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Contract 51701
City Secretary CITYSF-CRETARY Construction Project Managa® FORT W0 T H PROJECT AlANUAL FOR THE CONSTRUCTION OF FW SOUTH PAVEMENT REPLACEMENT FYI-CD 9 STREET REPAIR AND RECONTRUCTION PROGRAM FYI 6—CD 9 NEAR SOUTH SIDE MED.DIST.WATER AND SANITARY SEWER MAIN IMPROV. UNIT 1 —WATER UNIT 2—SANITARY SEWER UNIT 3—PAVING IMPROVEMENTS E.VICKERY BLVD.(S.MAIN ST.TO T-35W) S.CALHOUN ST.(E.VICKERY BLVD.TO E.BROADWAY AVE.) BRYAN AVE.(E.VICKERY BLVD.TO E.TUCKER ST.) BRYAN AVE.(E.ROSEDALE ST.TO E.TERRELL AVE.) E.PETER SMITH ST.(S.MAIN ST.TO BRYAN AVE.) E.TUCKER ST.(BRYAN AVE.TO S.CALHOUN ST.) CRAWFORD ST,(E,PETERSMITH ST,TO E.HATTIE ST.) S.CALHOUN ST.(E.PETERSMITH ST.S.CUL-DE-SAC) E.DASHWOOD ST.(S.MAIN ST.TO CRAWFORD ST.) E.ANNIE ST,(CRAWFORD ST.TO S.CALHOUN ST.) W.DAGGETT AVE.(S.JENNINGS AVE.TO S.MAIN ST.) City Project No.02387& 02445 Betsy Price David Cooke Mayor City Manager Chris Harder,P.E. Water Department Director Douglas W.Wiersig, P.E. Director,Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department & Water Department 2018 • '•.s��! A.N.A. Consultants,LLC +r• ..*ltl 5000 Thompson Terrance �••••••••••�+•«••••••••••••••�j CoIleyville,TX 76034 MARK• .... A55AAD••- TBPE Registered Firm No. F-20 ), �-, 0761,9 - 2-CORD F :WORTI-i,TX CN'Y OF FORT WORTH PY16-CIYIS'IRFFTRFPAIRANL)HN.CON.I'ROORAM ANI)NFARSOtJ I'H SII)VMF:O.I)IS'I'.\V&SSMAIN IMPROV, 02387&02445 FORTWORTRII City of Fort Worth. Standard Construction Specification Documents Adopted September 2011 CITY OF FORT WORTH FYUj.CI]9SI'RFrI RVPAIR ANO RF:CON,PROOR AM ANO NNAR SOU'EH SIDE MED.0151'.1Y&SS MAIN IMPROV. 02387&02445 000000-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 4 SECTION 00 00 00 TABLF,OF CONTENTS Division 00-General Conditions 0005 10 Mayor and Council Communication 00 05 15 Addenda 00 11 13 invitation to Bidders 0021 13 Instructions to Bidders 00 32 15 Construction Project Schedule 0035 13 Conflict of Interest Affidavit 00 41 00 Bid Form 00 42 43 Proposal Form Unit Price 00 43 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 00 45 11 Bidders Prequalifications 00 45 12 Prequalification Statement 00 45 13 Bidder Prequalifi cation Application 00 45 26 Contractor Compliance with Workers'Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 00 73 00 Supplementary Conditions Division 01 -General Requirements 01 1100 Summary of Work 01 2500 Substitution Procedures 01 31 19 Preconstruction Meeting 01 31 20 Project Meetings 01 3233 Preconstruction Video 01 3300 Submittals 01 35 13 Special Project Procedures 01 4S23 Testing and Inspection Services 01 5000 Temporary Facilities and Controls 01 5526 Street Use Permit and Modifications to Traffic Control 01 57 13 Storm Water Pollution Prevention Plan 01 58 13 Temporary Project Signage 01 6000 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization Of 7123 Construction Staking and Survey 01 71 23.16.01 Attachment A Survey Staking Standards 01 7423 Cleaning 01 7719 Closeout Requirements 01 7823 Operation and Maintenance Data 01 7839 Project Record Documents CITY OF FORT WORTH rY I6-C[)9$'rR r.0"r REPAIR ANO RECON.PROGRAM ANSI NEAR SOU I H$II]F;MED.DIST.N&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 Division 03-Concrete 03 34 13 Controlled Low Strength Material(CLSM) Division 33-Utilities 3301 31 Closed Circuit Television(CCTV)Inspection 33 04 40 Cleaning and Acceptance Testing of Water Mains 3305 10 Utility Trench Excavation,Embedment,and Backfill 3305 14 Adjusting Manholes,Inlets,Valve Boxes,and Other Structures to Grade 33 05 30 Location of Existing Utilities 33 11 10 Ductile Iron Pipe 33 11 11 Ductile Iron Fittings 33 1210 Water Services 1-inch to 2-inch 33 1211 Large Water Meters 33 1225 Connection to Existing Water Mains 3331 12 Cured in Place Pipe(CIPP) 33 3150 Sanitary Sewer Service Connections and Service Line 33 39 40 Wastewater Access Chamber(WAC) 33 39 60 Epoxy Liners for Sanitary Sewer Structures Division 99—Additional Specifications 99 99 00 Additional Specifications Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: htns://projec(point.buzzsaw.com/client/fortworthmov/Resources/02%20- %20Construction%2OD ocuments/S�ecificati ons Division 00-General Conditions 0031 15 Engineer Project Schedule Division 02-Existing Conditions 0241 13 Selective Site Demolition 0241 14 Utility Removal/Abandonment 0241 15 Paving Removal Division 03-Concrete 03 30 00 Cast-in-Place Concrete 03 34 16 Concrete Base Material for Trench Repair 03 80 00 Modifications to Existing Concrete Structures Division 26-Electrical 26 05 00 Common Work Results for Electrical 26 05 10 Demolition for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 31 -Earthwork 31 1000 Site Clearing 312346 Unclassified Excavation 31 2323 Borrow 31 24 00 Embankments 31 2500 Erosion and Sediment Control CITY OF FORT WORTH FYI(-0)9 51RW1'RF.1-AIR AND RECON.I'ROf KAM AND NEAR$OUCH SR)F;MF:I).I)IS7,.14&SS MAIN IM,ROV STANDARD CON STRUC rION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 4 31 36 00 Gabions 31 3700 Riprap Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 3201 18 Temporary Asphalt Paving Repair 32 01 29 Concrete Paving Repair 33 11 13 Concrete Pressure Pipe,Bar-Wrapped, Steel Cylinder Type 33 11 14 Buried Steel Pipe and Fittings 32 1123 Flexible Base Courses 32 11 29 Lime Treated Base Courses 32 11 33 Cement Treated Base Courses 32 11 37 Liquid Treated Soil Stabilizer 32 12 16 Asphalt Paving 32 12 73 Asphalt Paving Crack Sealants 32 13 13 Concrete Paving 32 1320 Concrete Sidewalks,Driveways and Barrier Free Ramps 32 1373 Concrete Paving Joint Sealants 32 14 16 Brick Unit Paving 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 32 17 25 Curb Address Painting 3231 13 Chain Fences and Gates 3231 26 Wire Fences and Gates 3231 29 Wood Fences and Gates 32 32 13 Cast-in-Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding,and Sodding 32 93 43 Trees and Shrubs Division 33-Utilities 33 01 30 Sewer and Manhole Testing 3303 10 Bypass Pumping of Existing Sewer Systems 33 04 10 Joint Bonding and Electrical Isolation 3304 11 Corrosion Control Test Stations 33 04 12 Magnesium Anode Cathodic Protection System 33 04 30 Temporary Water Services 33 04 50 Cleaning of Sewer Mains 3305 12 Water Line Lowering 3305 13 Frame,Cover and Grade Rings-Cast Iron 3305 13.01 Frame,Cover and Grade Rings-Composite 3305 16 Concrete Water Vaults 3305 17 Concrete Collars 33 05 20 Auger Boring 33 05 21 Tunnel Liner Plate 33 05 22 Steel Casing Pipe 33 05 23 Hand Tunneling 33 05 24 Installation of Carrier Pipe in Casing or Tunnel Liner Plate 33 05 26 Utility Markers/Locators 33 11 05 Bolts,Nuts,and Gaskets 33 11 12 Polyvinyl Chloride(PVC)Pressure Pipe CITY OF FORT WORTH rY16-CIN srK r r:r R h.PAIR AND RECON.PROD K AM AND NEAR SOUTH SIDE MEM DIST.W&SS MAIN IMPKOV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of4 33 1220 Resilient Seated Gate Valve 33 1721 AWWA Rubber-Seated Butterfly Valves 33 1230 Combination Air Valve Assemblies for Potable Water Systems 33 1240 Fire Hydrants 33 1250 Water Sample Stations 33 1260 Standard Blow-off Valve Assembly 3331 13 Fiberglass Reinforced Pipe for Gravity Sanitary Sewers 3331 15 High Density Polyethylene(HDPE)Pipe for Sanitary Sewer 33 31 20 Polyvinyl Chloride(PVC)Gravity Sanitary Sewer Pipe 33 31 21 Polyvinyl Chloride(PVC)Closed Profile Gravity Sanitary Sewer Pipe 333122 Sanitary Sewer Slip Lining 33 31 23 Sanitary Sewer Pipe Enlargement 33 31 70 Combination Air Valve for Sanitary Sewer Force Mains 3339 10 Cast-in-Place Concrete Manholes 33 39 20 Precast Concrete Manholes 33 39 30 Fiberglass Manholes 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 3341 11 High Density Polyethylene(HDPE)Pipe for Storm Drain 3341 12 Reinforced Polyethlene(SRPE)Pipe 33 46 00 Subdrainage 33 46 01 Slotted Storm Drains 33 46 02 Trench Drains 33 49 10 Cast-in-Place Manholes and Junction Boxes 33 49 20 Curb and Drop Inlets 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34—Transportation 3441 10 Traffic Signals 3441 10.01 Attachment A—Controller Cabinet 3441 10.02 Attachment B—Controller Specification 3441 10.03 Attachment C—Software Specification 3441 11 Temporary Traffic Signals 3441 13 Removing Traffic Signals 3441 15 Rectangular Rapid Flashing Beacon 3441 16 Pedestrian Hybrid Signal 3441 20 Roadway Illumination Assemblies 3441 20.01 Arterial LED Roadway Luminaires 3441 20.02 Freeway LED Roadway Luminaires 3441 20.03 Residential LED Roadway Luminaires 34 41 30 Aluminum Signs 3471 13 Traffic Control Appendix GC-4.02 Subsurface and Physical Conditions GC-4.04 Underground Facilities GC-6.06.1) Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GC-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH F'Y16-CIY9SI'N EF I-KFRAIR AND RECON,PROURAM AND NEAR SOUTH SIDEMEN,MST.w&ss MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 City of Fort Worth, Texas 7 Mayor and Council Communication ain COUNCIL ACTION-. Approved on 1211112018 - Ordinance No. 23521-12-2018 & Resolution No. 5009.12-2418 DATE: Tuesday. Decernber 11, 2018 REFERENCE NO.: C-29981 LOG NAME: 20FORT WORTH SOUTH FY16-CD9 ,JACKSON CONSTRUCTION LTU_ SUBJECT: Authorize Execution of Contract with Jackson Construction Ltd, In the Amount of$6.171.356.00 for FY 16 Round 2 of the Council District 8 Street Repair and Reconstruction Program and Bear Southside Medical District VVater and Sanitary Sewer Main Improvements on VaOous Streets, Adopt Resolution Expressing Official Intent to Reimburse Expenditures with Proceeds of Future Debt and Adopt Appropriation Ordinance (COUNCIL DISTRICTS 8 and 9) RECOMMENDATION: It is recornmended that lits City Council: 1. Adopt the attached Resolution Expressing Official Intent to reimburse with Proceeds of FLlture Debt for the blear Southside Medical District Water and Sanitary sawer Main Improvements Project; 2. Adopt the attached Appropriation Ordinance increasing appropriations in the Water& Sewer Commercial Paper Fund In the amount of$4,188,572,00and 3. Authorize the execution of a contract with Jackson C01151Fuclion Ltd, in the amount of$6,171,355.04 for Round 2 of the Counchl District 9 Street Repair and Reconstruction Program and {Near Southside Medical District Water and Sanitary Sewer Main Improvements Project on various streets (City Project No's 02067 and 02445), DISCUSSION; On August 5, 2014, (M&C C-26906) the City Council authorized s resolution executing a funding agreement wlth Fart Wodh South, Inc., in the amount of $10,000,000.00 for GOV1 it District 9 Street Repair and Reconstruction Program, The Program leveraged funding in an amount up to $5,000,00[1,1)0 from the Tax Increment Reinvestment Zone No 4 (Southside TIF) over four years_ The City of Fort Worth niatched the funds in an amount up to $1.004,000 00 using 2014 Bond Program-Street Improvements Funds and 2014 Bond Program-Grant Matches Fcands In an amount Lip to $4,000,000.01), Construction of Round 1 of the project has been completed_ This Mayor and Council Communication Is to authorize a construction contraot for Round 2 of the Council` District 9 Street Repair and Reconstruction Program and Near $OLIthside Medical District Water and Sailitary Sewer Main Improvements on the following streets: street f _ From To IBryan-Ayenue _ E. Vickery Boulevard IE. Braadv�+ay Av�nu� Lagna me-. 20 FORT WORTH SOUTH FY16-CD9 JACKSON (701ST RIiCT,0N LTD, Page I of .E. Tucker Street iBryart Avenue jS, Calhoun Street .E. Dashwood Street Nair Street. _ :Crawford Streit _ W. Daggett Avenue _ _ S. Jennings Avenue _ iS_ Main Street ;S. PeterCalhoun Street E. Vickery Bouleverti IE. Broadway Av_enu_e_ _ Peter Smith Street :S. N9aEn Street — !Bryan Avenue - Calhoun Street � . Peter Smith Street 'S, Ciel-de-sac _ ,E. Arnie Crawford Street _ _ S. Cailloun Street !Crawford Street E. Peter Smith Street -re1E. I♦attie tat- . Aryan Avenue E. Ra3e_ds[e Street jE. Terrell Avenue IE . Vickery Boulevard 1& Main Street - jI.M. 35 W "Cos 8 and l The Transportation and Public Works Department's share on this contract is $2,618,148,25 which is available in the 2014 Bond Program Fund and the Specially Funded Projects Fund of the project (City Project No. CO2307). The Water Department's share on this contract of$3,553,207.75 will be available In the Water and Sewer Comrnercial Paper Fund of the project (City Project No. CO2445). The project was advertised fbr bids august 30, 2018 and September 6. 2016 in the Fort Worth St r Telegram, On October 18, 2418, the following bids ware received: idder nr►o_Un t Time of OomnJefln Wackson O&nstan $6,1?�,rda Ltd - — -- 356.0s _ 30_Galendar E7ay -...._.. - — c0endon Construction Company_, 1__6,557_,9__5'8-'75 C. Krk 1bar2traoting__Services, LL& A6.729.261,50 stabile and W$n_. Inc. - - �7,126,870.80 - - In add itlan to the contract cost$821.954.00(Water: $399,437.00; Sewer: $88,267 0p; TPVV$364,250-00) Is required for project management, 'inspection and rnaterial testing and $308,5137.00 (Water: $156,522.04; Sewer: $21,138,00; TPW-. $130,$07.00) is provided for project contingency, ThlR 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 iinanc[ng, the Water and Severer Fund will be chargecf interest that is equivalent to the overall rate of return being earned by the City portfolio(currently approximately one percent ann+Aally). Should the Cltys portfolio not support the liquidity needed to provide an interim short- term fin aricin g souroe, another funding source will be required,which could mean Issuance of 8acuritles under the CP Program or earlier Issuanoe of Vater and Sewer revenue bonds than is currently. planned. Once debt associated with this project is sa[d. band proceeds will be used to maimburse the Water and Sewer portfolio and the City's portfolio In accordance with the attached Reimbursement Resolution, The City Council adopted the Water Departments Fiscal Year 2018.2022 Rvo Year Capital Jmprovement Ran on September 26, 241 7. This City Caunc[I adopted plan includes this specft project, with funding Identlfled through the CP Prograrn to be reimbursed with future revenue bands. In ac:wrdanoe with (he Provisions of the Financial Management Pogcy Statemisnt, Staff anticlpaten presenting revenua-supported debt issuances to the City Council for consideration within the next three years. This debt must be issued w1thln approximately three years to provide reimbursement for these expenses. If that does trot occur, tide Logname; 20FOR.-T WOWrH 80LMI FYI6-CD9 JACKSON CONS'!RUCTION LM. f'agc 2 of 3 MR ccsts will nn longer be rel mbursable by [esu!ng tax-exempt debt and the funding source w!11 hays 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. Upon completion of this capital project, it is anticipated that there will be no impact on Transportation and Public Works annual operation budget and no impact to the Water Department's operating budget. Constructlon is expacted to start in February 2019 and be completer)by April 2020. lUI WBE OFFIGE: Jackson Constriction Ltd, is In compliance with the City's 9Dr= Ordinance by cornrnilting to 0% MBE participation and documenting good faith effort, Jackson Construction, Ltd. identified several subcontracting and supplier opportunities, However, the firms cantacted in the areas Identified did not respond or did not submit the lowest bids. The Clty's MBE goal on this project is 25%. The project is located in COUNCIL O[STRICT.S 8 and 9_ MMMA FISCAL-IN FORMATION f CERTIFICATION: The Director of Finance certifies that upon approval of the above recommendations and adoption df tile attached appropriation ordinance, funds will be available in the current capita[ budget, as appropriated, of. the 2014 Bond Program Fund, the Specially Funded Projects Fund, and the Water and Sewer Commercial Raper Fund. The Water and Sewer Commercial Paper Fund Includes author[ty of$150,040,000.00 for this. purpose of providing interim funding for Waxer and Sewer Capltal Projects After this transfer, the balanoe will be 5101,233,960,00, FUND IQENTIFIEf�S FlDs : TO _ fund Dartment Accoun Ii'rojec# Program ote ity l3udget Reference # Arnnurr ep ID IDL Year ��iq�#rtftield 2) FROM �F,,_nd'Departmeti# ccoun }�rojeot �Prvgr�rrnlct�vity_Budget ` teferertce# rrioun �D __jL ID I Year �' tartfield 2 CFRTIFICATIONS: Submitted for City Manager's Office by, Susan Alanls (8930) Orininatlno Department Head: Steve Cooke (5134) Additional Information Contact; Mary Farina (6555) ATTACHMENTS I, 20FORT VVORTH SOUTH FY16-GD9 JACK SQ CONSTRUQTION LTD 56018 AO19r.docx (Pl iblic) 2. 20FORT\NORTHSOUTH fi-GDg-JACK-St: N- R�I11IS RES LUTIgN.rf�cx (P'ubllcy 3. Fla FW SOUTH FY9 6-CDS. d (CFW Internal) 4. Form 1295 Jackson const. FY 116-GID13 2018-424919 Dada ed. di -(Puohc) 5. Map FW South FY16-CD9 , dI (I upllo) 9. MBE Compliance 4arno.kackson Const,pdfi (GFW Internal) 7. SAt1,+1 Search Results JacksoJackson Ganst.pdF (CFF Interrol) Lagrt e: 20FORT WORTH SOUTH FYI -C-D9.11ACK ON CONSTRUCTION LTD. Page 3 of 3 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 To the Specifications and Contract Documents For FW SOUTH PAVEMENT REPLACEMENT FYI-CD 9 STREET REPAIR AND RECONTRUCTION PROGRAM AND NEAR SOUTH SIDE MED.DIST.WATER AND SANITARY SEWER MAIN IMPROV. UNIT I —WATER UNIT II -- SANITARY SEXIER UNIT III PAVEMENT IMPROVEMENTS City Project No. 02387 & 02445 Addendum No. 9 Issued: Thursday, September 13, 2018 This addendum forms part of the Specifications and Contract Documents forth above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum-could subject the bidderto disqualification. The specifications and contract documentsfor FY16-CD9 Street Repair and Reconstruction Program and Near South Side Medical District Water&Sanitary Sewer Main Improvement are hereby revised by Addendum No.1 as follows: I. Specifications&Contract Documents 1. Section 001113 invitation to Bidders 4,oid c[?enjng date revised to arto bar 4.2018, This Addendum No. 1,forms part of the Specifications&Contract Documents for the above referenced project and modifies the original Project Manual&Contract Documents of the same. Acknowledge your receipt of Addendum No.1 by completing the requested information at the following locations: (1) In the space provided in Section 00 4100,Bid Form,Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED&ACKNOWLEDGE ADDENDUM NO.1" A_1 ADDENDUM 1 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH S1DE MED.DIST.W&ss MAIN IMPROV. City Project No.02387&02445 Include a signed copy of Addendum No.1 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No.1 below could cause the subject bidder to he considered"NONRESPONSIVE",resulting in disqualification. RECEIPT ACKNOWLEDGED TRANSPORTATION AND PUBLIC WORKS Lane Zarate,P.E. Jackson C®nstrudi©fl, Engineering Manager _Company,, A_1 ADDENDUM I FY16-CD9 STREET REPAIR ANS RECON.PROGRAM AND NEAR SOUTH$I DE MED.DIST.W&55 MAIN IMPROV. City Project No.02387&02445 ani111-I 0MITn140N TO AIDD RS Page I Ari 1 SECTION 01) 11 13 1l4VFFA,JrTo l TO BIDDER h RF.CEEPT OF B1DS 5 Senl6d biN for theeowtrrtctian DrEV16 '1 g5'1'1CIM"1'REPAIR AND RECON.PROCIRAM AND leAR SO(JTIi -'lt)Lt NFEI1.t}141T. Clty 1`ro rct�h'o.t123H7&07445 vriN 1st rex eived 1}y tlic'�i#Y of 7 Fors WoviIiPul-chatitlg+Df ica: 8 4 Giiy of Foo L Worth lil 1'kavI37iriIIIg NViXi(53t l 1 200'Fuxim Street 12 Fort Wqr1h,Tt%iH 76102 13 uiiEi1 1:30 P.M-CST.Tlxir-NdAy,0crahor• 0.1,2018,and hids-wi11 be opgncA prtblacly and"Fid 14 n1 qu41 at_':ii(I]' l CST in the CanJ1CiI Clio niNtws. 15 lo GENERAL DESCRIPT'10N OF WORK 17 The major wrwk 3viII coltiaRst a}l't114{apljvoxuria(e)Fol IOwing: 19 Paving- 19 7(].7 Ill S�'of MIA wII Pnvekliel1't 11-dim j I -S.nlnet I't11vd.k!ation rima 1.1MAC ovel'lay J l'01..1 241 3,920 SY of Asplin11 Pinvelslt•.Itt ltlyttlii'-Strut Mi1I anti 1-1?V1 AC 0wrlay fil.#C?til 21 WA[er; 22 551,1 1.F of 30"Wiltcrlilie{Dl P I 23 1100 Vol' I'"waterline(l)]�-14l.1x15 IX Of 12" Miter ILIW I DIP 24 3225I,Fw1'8" 1'aicrliur,?.D11-1d1; 3f� ISM'6"Woterline(1.)R-lit 15 -1 Leaf "T4rllleling(Steelf;�sin T'il}i$cl'1't C'1',l' 111' t.;rlriGi'Pipe 26 Server: 27. 445 IS it'R"StluiinrY ewer line{Si7 t-?fi); 10 I-F oi'V Scrnift Ly tietva?r Dille IDIP) 28 230 T.'r k1l'1'_"sanilnr-y Sewer I.iFit(DIP1 29. 125 T-T-tH f�"C1PP 34 31 PRi QUALIMA' ION 32 Tlia inipr53VR~ft en(G iiwludad 111 LiIr.S project njusil be pa-lormud by a coiilrackw Who IS 1.1r'o- 33. quRIiried by thaClty at the time of bid opc}jlu}g,Tlieprixueduro for qualifwioiI and pot- 34 graulificRtioll ko-m outllndd In die Secdon 00 21 13—rMSTAUC:TIONS TO BIDDERS. 35 37 Thr RiddlJig and CO1111'J CL D(tcrllrlents lrQay lea exmiined or obtained nn-lint by visiting the GIk)' 3� tlf Fart Wiyl•tll's F'urS:hJtsirtg Divisiari tvl:bsitc at ht�l�;...3,y�v_,tsn lav r 11e.:,�,rc,• r .,IIsrn�'Rntl 39 ntrcklog 5511 1110 Hij wzSat4 IiAk t0 Ille advertised project folders orl the CiLy's R=LKVLw Site,'1'itc 40 Con Eruct 1'NxijInS:nts n13y be do4waloaded,viowe€4 and pvinted by ialteroWd enntrnc4w. 3wd1or 41 aupplica. `I'Ite cant11`o it11' N required to fill out and 111Itarize.tllc C;ertlflc>Lte of Interested 42 parties F6ri7r 1195 and the form nlltst be o5viltted to(lie 11rajeet Ninijagnr hlefare dw 43 contract ti-611 lar.pl-e>aeitteci N the City Connell.`The rarnl CaM Ile•ohtafuad nt 44 1tlls.+f>tit+3�.i-illlCx.ii�Nr.tx,u!if�� l9�i�lnf'n.Fltltil . 45 +Ifi CapivA or 1.I1i�Bidding and Coli1il'act Dtwu rents rnoy br!pnrcllased From kN A COnsullonts, A wl1i011 In n3 follows 5000 Th6inpson Tor'r'ace,Cc]Ieyvllle,TLxas 76034 48 49 CFI'YOFFORT WORTIr ria•Ci149{+7 rr71rrhih�hls,LtJr IfllJt.51a'ai rary115H-VAIl.+ kHIM t..W&M1,1hill IwKdL'. HTAN€}ARD t:UhlSJIr LJCTICKSYECIPIC1010N CFOCt]IwFpm 07381 i!#�MrdS ncy*d.tx o lmr22,2aab CITY OF FORT WORTH,Hy TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 2 To the Specifications and Contract Documents For FW SOUTH PAVEMENT REPLACEMENT FY16-CD 9 STREET REPAIR AND RECONTRUCTION PROGRAM FY16—CD 9 NEAR SOUTH SIDE MED. DIST. WATER AND SANITARY SEWER MAIN IMPROV. UNIT I —!NATER UNIT II — SANITARY SEWER UNIT III — PAVEMENT IMPROVEMENTS City Project No. 02307 & 02445 Addendum No. 2 Issued: Thursday, September 27, 2018 This addendum forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specifications and contract documents for FY16-CD9 Street Repair and Reconstruction Program and Near South Side Medical District Water&Sanitary Sewer Main Improvement are hereby revised by Addendum No.2 as follows: I. Specifications&Contract Documents 1. Section 00 1113 Invitation to Bidders a.Bid opening date revised to October 11, 2018. This Addendum No.2,forms part of the Specifications&Contract Documents for the above referenced project and modifies the original Project Manual&Contract Documents of the same. Acknowledge your receipt of Addendum No.2 by completing the requested information at the following locations: (1) In the space provided in Section 00 4100,Bid Form, Page 3 of 3 (2) indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED&ACKNOWLEDGE ADDENDUM NO.2" A-2 ADDENDUM 2 FY16-CD9 STREET REPAIR AND RECON,PROGRAM AND NEAR SOUTH SIDE MED.DIST.w&SS MAIN IMPROV, City Project No.02387&02445 Include a signed copy of Addendum No.2 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No.2 below could cause the subject bidderto be considered"NONRESPONSIVE",resulting in disqualification. RECEIPT ACKNOWLEDGED Kim Arnold ASSISTANT DIRECTOR TRANSPORTATION AND PUBLIC WORKS B B : Lane Zarate,P.E. Engineering Manager Company: Jackson Construction, L� A-2 ADDENDUM 2 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. City Project No. 02387&02445 UG 1113- I IN VIVATION To aiDPI;n s Pale 1 of 7 1 SECTION 00 11 13 2 1NVITATT}N TO BIDDERS 3 .4 itPC'ETPT OF BIDS 5 Scaled bids For the ennstructinn of FYM-CDS}STREET REPAIR AND IMCON.Plt C1t_ �.lN10 .6 NFLA R 80UTH SI DE X1 ED. D[5T. City Prulet,t Ntx 02387&02445 tui 11 be received by tliC CJty of 7 Fort Wor[h Purchasing Office: S 0 Oily of,Furt Wortli 10 Purchasing Division I J 200 Texas Slrael 12 Fort Worth.Texas 761 V� 13 until i:i€1 FA.mr,Thursday,t oToleer 11,201 g,and bids will be opeRW publfcl.y and Jwd 14 aloud at 2:(l0 PM CS-T in Lhe 001.11161 ChRMbers_ I5 I GENERAL DESCRIPTiION OF WORK 17 "rhe major work will conwii;L of the(appruximate) follawirig: IS Pawing: 14 211,710 SY oFAgihnk Pavement Repair gtreul 17t11vuri7tL1iar1aft€I FlMAC t74erloy-(VIGQ 20 9.910 SY or AsphLkIL Pa%�anienl Aopnir-So-uh Mill Lind HMAC ttwri'lay NOW 21 water: 22 jiSt)LT'of 30"Waterline(DIPJ 23 1980.LF of`l2" Waterhae(T)R-14); 365 LF ol'4 2"Waie'r line(DI 24 5225 LF of g"Waterline(DR.-14}:375 LF ot'W'Waterlinc(M-14) ) 25 145 LF ol'54"Tmineling(Sieel Cimng Plpc 1301-00 W 30"Carrier Pips 25 Sc ver: 27 445 1_T=of S"5unilil'Y Suwcr line:(51711-2-6): 30 I_F oI'g"S;Iriii_ury Smer LJae(DTF) 28 231) LF of 12"SanhaTy Suwer 1.iii e MIp). 29 .125 1..F of 6"C'.I PP 30 31 PRir.QUALTT71CATIO N 32 Tire i inpravemen Lz Included in this prt7jecl musL be performed by a contractor who is Pi'e- 33 qualiried by the City at Elbe Lime ofbid open 1ng.The procedures for quulI FQwion acid prL- 34 sluuliticgt1011 are MtIilMl in the Soctioil 00 21 13 -INST'RUCTIONS TO F1MUERS. 35 36- DOC[,TMENT FAANITNA-n0N ANF) PR(]ClJl EN1FNTS 37 The-Bidding rind Contract Dacumerits inay be examined or-&W I n od off-line by vis Wng[lie City 38 oFFDrt Worth's PurehosiTig D1YisiQn wch.1iLc all ht1p_kv_�4.��.rlirGiworlIlte-xo; gov-liurclwsiTia. and 39 o1icking an the Btrzzuw Irak Ln the advernsed pro)eCI Ud;�3-s on the City's BtIZ74aw site.The 40 ConLract Dow man ts may fats downloaded. mewed,and pnnted by inti er. iMod contraQtor�and:or •11 auppliers. The contractor is required to fill nut and notarize the Cra•tMeRre ofTnterestetl 42 ParfiOs Furth 1295 snd the form must be submitted to the Project Manager before[tie 43 concreet wlII k presented to the C4 Co TIic foriir cs» be Atained at 44 295400.litm �5 46 Copies of ill Bidding and Contract Dixajnients may be purclia sed fmr'n AN.A.COT1sullaiit:i, 47 which is as follows 500 Thompsmi Terrace, Colleyvil le.Texas 760134 143 49 V7I'Y01 Fowl'WOR'1'H •Yl ilrrSlF.ritll'I'S1t{y,•H.YII',I'HLIGHM1 }vYitsl111151011145�+11 til'+515M1h1i1•xvWr4. 8TANDARD CON 81'R UCTION SPF4CiFICA7l01v I)OCLJMF-N1'S 01387 d 044f Row-lad Dvombor22.2016 Gu 11 13.2 INVPTA'1 ION To BIDDFR3 rs,u ar a 1 The cost-of Bldding and Contract 1N}culnents 1s; 2 Stt of Bidding and Contract Doraments with full size drawings: Y1.20 3 Stt of Bidding and Contract Docnrncnts with hatl-sire(If available)drawl Ings; $60 4 5 PRE,BIID CONFERENCE 6 A prebid conferi_�nca rry he held ars(lcscribmI in Soction 00 21 13-I N'STRUCT IONS T4 7 WDI)EKS at the fDlhowing location.,date,and dinc— B DATE: Stpwrnber 13. 20 9 'T1 ME: J.W)A.44 10 PLACE: 0n Tfuvx.yI rcrr 1? Pert Worflo. lexcrS 74102 12 LOCATION: 4,j f'oor.TPW Co iy reDte Rf)?r1J 12D 13 ?4 CITY'S 111GHT TO ACCEPT OR REJECT BIDS 15 Clly reserves the rigk It to%v,41ve irregularities and to accept or reject 1>idr.. 116 J 7 I lNQ1 JrRTKS 18 All inquiries re[al ive trn Iris procurernerlt should 6paddrersed to the fol[Mv in 19 Alm., Mary Hanrlrr, P.F..City of hplt W nrth Transportation Public Wor" 20 Email: Mary.Ha13r3a #pritvortl�t as_guv 21 pholle; 817-39M565 22 AI*iDIOR 23 Attn: Mark N. llssaad,P_E„ .24 A.NA.Comullants, LLC 25 Ec ail; Ma1•k.Assaad[ct�,ann1lc.com 26 Phone: x317-335-9900 27 18 Al]Vr,RTISEMENT DATUS 29 r1ugnM 30, 201 H 30 Septemtser G6, 20 t R 31 END OF SECTION 32 G'iTy OF FORT WORTH ryla-{'I tWP.T lLry + oaR Uw I/[1f.,iH L4�a,i Ar IgIFhl�Kelwx�q r.W.aan uux irinnir, SI`A4t7ARDCONSTIRUCTION SPEC;FiCnTION D CtlN7Mrs a?247 ri�u2��+ Re-dined❑mET11hel.2-2,2016 CITY OF FORT WORTH, TEXAS TRANSPORTATION AND PUBLIC WORKS DEPARTMENT ADDENDUM NO. 3 To the Specifications and Contract Documents For FW SOUTH PAVEMENT REPLACEMENT FY16-CD 9 STREET REPAIR AND RECONTRUCTION PROGRAM AND NEAR SOUTH SIDE MED. DIST.WATER AND SANITARY SEWER MAIN IMPROV. UNIT I —WATER UNIT 11 — SANITARY SEDER UNIT III ® PAVEMENT IMPROVEMENTS City Project No. 02331 & 02445 Addendum No. 3 Issued: October 03, 2018 This addendum forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specifications and contract documents for FY16-CD9 Street Repair and Reconstruction Program and Near South Side Medical District Water&Sanitary Sewer Main Improvement are hereby revised by Addendum No.3 as follows: I. Construction plans are revised as follows: 1. SHEET INDEX AND GENERAL NOTES Sheets 2 i. Added sheet 82A Traffic Control Detail. 2. SHUTDOWN AND SEQUENCING NOTES Sheets 4 and 5 i. Revised the sequence of construction working days for each street. ii. Revised the recommended sequence of construction notes to remove mandatory notes for Bryan Ave.and Daggett St. 3. PROP.30"WL-1A VICKERY BLVD. Sheets 9,10 and 11 i. Ring Connection Notes Revised' ii. Revised Prop. 30"WL by open cut to be 30"DI WL with Restraint Joints. iii. Revised WL-1A based on the revised 30" Valve and Vault locations, and the revised calculated restrained lengths. 4. PROP. 12"WL-113 VICKERY BLVD.Sheets 12 and 13 i. Ring Connection Notes Revised 5. PROP.12"WL-3 BRYAN AVE.Sheets 15 i. Ring Connection Notes Revised 6. PROP 8"WL-5 PETERSMITH ST.Sheet 20 i. Water fine Limit revised 7. PROP. 12"WL-8 BRYAN AVE.Sheets 24 A-3 ADDENDUM 3 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED,DIST.w&SS MAIN IMPROV. City Project No.02387&02445 i. Ring Connection Notes Revised 8. PROP.8"WL-11 Daggett AVE.Sheets 28 i. Removed 16"cut-in gate valve and vault. 9. PROP 12"SS L-2392R VICKERY BLVD.Sheet 30 i. Proposed 6"sewer service revised,6"cleanout replaced with wastewater access chamber. 10. PROP 6"SS L-2392 BY CIPP VICKERY BLVD.Sheet 31 iL Sanitary sewer manhole added. ii. 2 6"services revised to include wastewater access chamber with location and connection labeled. 11. PROP 8"SS L-157 TUCKER ST.Sheet 33 i. Manhole Notes Revised to Remove the Liner notes. 12. WATER DETAILS Sheet 38 i. Removed Butterfly Vault City Detail D128. 13. SEWER DETAILS Sheet 43 i. Revised to include Wastewater Access Chamber city detail D216. 14. PROP VICKERY BLVD PAVING Sheet 46 i. Paving limit revised due to the revised butterfly valve vault location. 15. PROP VICKERY BLVD PAVING Sheet 48 i. Revised Legend note,removed the lime stabilized subgrade and added 6" Flexible Base Subgrade per Geotech Report. 16. PROP CALHOUN ST PAVING Sheet 51 i. Revised Legend note,removed the lime stabilized subgrade and added 6" Flexible Base Subgrade per Geotech Report. 17. PROP PETERSMITH ST.PAVING (MAIN TO BRYAN)Sheet 62 i. Paving limit revised at the intersection of Bryan Ave.and Petersmith St. 18. PROP TUCKER ST. PAVING (BRYAN TO CALHOUN)Sheet 63 - i. Paving limit revised north at the intersection of Bryan Ave.and Tucker St. ii. Proposed spot elevations added at the northwest proposed R-1 AOA ramp. 19. PAVING DETAILS Sheet 76 i. Concrete Driveway Detail Dotes Added to clarify 6"and 8"driveway difference. 20. TRAFFIC CONTROL DETAILS Sheet 82A i. New sheet with TxDOT Low Profile Concrete Barrier Details. 21. TRAFFIC CONTROL LAYOUT Sheet 83,84,85,86,87,88 and 89 L Updated contractor notes to clarify working hours,and Concrete Barrier Type and requirements. It. The Specifications are amended as follows; 1. Cover Sheet—Signed and Sealed Spec book cover sheet 2. Section 00 00 00 Table of Contents—Revised to include 33 31 12,33 3150,33 39 40, and to remove 0132 16. 3. SECTION 0042 43—PROPOSAL FORM. Replaced in its entirety. A revised Excel spreadsheet of the proposal form has been uploaded into Buzzsaw. 4. Section 0132 16 Construction Progress Schedule—Specification Removed,replaced with 00 3115 and 00 32 15. 5. SECTION 33 31 12 Cured in Place Pipe(CIPP)—Specification added. 6. SECTION 33 3150 Sanitary Sewer Service Connections and Service Line—Specification Revised. A-3 ADDENDUM 3 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIOP MED-DIST.W&SS MAIN IMPROV. City Project No.02387&02445 7. SECTION 33 39 40 Wastewater Access Chamber(WAC)—Specification Added. 8. SECTION 33 39 60 Epoxy Liner System For Sanitary Sewer Structures—Specification Revised. 9. SECTION 99 99 00 Additional Specifications—Specification Revised. Clarification in Addendum: 1. (Sheet 83)The traffic Control layout Sheet for E.Vickery Blvd.shows concrete barrier rail with a note reading"recommended Install Type i Low Profile Concrete Barrier."General Note#8 states this is a general layout and the contractor shall prepare a final TCP for approval.We need to know if the city is going to require the concrete barrier or not. This is a significant cost item that either needs to be stated as required or a separate bid item provided for the barrier. a. The City of Fort Worth Temporary Traffic Control is requiring low profile concrete barrier for safety reasons.This bid item has been added to the proposal form. 2. (Sheets 83 to 87)-Please clarify the allowable working hours for each street. It is clearthat Vickery Blvd.is 9:00 am to 4.00PM but the general notes on the other streets states work hours for construction near or within high volume roadways will also be limited to these hours.We do not know what criteria the city uses to consider a roadway high volume nor do we know how close is near.We need to know,specifically,which street will be held to these working hour limits. Note has been revised,for all streets including Vickery Blvd.normal working hours for City Project applies which is 7am to bpm.There is no"high volume roadways"for this project,so the allowable working hours for each street will remain consistent. 3. (Sheet 76)There are bid items for 6"Driveways and 8"Driveways.Where are the different thicknesses required?I do not see them designated on the plans nor is there a detail provided for 8".1 assume it will be the same detail as the 6"except for thickness. a. Correct,the detail will remain the same but the thickness will vary between 6"and 8". We have revised the Paving detail to better explain this. b.. Case 1)Existing driveway has a thickness of 6"or less,then it is replaced with 6" concrete thickness.Case 2)Existing driveway has a concrete thickness of greater than 6",then it is replaced with 8".Case 3)All new driveways shall have 6"concrete thickness per detail. 4. (00 42 43 Proposal Form) Please explain the locations where the paving bid item"Site Clearing" is applicable,it is not shown on the plans. a. Bryan Ave. (From Rosedale to Terrell) within Sta.3+50 to 3+80 b. Calhoun St.(From Petersmith to Cul-de-sac)within Sta.0+10 to 0+30 c. Crawford St. (From Petersmith to Hattie) 1. Within Sta.0+10 to 0+50 ii. Within Sta.1+00to 1+60 d. Annie St.(From Crawford to Calhoun)within Sta. 1+00 to 2+50 e. Tucker St.(From Bryan to Calhoun)within Sta.2+40 to 2+60 f. Daggett Ave. (From Jennings to Main)within Sta.5+50 to 6+50 S. (00 42 43 Proposal Form) Please include Traffic Control under Paving Bid Items. Traffic control bid item added to the Paving Bid Items for Vickery Blvd only,all other streets will be subsidiary to the other items. 6. (Sheet 4)Clarify sequence of construction where it states "Complete Water,followed by Sewer, followed by Paving, prior to continuing to the next sheet. Will each street need to have all three �C phases completed before the next street can begin?" A-3 ADDENDUM 3 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. City Project No. 02387&02445 Work can overlap from street to street.For example,once water installation for street "A"ends,the contractor can begin water installation on to the next street"B".But the remaining sewer and paving phases must continue in street"A". 7. (Sheet 4) Do we need to follow the order of Construction as shown from sheet 4? The Contractor may change the sequence of construction but shall submit anew recommended sequence of construction to the engineer for approval prior to any construction activities(no separate pay). 8. (Sheet 48 and 51)How should we salvage the Bricks,will we need to clean,stack and deliver to a designated location? The bricks shall be stored on-site for 90 days,at a location designated by the Contractor. The contractor shall notify FW South Inc.and City's Project Manager of this location and when bricks will begin being stored. During the 90 days,FW South Inc. is planning on picking up the bricks for use after normal working hours.Any brick remaining after this time frame will not be used and shall be hauled off site. 9. (Sheet 46 and 73)The sidewalk concrete strength does not match the city specifications the sidewalk concrete strength 3,600psi shown on plans,3,000psi per city specification. The sidewalk shall match the minimum concrete strength requirements as outlined by the City of Fort Worth Specifications,which is 3,000 psi.We have not included every paving sheet revision,but this applies to all new public sidewalks in this project. This Addendum No.3,forms part of the Specifications&Contract Documents for the above referenced project and modifies the original Project Manual&Contract Documents of the same. Acknowledge your receipt of Addendum No.3 by completing the requested information at the following locations: (1) In the space provided in Section 00 4100,Bid Form, Page 3 of 3 (2) Indicate in uppercase letters on the outside of your sealed bid envelope: "RECEIVED&ACKNOWLEDGE ADDENDUM NO.3" Include a signed copy of Addendum No.3 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No.3 below could cause the subject bidderto be considered "NONRESPONSIVE",resulting in disqualification. RECEIPT ACkNOWLEDGED TRANSPORTATION AND PUBLIC WORKS B : B : Lane Zarate, P.E. Engineering Manager Company. Jackson C®nstrudl®n, LTD A-3 ADDENDUM 3 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.D€ST,W&5S MAIN IMPROV. City Project No.02387&02445 FoTWRTH PROJECTMANUAL FOR THE CONSTRUCTION OF Fel•'SOUI'i[PAVE tw!}'sNT Rrf,PU%CT�lPNT FY l f -C1)9 STT 1,i:7'REPAI V AN17 3ki_CC}3+1TRUCTIO N PROGRAM l-Ylr,-Cid' NI"sAR SOUT�I S1f7F NULT). DISI' WATFR AND SANITARY SEWER NIATN TMPROV. UKFF I —WATER UNIT ?—SNNII'ARY SEWFR 'MT 3 — I'AVTN6 TMPRUVEMENT5 F. VX.-1LPit Y BLVD.(S NIAIN ST.Te)1-35Vu1 . c.?�1.HC-1LN ST 11- VILTKERY TiLVr..J.TO f 131?OA>F WAV AVE I eRVAT AVT_.f V1C;iG13RY 13LV[}. I'Ci L.TUCKER 57'.l 3RYAN AVE. T..I#DSFDAL EST.TO P.TL-RRT:f.I..AVF.) E.fLTFASIO MT57,fS,?v1E111ti;T 7(1ItKYANAVE.) T,' T[CKU,K ST.(FR YAW AYE.TO S.t_A1.HOLTN 5T,1 CV.A%TOK D ST lt.PETI--H W71-1 5T,TO E H+ITTIE ST. S.CA LH DI N ST.(1--.PETERS Cd[TII ST5.CUL-1)V--;ACI L•`.L3ASI-[Wo llo ST.[S-,MATTE 5T-TO Cit{lWFORP ST I F.AVN'iT- ST.ICF AW FORD 5-r.To S.CALNOUS ST-) W.DACK f IT AvF-(5.1FNNTNGS AVt, ro S.-MAI f City P rl>'J ut No.0238 7& 02445 ljat�v Pria David Cooke LNI[i m- CITY IVI.R11.1%Cr {;Itris Karddr, P.V- Walcr D purtment f]k1'c, tur I]G1Tglns W. Wi4rsig,P.E. Difectur,Trkinpnrtati(m and Public Worlis Department Prepared for The City of.Fury Worth 7'r errs a+�rrrlr���rr w7d Public Works Dr'f1[7doneill cue Water 0eparpoent rIWA Crxrr,Vff(#arrlt. LLC' 5001)'3`I lumi3 sols Tcr1'nIT4c Cnllcy-Alu,'M 7603AMALI£ N. A SAAO .... .�.. ..................... ') r3F'I 1��-gisitred I�arrtT NOL1p F-N) 87519 : i STA NJ)AROCON 5TKUCnQrl:BPKWICATLON C)00 LJMDVE Pop 1 oi'J SECTION 00 00 4YO TAME OF CONTL;NTS Diviston 00-Genera Cundidons DO 05 t4 Mayur and Council Cumr umeatinn 00 U5 15 Adcknida 00 11 13 tnvilutran to Uiddefs 0021 13 T11-drilodoM to bidders 0031 15 Engineer Project Scirethlla 0032 15 Con�lructicm ProjM1 Schedule 0035 13 Canfllct of hirerest Affidavit 4041 no 'Bid Farm 60 42 43 Prrlposal 1%hn Unit Pricp- ate 43 13 Did Band IOU 43 37 Vendor Co"i1Anet to Sja'Ce Law Nonreai.clenj Brddtr U045 11 BIdd rs Pre qualifications' 0045 12 PrrgLadifitatian Simitment 0045 13 Bidtlr`r PrepaITtTrvatii?n Application Ort 45 26 Con Irurlor Coropl inure witli Worktt'ss'Colin ri-19- ion w 00 45 40 Minarrty BwTiness Enterprise C'sdnl CMR 52.43 AD-cement (M 61 13 Pdrfbrrnance Dalin[ H061 14 Payment Daiid 00 61 19 Maiptenanhic Build 00 6125 Ccrtiiivara(iI'rnsumnee 007-200 Goncrul Conditions 00 73 1H1 Supp lenit,aluty Cortditicilis DlyJ519tt 01 -General Requirements 01 11 00 Summery of Work 1.)1 25 0{?. Su�stilutiijfj ProceclgIres R1 31 19 Preeonsrruction Mcufing 0 t 31 20 Prajacl Mealli s 01 3233 Pr"'Dantl'uz0on Video 01 33 00 strhLnillals 01 35 13 Special Pro iee-i Procedure% 01 4573 Testing aria IuspeLI1.0rT Services 01 5000 TcmpoiaryFacrtiticsaiidc.aritrolfi 01 55 26 Street Use Permit unit A4oL'lificat lons to Tl affic Con iml a t 57 13 Storm Wa#er PalluIk in Prevtar11ia1I P1arj 01 i8 13 `I'ernpar'ar'y Project Signaglo 01 60 00 Produce RttIquiremonl.1 01 6600 PrmtticL Stutage and Handling ReTiiremcnts (1.1 71 23 Cons tri Lction.Stit kingand Survey 01 71 23.16.'0 1 Alts rhmenL A Survey 5takilrg Slnndards 01 7423 C`_teaninig 01 77 19 Closeout Requirements 01 7923 Opera Lion and Mnitntenan DaW {.rr y f]F F(]pT Wt]S1TIi I rL1-+r 179 iY rx.i i mW4411 Alil}KI'fDN rYL71 lu A"AN 11%p M-AMI III NIm.111.Ii'tKof wLil.0 i{Y 11xx1n s'rANrjARRpL:ON!frM)t"t'Lt>r+gPN AHCATIONPUCUMFNTS r+]sR���JIds RodseLd FF'ahljurp 2,n1f, LY[I Al)OQ-2 xZ.4n11}Itl#u CON4TTWCI'ICJM SPECI.CICAI-IRM MCLI Mgk7,of4 0178 39 Pn)ji�et RtXi�rd 1)6nhilenO DI%-ision 103 -C'nnerete 03 31113 Con#ralleri i..Oa v Strelaglll Maternal(0-13M) Di*risinn 73-Utillid s 3301 31 C"luted Cir�uil Television(.CCTV) Inspection 330440 (.'lennIag and Arcelaiunce TesIing{se Water MA 33 115 10 t••ltility'1'rencla F.Y4LLvafion. rYkiMdrn0Ttl,oral Backfill 33 las 14 Adjusling Nftnhates, lnlels,Vjilve Bcwn, uncl 01heT Structures to grade 33 175 33.1 Location of FTt-)tiny Utilities 33 11 10 I)uctile,lr0n Pipe 33 11 11 Duedle mora Fikdngs 3-34 12 10 Water Services l-inch to?-inch 33 12 11 Large Water Metrar's 33 1721 AWWA 1Zutibcr=Seated T3ut1cr11v Valves 33 C2 25 ColvibC6011 to Existing Water Maim 33 31 12. Cured inlalaee Pi7elcrPP} 33 31 50 Sat,itnry Se%t,el.sevv icc ConnecdoTi�and Service i.,lne 33 3940 Waw%yaler Ai;cCbambw tWAQ 333960 FPDXy L!rLers**PT1iwry Sewer,Sti'tfctures Div Ir.Inn 99—Add11tluneI Speelfie aclons Appendix GC-4.i32 Sirlb5t1-flace01111 PlaysigLI CID 11ditioaas GC4.0 llndagrourid P uilities Cid'-6,06.D MinoriIy and W_Qmeii Owned Bus ines5 Eli "arise CDinp]ian= (3C-6,07 Wage Rate& Cl2 Q1 6000 Pcoduct Regtlirernanl� 'f echnical S11 pofiictttlolm listed below care InCIuded for tlllx I'rojeet I)Y rcl`erelti'c and CSI 11 1rL.' vIevredfdownhoaded frons iltte City'$BUazsltw Site ax: al ,r`. 11' L}111.1'1 I "ti 4i�.�Ul'I ' L'ILI.1iY1'111` t• ll 7lsk C#Cirs °':�I1 ' lrt ca c11"''Itl}u�'u � w 4}'�1 •" I TLow i]ivisjou 1112-Exhaiing Conditlaim 0241 13 Seleclfve Site Damolilion 0241 14 Utility Remo vallAbllrld(ffimtni 0241 15 Paving Removat 11)ivisil>'n 43 -Ciawrcte 0 ail 00 Cast-rn-Place C oWdle. 0334 lb comreje S115e C+Arlicri+ii f6ii Trench Repair 03 6 0 0rl ilrinrkifarnti�lnR it11 I.;x3srirlg 't1111L rite tnlciure Division 26—Elcutrlt'FIl 26 05 00 CC(immon Work ResmIta for Elcclrit!al 26 05 111) Demolition tar Electrical S51stcrns 26(15 33 RJaca%racy,, and Boxes for EleclrICA 5ystcITIS C11E'YQFFORT W0RTI 1 �,., rv.iw .11•u..ti.scotr Lxwi vrrAYiii:ix�iui 01337 A�2�f*! 39'!s{VI7hHF h Ctah]STRUCI l[11Y EC:1FICakTJON DOCUMtf;NIS Ikcvhwd 2016 00 00 tl{I-3 STANI)AM-)CON to�CT]Oaw S4E{'tlRtCA'r![1r#r1�C1IhtFNT4 Pad;S na'4 26 M 43 Undergroond FakirtR and Rat,ewa;!ys for Flectricat systenis D(vislon31 -Em-tlswork 3f 1000 Site Clearing 31 23 15 0nefug iBed Excuvat u,n 31 23 23 Bei row 3 t 24 00 Fmhunkmenls 3 J 2500 3 rolslOR and Sed Imimt C;outa'trl 31 36 M Gal fcm 31 3700 Riprisp Diviniurl 32,Exterior Imps-ovemcmla 3201 17 Perrnaiicnk Asphalt Paving Repair 32 01 18 Temporary 4.9pIIQJL Paving Repiur 1201 29 Concrete Paving Repair 33 11 13 Cckracrete PressuFe Piga, 8ar- raatapcd.NU cl Cylinder Type 33 1.1 14 Buried Steel Pipe and Trillinbs 3=' 11 23 Flexible Base C ours" 32 11 29 Ume'1'rmted Bone.Catlrsrtc 32 11 33 Coment Treated 13a,se CPttlaes 32 11 37 UquiJ rrreated part SraLldir.cr 32 12 J46 Asphalt.Paving 32 1273 AS,phnTt Paving Cmck Sealants. 32 13 13 Concrete Paying 32 13 20 Ccncrere!9idc%Vdfk3.Driveways and BarrkT Frec Ramp 32 1373 Coltcrete PaVingJ0Lnt Seabnts 32 1416 Bl-4ck UniI PIM YiIIR 32 1513 Collarue Curb and ❑Lwrrs a]td Votl.ey Gaiter', 32 1723 Pavettient Markings 32 1725 Curb Address PaIntillig 3231 13 Chuan Fences rind Ciate3 32 31 2.6 Wire Pell co and Galas 3211 1.19 Wood laerlecs and Galcs 32 32 13 Castln-Place COM-Mte KCLEL niltg Walls 32 91 19 Topsail PIOc:e:men[ ❑nrl 1=irlishjtlg LiFPark ays 32 92 13 Hydro-Mulching, Sending. mid Sodding 32 9343 Tines atul Shrubs Division 33.UtI1lticlr .33 01 30 Suver and Mainholt;'1'esting 3303 10 3Yass Pu mT$k 19 of I xis[!ng Sewer Sysielnk .1310 4 19 Joint Badding ailed F-Iectrt�a11 Isolatis»1 33 04 11 COTI-010T1 Cc3 Krol Test Stutiong 3304 12 Magt>.mum Arnode.C-a[hodic pri5wtioll Sy'llem 33{]4 3d} Temporary 4Vuier Se:vtces 33 04 511 0coning orsewa Mains 33 05 J2 Water Lirti�Lowering 3303 13 Frame,C owr and Grad+ Clings-Chat Irma 33 05 1 M I F'ru ne,Cover.antd Grade Rings-Composite 3105 16 Cpnercie Water Vaults 3305 17 Coperete Collars ELTY OF FOR11,wolk 'r t1lp,[I?�YfY4Y Ixi��,t•I,rI hl iV�Y rd OLAW441lMJM KILT IN MIN&Ila VAN IIAHUpl(, TI[]Pl.pOCuivaEh]T8: �+ trayt�tiIHKIILHY, kti v6e; z,.n 16 Dad} 02 s UIl owl can•d sTnraUhRl}Cts FeYiAu["'CIU# �EiIkIE`.h'fMN LX1UUM N7S 33 05 20 AU00'Rnri119 33 05 21 Tunnel Liver plarc 33 0522 SIeel CosIng Pipe -33 052.1 fland TLi111u?1111g 33 05 24 llIsta l laatitin or Currie!1 111p in CRsicig-".TLN1r1CI L iti,`r NLe 33 0526 Lltllkty Mnrkersll.cKmtors 33 1105 liukq, Nuts, and Gjt4etg 33 11 12 rolyviuyl C11lori€1e(PVC.) PI'e.Mire Plpe .31 12 21) RtSillell['S Cd Gate VtllYC 3,3 l?30 Combination Ail`Valve Ammbhes for Polable Water Srstelm 33 t240 FircHydl-Lints 33 1250 Water Sample Stmioils 33 1260 SWildua'd DIow-of T Val Ye AssembIy 33 31 13 Fiborglas's Rt!inforced.Pipe l'or Gravity Sail iLary Nowers 33 31.45 H1g11 1]ansiIy polyet;bylene i IDPlF)Pipe for Sanitary Sewer 33 31 20 Fal,yvinyI Chloride(PVC)fiirnvity Sanitary S6-ve}' Pipe 33 31 21 Polyvlayl Chloride(PVC)Closed profile Oral.vify Saiviary Sealer 111pe 33 31 22 Saoilory SeWer Slip lilting 33 31 23 Saxnit#ary Se+ver Pipte Ei!t1:lrgemew 3331 70 Cumb1m1ion Air V�Ivefer SnniWrw- Sewer Tcm-cMain s 33 .39 10 Ctist-iii-Place Concr etc tl+ nholes 333920 Praoast Cumi-ete Manholes U 39 30 Fibcrgla m Ma rftles 33 41 1 fl Reinforced Conewe SOrm Svwer PipeXulveris .1341 11 1-11Qh Dcnsity Polyet hylefte OWE) ripe for Storm Main 3341 12 RcimLna'+rss[Polyeth lene(S RTE) Pipe 33 Ota 60 5ubdritioagr 33 4o 01 41olts11 ST4�rm Drain:i 314602 Trench Drains 3349 10 Cast-in-Mace.Ma;1libbtes aiidJwictian Boxe,,- 33,4920 s33,4420 Curb and Drop InIfis 13 49 41) Sly>'rm Dvairiage 14mclwalls will WiiigmdIs Division 34—TransportNflon 3441 1 n 'Traffic S.igTIZIN 3441 111J)I AI0climcntA—Cow rolIcrCabiitek 3441 10.02 ti:ndiwwnr U—Controller SPecitica 0011 3.441 10.03 Attaolimon Ilt". —SotIvAareSp"iFiicalion 3441 11 Tempovary'riLaffic ftm lA 3441 13 Removing Traffic-Signals 3441 15 Recta:ingillar Rapid Fla Oiiig Beacull 3441 16 p"lestriai5 Hyht'i€l Signal 3441 20 Rriadwny I11u1Tlnroriiliall Asriambllc.� 34 41 20.61 AlLwrial LEI?Rtwdway Lam11'1 rls 34 41 0.02 F'recway 1,E11 ll<pudwAy I.writanire�i 3441 20.03 Residumial LED RoadwayLumimmrcy 3441 30 AltimMum Sighs 34 71 13 TrafTo Caiiltrel END OF SECTION CITY LJF FtL}R-r WDRTFI ,ica-ircAi■r+r�,ri+.,*x„m,rvnrm.M a,n s,..sn, II1n�.•r.a ui4',.u7i'.:wyiw,yWdr,i STANDARD L!NVt'-r7a;QC-TjQN MFLC011:h'a ION ijuuUAdwr� fal, F d1{k3 5 Rovlsril poLauo?y�3U'Ifi w 1:•1 r,7••,n >r:eC=N an■p PitoPF7g�F4h�e UNIT PRICE BID Bidder's Application rlr5r..�I 1�uw111,x ,11'L'rr.M1,11Wa1 45171..1 a 1• ti" f n x, >•J.,Inrw�:i.r-'H n� Ihaw 711 u1N1114117 '! •1. ynr'uI, 14.1 ala 1 F, ,1T1111F1Mw.u1,X.jrjv uLtlllfrulwldJ.r171 111111 1r.c-• lull 1111.Mn L_LYr>Syyyel l's,R.W Ma14r't Sl it'1•,}I+I I- Ir I [111 soil I�I'4L 54,I_r l'4,rIM J+_ALirIIeF414J4n14 Al 1�1 Il 11 r 11 4 1111 filbl 7•RY[Wu�IN I Ine;w rPS'r1Pn41 nryc,G1.Ly 4nrn11 11 .551119 W IJ . 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I. 1 1LU'Il1u1.WvPP ti, IJ 1.71 7 I Fr'Y A Ilu1.U19r' 11,.1171r Y 11:11411 I1, [ •-1+'_,"1.41 rP,r1••411,11 L',,.f�T1111 J111 111 ,r 111 11 FJRJJIA{„•r 1,17111 Ta�r,.7!yli:m•'' A+7 u.JV irn',p1YOµv'IT2Wf1m 1rm1x-�;r�,4r1L'194nrn rrr.l,rryj%'W Y . ,l,r„1411�T yr,i 11.11..1 n14.L•Ni1lWAI Y1,M1 Y1M.rirr.,F.T'14111 LJ]5A,4Mr1►�[Y,.y, inra,n�on kuTm14 EP 17440Now.FORM UNIT PRICE BID Bidder's Applioe#ioh /11,Jnd LYwlulhn�r11.1 IF,Ih+1!J'.9T••I LL ell1-'111 um.• 1114 h {N.,n.,1,r 'r^IIIr+1w Am.nlh` 4L.40", (8-hq a+u ndll Itl.15 Y1.1 II 11111 ILun rTr�Y-Is Im11.4•Im MAI 31 LP 1111 !] 11114 IWQ 7n1L['Fl;'Lerrwi,h })Al is r.} 115 11 .0111111M 111'IU15k MN 4-iI.W111yY 6kq 3119 IJ tF 4 11 4111 VUL 33.31 JR E& 4 11 3731 FWf-3.,YPfd'IYn'r1„ 151178 11• In .lSil 1!91.W.6t+-I_ .13,11,n ilA 1 1' i7J1.}Ntl 11'9...li-EP"I-&nILr1:.1Y11e6r1h :13115'1 kt 14 3531 Fill a'A..V Ss�,,1Lrr1..1 4. 1111 SL EA u �rhna�PJLrnn= 1Y 71 M JII ]311.]311 H'9"S1-. 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IIA }7 11 1117 r,PV 11.:11.11 Fh1[ILL4 try+ha.l - .• EA '1 IFri W!Y h•'ra'P.,Uj,F11r 2:1 ,A7 PA .+t :4 1.111µari Yv;r11'1..Pazr1 F7'Lti,, ±4110 4r 1 Il'1n 61141 v,r:r,rp wd 4i11n1 3341,13 Li 1111.11 11 1k3.Aim I111a 5tigiy nlm.r.H•r1AYnn A 4}Ix ll 55 VIII 41 11.1'1)W i"111.11.471 HIM,11 AL IWi F31T 37 Lr it LI171h-iJ{'Er.0 1'Y3.11111LIr1.'IIA 114'1 )J 4723 I.i }'H•I ,1 1{i7411A L i'HII4 JNI.M-ILII HA4114L 171!9 Lf .II 11 111t1Y1111"nni 9%'l li•eL1.*HAS IWF JJ 1531 L1 04' 4. 1;1: 117111 r"Le mll L.41k1.111+111' I IJ FT 11 I.r Un Y7L7fLi11v QD.1171.11114 WrUT1LArr111 nMpffm4 4'.1 14 v.111"+ .rl+lr Hu�..1r+54Y.I Vi_e11G'1.114 h1 r41L15111Jp11Y U1R1Y11}.Allhil MrLi+M-.iiv1. # xg IM 4EG[IOH UG It 4m FWDF Wn Ad.rrsnnt UNIT PRICE 610 Bidder's Application 1111w.1 1n.x 1�11e1r.•`+. 11..1,l.r.A•I-.�I In MIiN Fyy Nil. LItc4+lw, dlrjllrillwl E-+rnFHr� l'I��.ul II��I �:nnns. JLJv.i.l II JI 1-111 If,111-% .I.Ie"FU1141� .171 T 1i IS Ar. hjI J Lill I.bw kxii-A.- .11 114 SA •'�• ar' i]Iv Uuu L-Lt{a.z Olf? 31 ifi1 Irr. l al 121;duly L-L44,64l. 1T1rJL' nn e 11 AI)AIM J 1,4111!III- if 111 Ch 1 51 1Y11.1114AILL M1IIWHuLi TTAW 1151`1} lin 45 IYr 7.1113 iE7Llr.leJ s,lat.1 Yr I�•n.5 #!1`r YF nA sr !+ J117_M L...A.I.-.rrinl 17 1121 Ci A7 IF 1117j11n1 r....,uiu•,1115iJnnM1_Y�. }L 3111 [I• aNl in 511:111114 C„1..0.1 W.11-11)1!Ilk-•LElih%A 71 111.1 Sh 1`++w 1' 77.41 JIJ11%TrF..X.. 1R 1R]LFIIU I n11 X AMlk IYMI 7747 11 GV .1184 fu iJni nlnl IIanl4 Adl..lur1�Xnpe 17 ei 1A Fa In •4 unlin-0151.;- i1`.F.gfwg+SlY!uumol 1-'1 .11 h5 JE aI ri1s:A1hkMl-ly,...aLn.yallj. 1 #rti4pjgp L1�.'•I.1 Lhl,nlrI r""L5.hd1..ln.nr{gM_1w die nu1N eA 11 hl Iwlnl Fd h77.IcIa Al.�nr.Llylr�l'�s: }1 U1 1`1 � I n. fur.41wFEnnEmminLIAhmIIRYInwr'hh"A1114b1. ufi.ln nF (r N J+1 111 u'RmF,wInd Ruu.ILSim to r.ld 1`T•. 11 JI lh liA IA r'. 1gIl oh}I T1a1R' .f:�r111=r rMlr 1. 1�11 I nwr ! r+ .111 fl IM q 11F."1.! Ji.11,!! LS I I.1 .w11L.lJ u,uJlLlu}nI mi"111 W 11,51. Irrc 51 MIIIhPFL nrral,.[.riw1F null r>st111 Ih 1`,I II# LN.. .. j. m aludlrplJ 11-in nd f1FIrIM I11L+1`1111 w11ua 'A �. 111 t4741W 1•{'�n.Frl1547: INrwM III' II 0--Lk 14LxIL-.m.e.cJ I.Ir.-s. alba nM1 G +t "Wnlm T.nr,rrh a.Ja,Il iJ.rd4lTnl"�ryrr.l7. YIIYIIrt d7 111.o- 11 .WIlifn1111--!Pr-RrnR 7yre4-Ih IJ 11711 !h 1 '1 11147.1111 II1611IiI.I IhdlrIL'.rr 1WLI _ 1111711 FIN 1`f VM rl17 II.m1I F IFti M1I Ir 71 m I !rf�.71' 1= en 7. ext ruy urlr=,M1.,&,16 vtr 14.p. ;Fill R b?a illi 11..nvi Fn,IY-D Tr r} eL 14 I rl 412110165!!.inb ).k W 71, 15i l n Llmffl�r,,6+l)-liplill-mh wa-O.1 S..` nlNlyd ll4L.?la 14YtllIrc S'rtnhlola 14ro1%1111! TA {�iir 1�tlm A16r..r. N1n III !3 P I i 11. 1`W M1rm1,,.r. n...11111 1.7411 k1 YVATII-rl.alar[. •n ! IrJITrfF'fdi-cwt 1 r 1 1 IFF•PA%'IN f 1`l LC71114 If11hY1r '.Lkr.�i IJ T...r wl a UAb .1L{1Y NVM sr1.5 Ll-rly rurf elwle It 4111W F..�11.d1.771.iryl *f i Yi+,rJ1.1...T1..L�,r.ir•rTF1 of�1111..i1•111nrrrl.111H}7rr4YW11>t>rJ,4gk*M�y 3311 1�-I CVRFD 1N i'LM1 E 01P�1{' 111 I'4p I or7 I SE,MON 33 3112 2 CUR ED IN PI-ACE PUPS{CW) i FART II - GINERAL A 1.1 FLINT 19ARY 5 A. Sectioo tt1411id"-. 6 1. Cured In Place Pape(C'IPP)6-inch leu-augh 60-inch for gravity sawtary sever 7 r�hnbiliiltiiun H .f3. Deviwiuns from this;0l of Fort Worth Sbndard Spec i-cat inn w 1. Notre. rCf C. ReInted Spocificatioil Soctiwis include.bui 11r�next neces5nriiy Iimitgd Lp! I t. F3lvislon i]—Ridding Requirements, CotiI.rit41 Furinq and CoRd11 inns of the C onlra9 I' 2. l)IVkt!t?tt t —C;ienornl Req Liirem W5 13 3. Swjon 33 0.1 30—Sewer and M011h0to 1't8ling 14 4. SOA ion 73 01 31 --Closed C ircaiI TcW-vision (CCTV 105pc+:iIon 15 5. Sec1km 33 03 10-Bypass Pumping uI'1_Kisting Sewer Systems lt~ 6. Section 33 04.5p_Cleo lhig oi'Sewer M�iins 17 7 Section 33 31 SO—5r111iWIT SMT Service C'onnCCI i(Jrts and Service L I n e iS 1.2 PRICE AM)PAYMENT PROCEDURES 19 A. MC1LSL11'eir VL mid Payment 20 1. Cured in Place Pipe(CIPP) 21 a. ivleasurement 22 1) Meusured harFai)t ugly along the Ruvti ice fi•t m uejaer line to ceesier lint of 23 the manhole+)ii apptu•lenanca 24 l5. Payrrlertt 25 1) -rho work perfornsed and Inuterials lurni,ht�d in nccordwive wdill this 11cm 26 until rnedsured n:t provided under"M"surernenl"will be paid 16r at the urrtl. 27 price hi4 per 1111eur fool for"CIDP" InMalled t'rtr: 2$ a) Vltrroru srle�S 21) o1 The price bid sIla II in>!eludc; 311 1) Mnlsrlintion 31 2) FormshinL-,load rrtsialIirig C[PP as sp�-cifi d by the OrmiIIgs 32 3) Hilulrng 33 4) DispogW of exmss materitil 34 5) (:lain-up 35 6) Cleaning 3+5 7) Tesling 37 1. Service Rmenn"Ima.CfPP 3N n. Measurertieni 3g I) meat urcnicaat for this item shaI1 4c pet-each ser vice reconi ixted. 4f1 b. PSlymAra O rY Or FOk L WOR11I Ii1o'115—,I III—-popwIIII.I'X11ho k%I'Ni-NrAw r4mi 1;1114 W15 III,I'I.&-;I%IN 1511'1-{}4 srnrvna+tl t Lc?f r4 rkL14 ti{7 P$PFLCiFrr,4TiIJP! .1K1JF'It�Mr8 +,�f& �4 W4,13 PI0u1-1d4i UC41OL&26,20]Z CuRtn1N I'VLACIE Mr1J.tC,IPP} 1 I} Thew)rk PerForwd Anti nuiterlRls fljrmalred ill accardanec witli Uiis Item �rnd momred as providcd under"Measurement"will be paid for ai thu unit prict.bio VPF each"Service Regisuimectiull,CIPp". 4 c. Th::pri�c fid sl>1a11 ins lutle: 3 1) N Qofllzntion f+ 21 FurnisliihR-dnd ftirrtu(ling CIDP RS Mud d by the Prffwhigs 7 3) Tfauling 8 4) Dispoaal of excas�materinJ 9 5) f imm-up IA (3) Cloning 11 1) Testing 12 1.3 REFERFNCLS 13 A. RefOctire Stnndards id I. Refere nce sta ndards diad in this Spee ifcat iali refer tp[lie cwrrwit reference 13 sta ndiird puhlished at Qte time of tIto latest rev ixiurl dale 1139Leil at the end of thin 16 SPU ificAH011,unless a skate is-4pNiiieniIy 0led. 17 2. Ameelcarl Afisociation of State iitghway and Transporlallan Of'c%fs(A STiTO). 18 3, ASTM 1nicrntitioalal (AiS7'Iv1), 19 a. DSR 13, 5tanard Spccil'ieittion for 01jred-1 n-Placa Tllernio.witirlg Resin Sttvol' '-'(1 piping 5yslems, 21 fr F1216, Stundatd F}ractice For Rehabilitation o1'Existing Pipelina&thiel Co1>Iduit� 2' by the Inversioli and Curing of a Resin-Tlnpregi%ted Tuhc. 2. C. F1 743,Staiidird Praotiee-ror Rghabilihit ion ofExistirlg P pP jlnes 411d co,Iduiis 24 by F,uIled-in-lrlaee IaIlatialI of Cured-In-Place Therm gcttingt Resin Pipe 25 (Cl PP), 26 4. International OrgunizatioTi far Stunderdization(ISO) 27 n. �{W,OtlnIity ManagernenI Sys Wm- Fundriniciitlxls and Vacabtpljwy. .28 S. Ocunp311onal Safely and Flkmll4 A viiin,,trution (OSHA). I9 1.4 ADMINISYR ATI V-F Rh;QLTIREMEN`i'S(RIOT USE 30 1.5 SUBMITTALS 31 A. SubMittsl$�Ito ll be in acwrdance with S=tiaTi(l l 33 Qf?. 32 13. A1.1 suWnitia.ls shnil be iq)pmed by the City prior to delivery. 31 1.6 ACT10N S118iviiTTA WIN FORMAT IONA1.SUBMITTALS 34 A. PI'ueluet Data 35 i. FJexible Liiie_r(twhv) 3fi R. 'I-ubulnr uurlilax�ry try srxtiwer tt4gn7elit ltnli,tg regtlirerl�'lI']' Clri�knesg par section 37 2. Resin 38 a- 39 39 b. Test resistlrlg te2ting purfortned by rosin ttutnuti ctur#r 40 M Shap Drawinp 41 1. Provide caleulntlons W 5tlpp011 CTPP design thickness-after euirIng. Ligi the 42 toIlow ingcrilori a used tar LheCEL ICLl 4titlliz�: 43 a. Atssurnmi bostpipe t�&ditlnri i,'1'I'Y OP hORT WDRT11 I.nu wl'....dLI1.o,kW J'AfM.w+kr a u.V14fp.r yn l+.+r..w.i I I IoFL%%ki.I it ivvri%, 2 1'ANDAFfOouwrrR cTif]Y+1 BPECIKWN-PIr,1N IICJ ULJM"TS OPJV fr0144S Itovi5�fd Qa9 mber]a,1.a0 I] A 31 7�-.} CURVOIN W.ACFP11PFIt:InNI 1'ap�1 nr 7 I b. Gi'avad water Iable clew tioil 2 c, Dq1 fli of cover at deepest [acat Ian 3 d- 100dijhis ofSol 1 st11 it " 4 e. Lgng term 1110dL[1115 Of elaMiCity 5 t'. Live loading 6 g. Factor W'safety RgUMS1 bLicicling 7 h, Assu[ined pipe ovakly li C. Ceriificule5 9 1. Furnish all aftiduvil s:ertitying that 1111 C Mj T>>eeia the pro0;iom of thi-s titctiaT,and I 0 rnWq the reyurremen>.s ot'abOVe ref rencec[ASTLM slnndmrtl;, I 1 i7. So[irce Quality Cmilrol Submittals i2 1'. MeMflrcuirer in P1+430&tlli'd party [eMl rcxL4t6 supporting the lung lnrin [3 peri'ormaiice smd Alruntural strength of'%lie-pipe being rrigimfomred 14 1.7 CLOSEOUT SUBMITTALS [NOS'USED] 15 1.8 MAINTFNANCE MA'rE RIAL SUBMITTALS [NOT USFDI If, 1.9 QUALITY ASSURANCE 17 A. Qu8lif1Q[1 i0na It{ i. M+ Ltati[`ncimHngiii ldIns WIlatio11 19 u. Flnislicd pipe shnII be[hc prroduet of I mal rtiftcIW-er', 20 b. 1.1ncr Mill ILlfil iunn}; Liberations shall bcpi; iormdd at 1 locatiom 21 a. 71 Pe p1pr.- maim fiLICRI1W shE113; 222 1) M]ve performed a minimum oF50.0011 Ji e[t)l'v twum N insliIlllC1011 ill Lb0 3Jnited Stars 24 2. All pipe f rnished aril] installed shraII bo in cnnfoT-mvcc with and ASTM ri?IG(6- 211 i11ch 111f0t)0}1 69-inch) 26 13_ Certificat.iom 27 1. Manufaoturing aild histaflalicsrt Fit C1. 0Perr[tc I}ilse mr1nuiaetaring and II15iral10Uon under a quailty Mamgertiertt 29 system c,-,Ttified by 01ird patty ISO 9000. P"Ovidd proof rrf cortitleatinri upwi 30 requW51. 31 by, irIns taller is difilerenl company ihrm M i}nulocturcr, then rnytaller must prbvide 32 ePrtif[caudn fraill the maturfacturer 11101.heIhels lieellsatl.atrd (Fully lratnc,¢ .. 33 an InnlalICIF cf Lila product up Oil Iequest, ,+4 1.10 DELIVERY,STORAGE,AND HANDLING 3.5 A. Storage mid.HPiidling k uirerrent$. 35• 1, Follow manufacturer's recunmiendntilyn on nit!it;)r'age and liendlin$roquirenidmis. Crl')rOFFORT WQATrr 1 111.10141p!13 INIPIINPAEkIO V%%IInr*N.Wlatkuo-,q,n,pI I W&�p. ..w YrANTMAD['.lir¢SI't#4.1L'1'Y[}h}smCIYICATION[Yr(A1h 7�S; WM,cC 0244) rltuloW r aember 24J,2i11Z 33.11 12.4 CUR EFDIi+!1.'.l- tPIP5CCIPP) 1'W9e 4 nF%7 1 1.11 VELD ]SITE] COND11-I0, lNO'r USF[1] 2 1.12 %VARRAWY INOT Usr it 4 2.1 OWNER-PLIRNiSHLD ii,)RI OIV;MI1,,,] SCIPPI-,IEDPRf]DUC-FS(rIOT LISFDI 2.2 FQ JrPMFNTt PRODifCT TYPES AND-NIATERIAL,5 A, General 7 1. All(ripe fvrnishml ari�j illalalledS11a1I be in';Qnfnrrr*-nae.Willi and ASTM x'1216(G- S inch Through 60-incll), ') B. tVlMllthctureC mid lmmllers lf1 I. Orrty the A1:tlllrractuFei ins#811cC6 us 1191od is the City's Siar3dai'd Products twist will 1 I be ann iderarl os shown in Sc:ctirart U 1 60 On. 12 JI, -nit.Mulluracharel'i kis Iola 111u51 cumlaly wiEll this 51)Lcikatiran 4111d a-elated 13 Seetl���. 14 2. Any product#hai is Iaol listed ull 111e&tont ird Fr„ducl.s.List is considered a 15 8uhstituiiar!and shi JI be isubmittW i i i accttirdancc With sactiml 01 25 04- I(i C. 'N!r or111911c,:i Mnigrn Criteria 17 I Lincl'(wk) iK 0. DdSign liner For a SO-3 cer service llfe under t;f111#inu tis Iaading Ccmditioil8, 19 b. COM-,idea'Ikl hontll119 W 01c original pipr wul1. 20 r. flnr:c deRi9+tl"I'I-N fully de.101'Ioraidd 11Osl pipe ct ndiOian as defitlyd iii 21 ASTM F 1316. 2 it. CxletlliLte vatI Eli ictcilessp�r ASTM F1216 APlacndN XI., 23 1) Asktime the tart lowing Wue%for the design: 24 a) Safety Faatoi`(N)_2.0 2S b) Ovallty(0=5 percent 36 t} EnJ'alicemetlt Factor(K)_10 17 (1) Groundwwlttrr Dr-pIh(If -pct T)ra%V HgA,feet 2A e) Soil DeplA(K;= M Di'myings, reek 29 t} Soil Modulus(F')= I'(100.pal 30 g.) Soil Densily.(w)— 130 polandn per eubie.root 31 h) live Lund=ASSHTO 11S 20 32 2) 'rhe minimtlrri aIlo%vuble wall this kLien for 11bergl gR iikter is 2,$ 33 11,1111MeW s iLrLd can be increased as heuessttry to-meet ASTM F 12 16 34 Appendi!r X I design formula. 35 3) The minimum nllowablc woII(hicICIlos Fey fell 14fer 6.6.0 miIIitntlers niid 3S imp be inerr�ged a,IMcOsary tt)mcci ASTM F12 16 Appendix X I [lesrgn 3.7 N-niula. 39 4) FOurgln69 ti fell p!'oLducM helow the gal minimum waJI diicfcness;'fill 39 nut ht allowed under any cirvuiTistltn"s. 411 D. Materials 41 I. Liner Cktbe) 42 a- Tlie line consi:lts of,kbsor6enl nota-suavest felt or seanjkess.spirally wotmd glamL 43 fiber. Crry IF FORT WORTH iw.')UUMi.r.i 0-IN .uu.tin•ruvwwn9ia,r�rinhHKlllKi�wil rut 4x��.,�„ ,i r 9fANU#iRDCOhi9'i'4lltC1'IL1b1SN i'!NI�lkiIluVIIO t1MF:l`!T4 Dr.{37.de�+�dr,7 RtrlsW-I1ceember]kt,2G12 C!UAE1)its PUCE PIPF ;1:1V p ILII L4 1 01 1 b. C.1115lrticl liner ttt Willis#and inshnllallgn preasumg.iliave sufficient strengtb t4 2 briclgc massing pips:and sl rutch to fil irregular pipe sec tioltx. 3 c.- Thew ant Illlc]-shaII IEpVe a I-el all vcaY%IIIrForm 01icknONS that%V lien 4 comprvsRe4 tit iilatrl11at1on pregistres wiII aqunI or cxt: J Iw cal crllsled 5 millimurn design CTPD wall thickrlegs. 6 al, Manufacture lister to a size that whell in5tAIled xvill tighlly fit Ifie irltelllal 7 01t{'.un1f;rreneo All Iengih al`Ihe original pipe, NTake LiIlowanca for g tarculdercnlial strelchiii'g tl►lriltg i ixnstriiptian- g e, Manu#sicltire tts lerlglh vcciMsury lo-Hilly+l#pan Ilie di Malice 1:tnweell Iria"holes. IIS lnt:lutle Sit11 It'ici�t a1nourll of material lbr scalhig at inanliol s alid prOitucL I I 3arrlltle, if feCtUirtd. Iy F, Thu wall colter of t11e interior pipe surface oi'CIPP Ael'IamlisllMiurl shell he a 13 11glItTefleQLive C:glorso Illat El cleA1`,tletailecl ex-amirlalloll with CM-V 14 ingpeoi it-in per Section 33 4I 3 I cci{11 hQ made, is 2, Rerxin 1 t; a. r11C re.iit s}rstem;vill l7e inz,nlituoturtil by 11x1 apps t�'ad sampan scioc L b} the l7 CIPP ljner rnalllil3c-torer. Pri)vide ductimcnlalian of approval, if vctlu6sked, 18 b. The resile sysLom shall be corrosion resistani POIYOster-Ut Villvl estal.sy-5t01n It1 fnciuiling all Fi-qu iI—ud catalygts a9d Inllltitua,s that create n c rrillaslte 1111ti 20 5;illisltts elle rquii-emenN oi'ASTM T']3 I b. ASTM hili 13 and As,rM F 1743, 21 t:. The resits Utes[SKIL11 produce a proper CiPP systtnl.Which Ivi1.1 hr reLls14M IQ 22 atriisioil 1:jiww l by SO"L grit Ll 1-sa1ltl. 23 3.3 ACCt-SSORLES [NOT i.ISED1 24 2.4 SGURCE QUALITV CON-FRO], INOT USED) 25 PART3- EXECUTION 2.6 3.1 iN TALLE RS INOT USED1 27 3.2 EXAMINATION [NOT USED1 28 3.3 PREPARATION INOT USED1 20 A. InspWicil 30 I. PI'ICi1' to Installzioon.QondLivl All Irlglp et1411 01 ItIO rxi6lig pip*itte-riLifled for 31 rehabiIitEaiion aloiig with isle sui'rou10ing,job MW 0onditions. 32 2. CL3mltlete a Pt -(-CTV llispectiott per Sectiopi 33 01 3l. 33 Observe flows al different times Of Lhe&IC to dctat•I, lie or verify How coMditibas. 34 in preparation ror bypass ptimplity- 35 4. V.erifyaicecNsibilily condilWMiteoovdinate will,city 'Vprdinge emenloGce.^ts 3(r anis limitatinns. 37 5. Confirm full 0ircumf'M'O l e of the hese Pipe Prior to lil,ln�.is a:ngtii'C rlt�T+1p colt bt 39 rehabilliuterl withou I c0111prollli;sing elle CrPP sysLeni. 39 13. Hpst Pipc'Preparaiioll 4f] L Clean the pipe pttr Scetinn 33 04 50. 41 21, lnmpea pipe ns rcgtilre€I by 111k,Speclfacatiotl, OF FORT`<01kIll .0..1 U.—JrJl 0 P41111M N1W Srn Will tiAAs'A MPW. Sl'ftrtOAlitiCTINtiTitIKTION$r,E.cIPtClll'I(1N1I'pl.Il;'4Jr.1ENTS a� 87 AMINS Itev1"A Qresmilef i# 333? I7•G CUARP IN".'.'E PTPF;CIPFS) Polio rrr7 1 3. PeTParc for hypass puri:lpingper 9Xtioll 13 03 10, 2 C_ Uncr(tube) Prepfftatis311 3 1. Resin Tnip cgnatlitit 4 a- tmpi ega1ate Rle I icer ill It&aLural ion faciI ity wIwe the en Y ironmeril oan l}i,, 5 MlsiMentIy conIroIled, .f+ b. Use sufficient quantity Ofire5i11 to fill the volume of[ter vaift in tho tube with 7 a4ditlortal 21lnwatle•es for polymeriziitian shrinkugeall d lheprsrentla] tasFtol' 9 rain dit1•ing 11tsnlJLadon Ihrough cracks ittld irre pilarities in the original pipe 9 wall. 1(I t;. Vac LID M impregnrite [lie resn Lill Iicing a m01urlmd pingll VDI aeT 10 cei Proper T I tliicicr*S, 12 2. If tralsiptllUd ID tier sille, mrNgerate ag neciasary to mainiuirl sratlIe erlviroilauenl for 13 the hilrFebularLM lNiur 14 3. 1NSTAL1,ATION 15 A. Sttftety if, I- Cam-Y nut ullerati0l1 ill>3c:arr rtia?tc with till OSHA ari' ma?trtfitett?rt'rrg safety 17 reiludrernents lneiuding, but not liixiited to, 4atety etgtlir+:eltt♦tets involving confined 18 space enr.ry 19. B. Liner installaiLoll 2a 1. The impreo 1aled Iiner call be placed iu tJia pipe by aitC er dii'ga:l iitvcrsion or lila Ault 2.1 iix pins:e nlethodl 22 2. Fallow ASTM F 1216 Sp-oci�icatron for:cli.rect tFlversiort [jig talluticsl. 23 3, Fol Io3w ASTM F 1743 Spix ificaliion tier pulled Ill place Instutlati011. 24 41 The F1ntyhe4 CIP11 should lxc'con ciiiu(Fus uvor elle entire length i)i'the rat,and tie 7s l Norah rind fi•ee:#'roni still-9 Liu itial Wrillkiesl its{veil aA dvfGcta rind impropca servit;e' 26. ccrnnelGCiOi1S. 27 C. curirTg 28 I:. C'udf19 Of the CfPRMay be done by wLter, rstcel111 t1r UIIrn Violet (LIV)liblu source, 2`J depend in.-un the Iiiler type-and)'esiil_ rarIi.nlvthild ill w9t tallnly tlirj rccotru-neudati'p11 of Lila IMnufaCtul't:J'. 31 , PittCC q wtrinerlt a;mount of tellrtpiiFaWre andior mon iioririg gauges within the 32 system In in.4urc coring throughout the linea v;consiAunt anil ttililbrin. A ini;nitllum 33 Of 2 gttq ges is.required, 1 let each ond.of the l i nee. 34 1 Upon eomPWiall of the.vuring precgns prw7 idc the Cit} vital tilt ntdnituring data_ 35 17. Rcirtltltttatllrlt rye"1ote:ral cnnTteiliian� 36 E. }Hier the:tiner pil=is aired Jil PI?tca:k dve the hilml catinectims rein.rtat .la hhtn 37 18 1ltstlrzl 2. Rt comate the selui"by Culling the liner Fenn, 1110 iI.,Iiaile of I.1le pipe. pur slnnll 3.4 diamerei'pipe a reinote operrlwd cluting devic4 rimy be used. for larger pipe the 40 liner miiy bei:ul by ilgilli. 41 3. Ali itlieriial cul. is cf.widerekl if the button 1l3 of ilte❑peuiiig mntch 42 lilt!C>e:r�leng tip invert, there are nt' jagged cdVs and ai minimum nF95 perecill a31' 43 the tap opening 1s restorcd, c1TY OF FORT WU rkTl1 ll nllrl 1,rare I lli r.l�{y1S i'1�5 I W•ri}'ivll\ V I kI rM M1IIM ally!III'1 I';Wi'iSt 54,14'Y,S,, MNPA PDCO MJCMUN'PECLA(ATJCMni7t:alMRN'rS t1�387{tOT#�{ K"stV�tamher!Q,:n 12 1331 1#-7 cuREp W M1 %CE r1l?E(0 111'1 hal$c 7 of 7 1 4. Blind holes, over fiiltliklc and holes that miss t1» tap muo 17 mpftired to t.hr, 2 sudslboion of the.t'Ity. 3 5. Ifaddi06nnI work is regtllr€sl to restorc ilio lateral conn uctimi vu 1. de of the Pip0 d rkAIo v the retluiremen r,a of$ectian 33 11 511. 5 3.5 R1:PAIIR(I1F-9TORAT10N INOT USED 6 3.6 RE-11NSTALLATTON INUT USED] 7 3,7 FIELD fool SITE QTJAL11'V CONTROL #� A., FicId Tests-and limpcciinrls 9 1. Owted Circuit Televidoil(CCTV)lnspectioi I0 44. Pt:r#iirrrl n PrCfiCCTV;trid a Pint-CCTV 1nspeclion in aiccordnrace with Sedian 11 33 ill 31. 12 2. The inapo�lion nxlst be uomplemd and t1w y3ahly•f flnsta HiVion must be acr-r9lnbld 13 lb the Clty prior to restorinI;servigos. 14 3, 1f fihe EfPP is degnio iinnoeplabIt by t[le City, prop ldr_+a rncthud o1'repolil.ti l replacement for review imd nppi-ovnll by dze City. 16 :3,8 SYSTEM STARTUP INOT USED 17 :3.9 ADJUSTING INOT USED] is :3.10 CLEANfING INOT USED1 19 -1.11 CLOSEOUT ACTIVITIES [NOT USED] '2o 3.12 P'!ion',{:CION JNOT USI"aDj 21 3.13 MAINTENANCE INOT US Dj 32 3.14 ATTACHMENTS IN[?T USED] 23 END OF SECTION 24 Revii7mi I-og I)ATF. ANIF SL MMARY OF C14ANCIE ,t ;.'L IN OF FURT W{11!,711 I•W_I 1Il51x 1 I V 1.•1111.111.1 I'1 I',I'HlkId%%I IN 1)91 All 011i AFI Vill 1i1.1 L1 s 1 14L1 II1-kit-M �'I'h fJ r3,lttC1 L�rJ�15T.Rk1�1'lL7h�RI!kCr��dkTa{.l�+i C,lill'IJ h3Ff41-g U7,1R�'t1F 1l2�d� I{sti��rl I I Iect�rhdl 741:413. J3 3,M1.r tiAi�ifTgRV 64VElk ir{iYIC"�{{}HM CTi MANOgmv4rxLimp POge I uF 14 1 �E�'1'IOV 3:i 3i 50 2 SANITARY SPWVK SERVICE CON AND S-LRVT(,E LINE 3 PART I - GENERAL 4 1.1 5lli4 MARV A. •Secticm Inclddes: f, 1_ Savitary Nower xekvicc col trlec:t1gii:%service I i n e and 2-wmyi lganOnt Imm the main to the riga-of-way,aN.%hown sin j11e Drawirrg5,diremed hy. the.Engineer and 8 Specified herein for: q a Nmy Service h. New Service(Rered) I1 Er. Private Sery i ce TI-el ac�tj ton 12 d service Idem mmernent 13 Br D,-viatioms from Ihis City efFort WDri11 SIandard Spec ifwlaiivn 14 1. None. Is. C. .R#it°Gted Spee fication Sec jwis includc,Ear,t Lire not iiecessal•ily limited tcs; 16 1. DiYNion 0-11idding Requiremenrs,C`,[xitn.c Forma and Cond[I ions of the Cona-ac:t 17 1 ID]visimo l-Gemerai.l R-tqutremv vis 19. 3. Section 3305IQ-Llll1ity'T'rencliEX004I.iort, Embedment and Backfill 19 $. Soulon 33 11 10-Ducillc leen Pipe til S. Section 33 11 11 -Ductile Trop Fittings 21 6. $ec lIan 13 31 20-Pio lyvinyl C.11100Cie(PVC)(ira'rviIy Sanitary Sewer Pipe 22 1.2 PRICE: AND PAYMEINT PRUC'FFlI RES 23 A. Meusttrem-ant and Payment rhe m_r in Ohl's Sr*,'lon ars'hilorded?o he rxmlhined f r 24 Iprouifir projc+�'1.4�1tru������, Fin.arca/111, - Jferis 1, J or•.1•,•lrrfuldho tr•>•cWuhprc'fi�rIt 23 Protunsm,Or ed Id if. 1lcrnr•s' t, 2 rrr 3.alrwdej ho um Y.rif;rfdnjra WruOlr WW heal 5.16,v 2b. u.,fc cr I t�el�atft�",fine ili��its�, ,ar r i'rc E r.s :Jrscf ar tt>,Y.r r ixrk� fhi' r1,xlit� .sFrur`re�, 27 Sema f or 2,Yhwr{dl}a cwtttbur,r•,1 isi k Frumv 4 fu1413 foo'a s&r•wj& t•t1oc{�dt•ttlrt+rit��ha 28 •serldep is N•01g tMrrVtlnrrtty'fl;:rri .1lt++'f Irf)rrl fhr'�'Cr,tif(►��r.�'rrr tiai�Y.� 29 1, New Sewer Service 30 a. WOUramen1 31 1 lvlu4vuremVIt IOr Ihis Item shrifI be per eaich"Sewer Service"complete in 32 place. 33 b, Payment 34 1) The work performed acrid materia Is fxtl•rtish€d In ao mftnce with tlair311arn 31 will he pail for n(Ilie anis price bid per each"Sewer Service"inmillled for; .3t �t) Various sim 37 c. The pr'ice bid shAiIiiaclude: 39 1) Furnirrhillg arld irt5lt111ng New Sanitary Sewer Service 1...ine as spec: lied by 14 the Ditwing; 40 2) -Pav+.riienl rell,oval Al 3) r~,ravatlon ('11 Y W FORT WDRTH r+.k+iivsivr+ �rrWRufinrrn• i•uiklxa3iaquy�+xrE namur+�•oIUYi aaytw,swFwrriS 51-AND A IRt)CONMW TI ON SiI IMCATWIN Wcti rpt I MTS 02�V iievisW April 7k 2413 31}1 sts-2 SANl'I'ARY S{_wE:R FF:RVICF C:ONN&`T'I[7N2i4NT)WtVICF LUNE PalEc.7 of 10 1 4) flouling 2 5) 1)isp 1 cif excess rnRIorm 3 6) Tee corneetion to mr ui 7.) la i tO nIp i 9) 2-way clean on[and cap with uoncrele-pad ,r 9) Sririactl I'esturatiap.oxcivailtg Lrvas`3(seeding,sodding or hydre-mulch paid 7 �W111tt:ately) as 1 t!) Furnishing, p1;A6"g.ia d C13111PaCti011 of elfi t !drnclll I 1} li urltislting,p1�ocitlg,Wid comp�-lcl ian of L%wklill l;1 €i)�'lettn-sip l I �. hle�v T]trt<tile lrnit Sokver St�t'vit:e 12 ail 1�eesv rcrria:rI l 13 I) iwleriNuremenl for this Rein sliaalI 1�e pe4'each DucliIp Iron Server Savvwc 14 complete in place. 15 b. parnent nG 1) Thte work perforated and ma(erinls k5irnished in nv.cardrrrlce 1vit11 this iI�M 17 will be paid for Qa the unit prare bid 1Tgf eacFl "DIP Server Service"installed !R for: ! a) Varigus t#bws: ' tic price bid shall ial Jude: 3 1) RurniAing and lits{alI1ilg Now DTP Sit niItry Sever Servico Lute as 3spucif•'ietl b.y llic Drawings 23 2) Pavement a' moval 24 3-) Excavation 25 4) Hauling .ti 5) Disp al «€`excess mtucriel 37 6) T cunnecllun to drain 2$ 7) FitLIng � X) 2-way clea n6l aitrl cup with uonerettpad 30 9) Suvfhc'.rclturafti,"cludlag grass(se$diilgt.wt hig or>hydroo. i lah paid 31 sepuritely) 32 10) Fumisating.placing and ci njpa4tjolt of emherin1Ctl1 33 11) FuritashIng,VIn.eingandcornnaction ofiiackfi11 3f1 12}Cleary-up 35 3. New Bot-ed Sekacr ServicL 36 R. Mea$tn'embilt 37 1} lyieasxtremvtlt for ihiq Item s11;t11 he per catch Bored Sewu Strvrce complete 3R in place. ;9 P.Oy tem 40 1) TTtt work;M.rol'r112r1 ant! IrtetOriaJ.q tin'1ti5hCi1 m Accordance ivialt tlti lterta 41 and mkeastkrcd asprcivlde-d undel-"M+ asurement"wi11 be pal IOr at tita unit 42 11I'rfit:bI4i pttr each"13or;'d SeNver S&%.ice"iatste1Ied ibr: 4t a) Vadmu sizt:i 11.1 11) Various mawr'ial� .15 c. T 11e Price slag 11 lilt!lua le- 4fi 1 Furnishan tend inFlrrlling lrlt'►v Snnilaly fewer ervi z 1;iria:us 5pecitiesf ley 47 111e l�t'tI�V1raS 4R 2) Ilnvemenr mclnnval 44 3) 1 U13L%ration CPIYT}i tOO,w[kTH �IIU�CINb4tk re &W4Yll%.QWSW:11,,1111*I.1PIR 1i5M-441111111'011, STANVARD CO NSTRLdC IOX S PECLHCATION rJf,Y(W EN-S 4:i S9 5u UZ�d7 Rvvifigd AOI 1b.--Ili 1 5331 Su-% SANITARY"ER BEF(VI E CONNECT IONN AND SERVICE LINE lege}of I U 4) Houling 2 5) Disposal of excess meterial 3 G) Ter<con iiecdci n tis Isidiri 4 7) Service Line 5 $) Fittings 6 9) 2-,wry cicarloitt and ivap wills concl-ate prod 7 10) Sigrf&:c restoration virroundirig 2-way cIenFrou I)FurnishIg.placirig nrrd Camprrclion of trnkedittcn(Ftrtd back IIII g 12)0can-rip 10 private Service Relgcatiulr II a. Mcmrerrlrut 12 1) MCMI.rrt:d llarirontnlly alotig rhe Sl rfaOe from I: rlter line to center Ii Ile of 13 11te Sitting,manhole or uppur#enance 14 b, praymenl 15 1) The work performed and the materials fumi'slied in act ordaiicc%vit.h this 16 stern and measured as pro vidod under"ivleasuremvio" %v 11 ha paid for al Lite 17 -u111t prrc;bits per linear-foot fair"privnte"Sewer. Service"instil led for; 19 a) Various smears 19 b) Various matcriuls 20 c, The price-.;Ila j inell;clo' 21 1) Obtal;iating appropriaLC Permit 22 2) Ohl runIitgRIglitofEntry 23 3) Pertorinrng rblocadmj as.Twified in.Fhe L7rn3ujrig,; 24 4) Ext-,Lmtpoll 23 5) Harullrtg 76 4) -Disposal orexcess Mdtarirrl 27: 7) Scrvice L11Re-private aide by plumber 28 8) Fittings 29 9) Furnishing.placing and ccmipuc(ion of ettihedrrient Sit 10) FLIM i.9hing,pl8eing nnrl cr mpactIcal l of hEu:t#FI1 31 1 1)C.Ica Fl-up—surface res torption,excluding gr Liss(seeding, sodding oi-l,ydro- 3=1 n iutch paid sepaarately) 33 5. Sewer Service Rmuntu:ltion 34 it. measurur"a t 35 1) MCahurulliolil For this Itcm,4hall be pur ert0h"Sewer Sei-vice ReconneiAI0JI" .36 4ornplele in plact:frrlrrl frtiblic service line cannectian.to private service-llrlt: 37 Colulcel Ic n. -IR K papliew 39 I) T>is W01-k performed 111 c13njunt;li1)i1 with tLc rehrcuIjbn Rif at Aewwer ycrvice, 40 aucciitlod with private s.y,vice line, FFttiltgs and c"rtowt S Bial ar less ill 41 Pal-Y d'"Let'I)" "Ill(iio 0: nIUlirtc k)FtVIC'6XisLitig scrviec line tined the 42 IMELI.cdi Is turtaished in accoi-daiwe wit Ill is TImn %vIII be pnIiI tar at Ilio un it 41 Price per'oath"Sawzr Socv+ce.R=onnection"p,,T ormed 44 u) Various;service silos 45 c, Tho price bid.9lrsllitlt;1LI&I 46 I PI'iVotC naa'4FiC[Eric 47 2) Fitt.illp 48 3) Privatc surnnection to sewer sel'vic:e 49 4) Pavement reniuvo I C 1-1Y CIF YoRT WpptTFl rsle Ih�S+R..rA�ru•Iii FY rxrR"f]frhH 4VI I NVAN gPIJIJ490H HSI,tIISi WJL'_-}N.14.vinrn PTANlDARIa4.71A T 1.17rUNSPECIFICATIONOOCUNIrINT8 KcAccd ApM2A,24iI 3'1 31 50-4 SANITARY SgwFR UNF I4ngc4 0l'I U I } Excnvation 2 6) Mauling 3 7) Disposal Gi'exce&.s material 4 8) Stkifics restLgaljur,excluding gl-ais(-seeding,nodding sir hy0i'o-mulct,pitid 5 separately) 6 9) 7 I()) 8 I I) ('leurl-fir Cr. 2-way C]Lanout I f� a. Measurement I I 1) Mj1 j:surenlant Coi' [III 1Leni shall be pei`re.�:cll Mien only Il"2-way Cleonwl" 12 i>, in-tullcd 13 b. Pay menL 14 1) The{+pork per rormed and Ilie maierinli l"urnished i11 acoi)Marioe WltIt thks Is Itch shn11 lie pnid thr al Ilie unit price bid pet'each"2-way Clea tow" ifs installed for- 17 a) Various sizes I& b) Various,Materials 19 c, The price bid s>hail kiclude: 20 1) Fumigliing and IjimaIGltg tilt 2-way Cleartnut urti cap as specified in the, 21 DrRwingR 2) Pavement removal 23 3) cancrete grad 24 4.) Surface 1-Warmion.cxcluding grass(sccding,suciding ur hydra-mulch pied 25 sepA ra W y) 26 5) limning 27 6) DISPt sat of excess milt a ria1 N 7) Fuerliahfng,plucirig andcompact ion rzfbackti11 29 S) Clears-up 30 7. Service Reinstatement 31 a. mrantivem-eiv 32 I) Meas ua'cment for tisk heir,sinal l k)e rel' :eaab RCinstateMCI t of ServrQe 33 zissoc1aLtd with the stWer ,,mill�)thlg 1'0111ibilikaWd by a tl'eIttrllless method, 34 ll, Payment 35 1) 'rlie work p,:l•formert-.11111 MLIIt riah',f11-1li8bUd in=01'daLiCe WjIh this 1I&n 36 and mcaSured wi provii[%%t ur4or"Memurl:rneal"will be Oaid for at tiie wriL 37 p ri Gc b I d per eili~it"Se.yer'Servicc, Rcil statvinclit far; 38 0) Vnriomi sizeR 39 c. The price bid shall mciude: X10 1) Tap to existing blain(if I-equlred) 41 2) Pifvement removed 42 3'1 Excav-atitmi 41 4) Hmiliag 44 55) I' KPI)sal of c-im;.q ninteriili 4i fi) Tee cmin"tion to ronin 46 7) Service line(it mjtiired) 47 R) f iui.nge 48 9) F4Lrijishilig,piriciiig rmd comp os;#ion of est halntent nlid bac kiill CITYOFFQRTW(IF"Ild .17II.�.o Iq.LpPId..r541A,lllrlI(II,.rN5rjPi31"IP 4Y4+17(71:11i7IIii\If11PIAT,VY M414jhIMpw STA NitARt1 CO N GrVILOCrION si?U!IpaLATION DWVMmrs OW 64 47444 ltgvi"l+111ril=fr. 3311 nrf 94"ITARY ��Fpll SSKV1C.4'MNNEC 0.45 AND SrzfiVrCE r-INE Pop 5 of 10 1 ]Cl}C'[ean-u}r—5urtnce rrcttlrill:icorr,excluding gm8s (s(v iing,4oddi118 ur hydrn- 2 mulch paid scpftriTleEy)refrxellces 3 H, Dr-fi 1ilions 4 l. New Service 5 4. Now service applies,tD the installation Ofa WI-Vice with cl1llllectiOli iai a new or 6 Cxiating t;ewer errant, 7 b. Tile service ntuterials would include service life, fitxirt&,i and clonrlout. 8 2. rittrerl Service 9 ax. Bwed sarvwv applies to Ilse installmlon.of'a lepvicewllly connection to o etc+v cc 10 c1,[RU ng sew, r maim iriclf dIng p bore under nn exl8ling road, It b, The sorvice materials~, oul[i iricludr,service line, tittinRS 41a vlaulloul. 12 3_ Private SCFY ice Reloofitinn 13 u. Priwlto cervico rrtli aIion applies it, the rglacerl'terti 01, he.exisring sewer 14scrvjl iilie ten prlwale lseallwy typically asxccistetl With Lbe re1mc,tior[0 tll� l5 ex in11lig Mniti, If Is. Typiaall =in relogatiioii will be frorn a Tear loL etisernenI or alley to Ilse street. 17 4- Sestri�e ReintsluWmenl 18 tl, SedvictrcipsLaienletlttPPIiestOIhe*Mon neetion ofaii:cxis[ingservie-fftoall ll) existing Iliain ihrsi Ilan Tern i-fiha{ditatml by[mriclllem Inethods 3ucll as plpe V1 GnlargeTrtenl(pipe bursuttg), slip lining or C IP11, Refeirenoi=Sittndards 22 l- Reference standifrd.';cited H-1 this S.plxlt7ei¢tioti ivfcr to the Current refCrence 23 stlndard publislied at the time of the Iatest revision data logged.nt the end of I11llt 24 5pe ifiCalion,unless a date 1R specitioally 1,1led. 25 2, ASTM Irileri,lati011itl (ASTM): 215 a. ASTM D3034 Sizndard Spcciircatioti for Type nM Poly(Vi nyl-Ch1tride) 27 (PVC)Sewer Pipe nrld Fit Iiltg.,7 28 b. ASTM 1)1785 5tanc{urd Spcvifi,:al:iQn for P0Iy(Vi ny I Chloride)(PVC)Plashe 29 Pipe, Schedules O,}l{1 and l2t1. 30 c. AS I'M [')2321 Standard Praci ice fbr Under prbund Ins al[atlian ofTher nropjam ic 31 Pine for Sewers alid Other Gravity-Ftow.Applicatibris 32 d. ASTM D2412 Standard Fest Methud for Determitrrition of Fxternal Lciaclin.g. 33 Cha of Plastic Pipe by Para IleI-Phil*Lording ,44 e: ASTM D3212 Swridard SpLciticalion for Jurrits for Drain acid Sewer P'1i115 Q 3.5 Pipos Using Flcxlbte ECawirfiaric Seals 3. 1 ,,B CnTnlTrissIaR ern E11Vironm6nLol Qu Iitry 37 tt, Title 30.Port L Chapter 217,Sulichapter C.Rule 217.54--CriteriR i1or Laying 3 Pipe find Ridie 34 b. Title 30.Fprt I,C1mpler 217.Siibehnpflar C'.4 17.55—Manholes and Related 40 S tMC Lures 41 1.3 ADNIINFSTIRATIW' ' REQUMEL PIENTS 42 A. SiAcduling 43 i. Pn wide advanec rintige fnr service lntermptitttl to prnperty owndr ane}sleet 44 mquiremerlts of Division i}. CITY OTFORT l QA-rn �,F«„o•,.•.,.--.., -. ypr.u+ni iuiurawr�ri�i4i i.X9b�nwiimem STANDARD CUNtr MICTION S41K1Fii:A•r11A-D0CtJ}jEFfTS p?3S M45RLr ime'd April 24.3,01.E 3311 in-r1 SAt+t TAKY SfwElt sANDSFR VWF 1-1WE 1'Ggt6Ul+11 1 LA SUBMYTTA1.S 2 A. SubmiIta15�haII he lin acoordance with Si uritn 01 3l M- .3 R. A11 zmbmiIIals s11a11 he s.pp+'oved by ilu� Cily pr tor to delivery, 4 1.5 ACTION SM>l rrA1,S.gNF'ORMNTLONAL SUJB- 9<1TTAI 5 A. Pivt wi.data 0411 inlude, ll'upplicable: �, I, Tee�`oTtlte�tion gar saddle 7 type of cleanout) 3. S�rviCs�line 9 B. Ce1'liflt:aws 10 1. Fumish an afrirlavit cor1if3ring 1ha tiervice line arld Bitting! 1111xI(lie F71'{}1rr51r}1141}1 11 this soccion, 12 1.6 CL0SE0U1'SLtBM1'rI-A1.S INOT USK11)] 13 1.1 MA1.74T.ENANCE MATl RIA1.SUBNMI"I"rALS SNOT USED 14 1.8 QUALITY ASSURAMC-E, INOT USED] 15 1.9 i)ELIj'1 RY,STQRAU, AND F1:ANDLFNG 16 A. Storage and Hanrllind.Reilulr'em nls 17 1. Gra%city pipe shall be stored and�audlud in aci ooy&nee yyitil the matiAc.taru'Fr I 1 guidelirm;. 19 1 FrnteO nil parts such that 10 dIlM lge Or de&iurutinrl will occur dbeing a tft1hr1Vd 20 delay t'runi the tilne al'sbipmpnt until iMiallaTion is Compleled road the unM and 21 eguipmtmki.are ready for opeeaiion 22 3, pT-otect aiI aqui mew and ports ag4iinst nny dauutgc du ri ng al prolon99d peric5d at the 23 site. 24 4, p1 rWC1.1L plastic fruit Situl lnr hri0le items from bding dll ecIIy exposed to siinIiglit or 25 wrerrnes in iempgrature, i 1 �t 5, Secure and imiMin a locEdi00 to MOI-e thU TT1;3t�r3RE ITl AC4r�I7cI11T7�e{V1t11 �'QCllotl 2'y 66'00. 28 1.111 F1F1�11) [SITZ I CDltiiIlDITIONS SNOT USED] 29 1.11 WARRANTY[NOTLISED] 3f1 PART 2- PRODUCTS 31 2.1 OWNER-FITRN1SHEl}flOT USED1 37 M EQUIPlTENTr P1Z0DtJCT'fVPI;S,MATERIALS 33 A. Mnnut4turn s 34 I. oIkly 111c fnanuf=1urcrs m—lWstl on the City's Situ ttil'd Products Last will he a5 Vol isidered as Sknivn in Se%'Iioll 01 60 00, 36 a, The mrana4turcr muat COMMY wirh this 51tec3tl�uiion uqd tet tetlSeCtiorls. CITY OP PORT 1WO RTH 1 711{rm Al W.N 1 rr I.Al■.41.1 r[Ir nw}a,u A•I.,Y■N1101MA—111'11 4Yl I'.V.a54..ir..h rd n. STAN DA ItQ}0)aSTFtU( T>;0N 519WIMCAT11XN VOCUMM' t U'IS1�4�ydlK Ircviued Aprt1 UP.�Mlll 33 it3U•I 9ANFrAR Y SEwSR 9LJRV I1•F-C!0KMHCT14NS AND SE14VICE LINE Pi C"Al'1p }. Any MOM:: that is i,nT listed on the Stai,6rti ptaduvts L.isl is cortnidercd a 2 1141tititillk)rl and shall he RUbl nitrcd in arCordance with Set tlon()I 5tH}. 3 3. Thr!"erviccx and appsirteutuices sl,itll k ne{v and the praduet df n maoulhet6m. A rLgulady engaged I the mnnttfactut'ir,g ofsei'vices altcl apputtotlznce8 having :liInilar service and mm- 4 B_ NTuter'ir}Is;Design Criteria 7 1. .service bine and Fittinjs OM[uding tee eonneotian5) a- PVC Pipe arrd f'illlrlp an ptablie prcl}erty shall l r in wooi-darIm s0h Seclian 33 31 20. 1� b, PVGplpli andtittings on private pr-operty s11011 be Scheduie 4(1 lir av ordauee 1 I MIli ASTM D 1785• 1� U. T)uctile irim prpe 2 d littnr9C shalt bneixiled %v[lh ceramic epoxy In umurdance 13 wlI]i Sectio,33 T 1 10 and Sec Iol 13.1 1 I 1 1, 14 2. Servicer saddle 1.5 a- 'Se.rviee saddles shall urlly be ailowed when colltTeming u new service to an 16 exisling sanitiTry seMcl`nlrull and slin[1: 17 1) Bi�'ti I-piece pr'e#abricaIP(I saddle,either pt,lyettTyIene n PVC, wviti, is IlaoPrelTegasket rot seal agaivat Iliam 19 2) 11sa sa€Tdle to Ht uuisislc dlaaIrater of mail, 2t1 3) Thee saddla with graows to-rc(ain hand clamps21 4) U"at W61 2 0011111ess Steel hanr eNmps for seruring saddles to the mel ill 22 b. Timertn tem m,vice col,necIIojig may no hr~rascjt, �3 3Clc�uaut 24 it. Cloano t stag&material sl,riuld lie iii iiccard4MC With City Slandarel.Details or 25 ;15 shomi on Drpu-Ill gs. 26 S. For paved areas,provide a cast i1'00 cIQFMouI a cast.Iran Tid. 27 c. For urrpaved ar�a4�,providt FVC cImriout-and pial yethylcne Iiil- 28 4. Coul)litlg 29 a. For conliceddim beAween new PVC pipe atu6-nut And existing service tine,use 30 i ubbrr sleeve a c�upJings with stairTtessteol double-band teptttr sleeves to 3T cannoo to the lliw. 32 2.3 ACCESSORIES [IgoT Ij tr1)1 33 2.4 SOURCE QUALITY CON-rROL[NOT USED 34 PART 3- EXEC'UTION INOT U EDD 3.5 :3.11 INSTALLERS 36 A. A licee,sed I}lumber iR required for insialladons ofthesea•vice titaoil prlvniteproperly. 37 3.2 FXAMI NA-1110N SNOT USED .38 33 PREPARATION INOT USFI)i 39 3.4 INSTALLATION 40 A. GenerrlT CITY OFFwrWORTH I�rI.Kl..r rwat+i.��rl'1ikr+��5v•stiuMnwri�.ixs�arFitasmsc�l4M�Ih•pgMGS S-T'AN DA kl)CON2;rmki1-1IGNSPF,S'.IwtiA'flClrtt3r,t,IJtr1ENr4 RtYI50d APT112E,ZQt3 33J)0-n SAN MARY SEWER SER VICE CONN ECT1011S.AND STEKVTCE I,ITrIh PAX 0 of I tl 1 1. 11t5taEl service Bine, fillings Vinci CItILT1nUI Its np.&l &Fed here '.as spaefifed ill SeOfi& 33 05 10 Ilnd In avL-ordance wiih the pipe TuanuFac tarcr's recom'moIldoIium 3 B. Hunelling 4 1. HuuI Lind clistributt sea'vicc 11neE.III tijigs and cicarlouls at the project site nrid handle 5 with care to avoir dumuge, 6 t1, Insipect Balch st trocar of IservIcC 1i11e and rejeur or repair any i6ri'mged pl1>e 'J prior to lowering Into the trerlell. g i, no n al 11a11t1le.the pipe 1n sticll a%vay ihttt will damage the pipe. ine Ili ] Lav sur%.Ic:Iiite a a rim njrrlum grade oft percent,AS n31N1 On dty sbildard I I details.or al IimL-E unrl grp(Je:us Indicated in 01e Dxawirip- I2 2_ 1f selrylee line is installed 1}y 110re as u„aIwi-oalive to open W1. the cosl ussocinted 13 tvitl1 ripen i;l,[ itis tnllnt!ort,such as pavement removltl. lreiiclling,embecitntnll aril 14 buvkJ1II Aod 17;avement putch wi11 not be included as pm-i.ot'11,e bore msLai lation. 35 3. l xcltrvat-cand 5zck{iII trenches in rlc�ordnitica wiIb 31 05 Iii, 16 4. Embed M'Pipe in accordance wil]133 45 10, 17 Cleanout 18 1. [Ilatail oui Df traffic Aieths such ns dt-IvtWRYS,streets and sidetv.311ks wllerlevar 19 pool lblc. 2(} a, Wier,not possible, install cask iron cleanm)Ut stack uVJ cq1 . 31 2. Install 2-4wuy cle—anout in lion-paved aau.; hi Accordance wit11 City Standard Details. 22 3. Install 2-way clt'anuut 1n l ayrd Arens In accord&rlce with Ckt Stmidai'd Details: 23 E, Stryice hale connection to rmon 24 1. New service ori now or replacement retain 25 a. 1'7ctcrmine lflaatlurl af�el.vjcc cOn1ieaumrt hof{ire train installation so[he '2tk �trvict-'f1111116r-.c: ij lie iusialIed during mu1n inutaIIMion, 27 b, Cr.)11nf ct sg1`vice Ii11C to mrtin %vlllt a marled or lahricaleil tee F1W11g. 29 2.. 1 4willrllection to rri[rirr sl3ee }pipe uIllargerrien[ 29 a. 'I'itppirtg the e%ixtirig IM in tulti iIIStnllinZ rl strap oil teetoo lieetion may I)a used, 30 b. AIIow ille new main to 1-ecover from iraptned strrtch befarc lapping and service 31 lnstallalion. 3: 1) Fnllow miia4factufer's Ixcommeridaiion Fnr the lengill 11f time neoded. 33 e. Tall Tnairl rtt 43 degree angle 101101'i703ltal Wheal pc>ssihle- 34 1} Avoid la11151119 Ilse lolx LAPIN",. 35 41. Extend;cryice Brae tum ma1n ro properry line or enmllent Ijne bcfiare 36 can nectiII tr,[Ile exir HIIg service Iirte. 37 3. New service on existing inain 38 u, C 01jlli!Ct;C]rViCC line to main wPth a IroIded or fat)ricaled tee fitti1ig if W.M 1:. 311 t,. Tapping[he exls[i1,15 1r,tti1,nild inmallinrg USTI'ap an tee V=1300D may ha used. .til F. FIrlvate 4ervitte Rett-;utioit 4 t 1. Regtt3mnie1,Ts Cot the relocmi<m of servic,t Iirlt on prtyzte pi',lperly 42 u_ A licensed pIL1inber mtisl be used to i11SIAII service Iillt 011 p1•ivnta prr>I,cn'tY' 43 11, Obw1n permit mom Ilte.Devclrip ment Dcpaitment for work nn private 11roverty 44 c, Pny for at1]I ins per,lion,or fiei-miI fees as!jac ioterl with-work on f11'ivute propel'ty [11T'r()r 1-(l R1.WQRTrI i.i nxnurr seri u.a trMEl6 rwno"11F,tt' I:srl:-I'III II- III, W`—i;YW,MIT- 'S'I'AN IEPARn CON 57'RUCTHUN SPKCIF C44TlaM itQ01MffNTS X11}87, YUT44S Ki-mo Aprrr2ra.31113 3, 11 541-9 .ffiftrtAXY SWER.SERVIC'E CONNECTIONS AND'5LRVJC'E L1NF. PRO 01:10 I d. Verify(by T xpioratory Lx valion of BislitsgUtilil ivsp.tv eleualirsrls at t.4e 2 1)1_1ildI11g cleanout nrid coll,,pare lu d4tjt ctrl T.he Ot.8%Vir8%before heginnl-ng 3 s'ervice iIist'a11atiol1, 4 e, Submit c1t:vada Li iILfarmati0FY to[lie Citi' inip ec Ior. 5 f Verify t!>at the;2 pl~recni-;1 pe Imlo-I lotion recuirernerlt can be Met. . !) If Ilse i percent slope cannot he mei, ver rty with Che Engineer[Ila( line i»iy } lie itsmIled at the lesser Mope, K 3.5 REPAIR r REStrFORATION INOT UI4F.t)J 9 3.6 Til;-INSTALLATION 10 A. Service Rel9catiarl 1 T 1. X111 relocations 11'at the not ins tuIIt i as designed.or fail to meet lite city coda s11111[ 12 Im rel.ns ii l ied iii the{sbttlrwor's ext ej1!je. 13 3.7 I'M LB QITAI.ITY t;+`OWROL 14 A. Jtlgpectjon7 15 1. Private properly sei-vices l[iie recluires.appmvsl by ti eClty p'lumbing.iittapectnr 16 before f nc11 acueptanct. 17 3.B SVS'1'1ft 1M STARTUP[NOT i75ED] 18 3.9 AW-LISTING iNur osII+ i 19 3.10 MEANING [NOT USED1 _20 3.11 CLOSYQU-1 AC'TJJ`n-JLS (NOT USED1 21 3,12 PROTECTION [NOT USKDJ 22 3.113 MA1vrENA NC'VINOT USE 1?] 73` 3.14 ATTACTIMF N'1'S INOT USPI)l 24 END OF SE:CT10N 25 Revision 1_og PAT ' N AM b SUMMA ItY OF CHANCpF. Thmdieitwt,rl'rop Salver Sl"rwcc%vbR rc [)wd I.?=Mcimirenwi11 raid Payirttenr Renta were veuised to include relwitirna uao I2?n2120EF D.Juhienwi rermmectiml. 11luctexiwaalddedfor guideiiceiqnplttvmglhtbiditcu%:PHcuhid ItFi4 rrvi;ed to iuctude aiegii-ki'M rn11g.VA4Lq Asci Hurrkc rc,tnrntic,fl, Atlded Ihephmat kk i15ultldrF,gy�fpSS'to Hues; PAF1 1. 1.2,A.1,a.9,Parr 1, 1.2.A.lc,R,NO 1.1.2-A.5.c.8,Pai1I, 1.2.A.&v_4 2r13r2t113 T' Grifflus A&M the phmrie 411 rfamb ruptorm iaSnk inrlualinggrnm'To liner; PliFt 1, 1.2,A v.11,TImA I, t 2.A.7,1t1 l2rmoY d 11,ephrmc'r.uvicrtlh4Frtg.3•w:4yctrnijaui' t?m,'Iint*!; 4'J I Y;6F FORT IVY}AT k n i i r sn i,i II+ LI.ikl l,l I'FrIN IIN �M�5L{i I..Ik:ill$QIk.I H 1X IF LAVu rII L t.YYkS k{.11ti 1411 XIII k'rAN1 Ab!1]CON WRLIC-1'l0rr Nt'F.f.IFK.'ATLON(}CKkrMFgATS *-Mir 47�dS Itv�'lucd April it,2011 . D31 sir•1n SAr113hI1Y 5EN?�Ik'� f{Y1 'E{` 1d l�CTJI Tia Al &E MC'i=l.ln1F Page 1i1+11'1 n Pew J. 12.A,i,c,9,Purl 1, 1.2.A.I.c.9,Pdri 1. 1.2.A.fP.c_4 RnYiscd lips wills,1urlmiigrass'repiXciup,WA,miudIIw-m.1t I Wr11iq. stxhiLug or hytlromuldli119 puld WParulrly}' 4166 200 1= Ul illiu 11 eittdL!d in 11tirl 1,1,1,A, 1,e,11,Part 1.11.A.Z.L.4:Puck I, 1.2..A.4,r, I I i Pall I. Perk I, 1?,A,{1_c_•l.Part 1. 12LAL7.cr,10 I r�•�4•L}k F4+11 �lfL+l�1`t ,tI•f 111.IllY+q+!YIII A414vI rt ll+wII p, %11'„1 a i%b 4 a Lit N hnf Wri 111%1 W%I.%UD04 JV I W FL STAN oOM)CON S'll1;OC7ngNS11P1'IFM:ATIUN(100111IF14T3 073V OMO Raxutd hpr11,ttf,2[113 3aJYO-1 WASTEWATER AcvEs9 Ca IAM9S-A I WAS PsKs I eJ'� IWEC ION 33 39 40 2 WASTE.WATE K AC'CE-SS CHAR' BLP. (WAC). 3 PART I - GENERAL A 1A SUA1fMARV S A, Sect.w I'rleludc ,, 6 I. Wagtcws ter Actress Chimibm(WAC.)11LjIized al lire and c,f saoilary sewer n-ra lis 7 where it is imorad icabia iu build, mai Wain and access a stunjltlxi air aIla llutiv � Ir�anhnit: � a '!'lees;:��ilisiatllc�l as sprs:ifi�;rlJly Heeler!ore 111e.I]rawiirgsi, Hai as nn s>Plion i�>'r 1 inaJ:rrhole inslallal I ion. .NViiLti011.9 frorrl t11i.;City of Fort Wariie Sla:,dnt-d Speeifei;eition 12. r_ None- 13 C Re Wed SPec-ilictil1or1'$ec('tons Jlie lude, but Dare nr)r neeeSSACIIy Iil1elled to- 14 1- Division 0- Didding RNLUFellleIIFS,Contract Fomlis;j1W C4lralitions of the i_ontrart 15 21 Divi,sicin I -Gell ral Regtairernients 15 3, Seadole 03 30 00—Cast-i10[act 0 mcretc 17 4, Seclitrn 03 30 00—Modificmions it)E-xishlie Conerfac Str4cturis 1s 5. Sectinie 33 01 30 $mvrr and Mail Testing 19 6. S" ii 33 05 13—Featne,Cover.mid Ciraide Rings 20 11.2 PRICE AND PAV)MENT PROCEDURES 21 A. Measurement atlrl Payn'mani 22 1. measua-cment 23 u. 1vle;nlirenieut#car titi5 II emhllll be 17er each. 24 2. Paynwai 25 it. The work performed and iiviteriRls lilrnished in uuorrlance with this Item and }r, measured as pruvi(led HWtr"W441Iremetrl"*I I be pzid for at the uni{priCa 27 bid per each 4 WHi slawaler Aucem CIIVrn ger"collipIiAe ICS place. 2N 3. The feriae bid will lie ltic]u, ?9 Le. W-AC coniplele irL PIuXir 3�1 b. I!MiVat iall 31 C. Backfill d- Frame 33 e- Cover: 34 T. Grade rirlp 35 PIre Colin"IjOna A h. PuVorr}enl rernovel 17 i. 'Harding 38 a, Disposal ol'excos niaterial 39 I£, Placement and Wmplrclion of backflII 40 1. Clean-up 41 In, Twing CITY i;rpFORT WDkrir u41rw.IAMAW.nl1ArMbTW I►4wNV44rI:YWJW144 iX%w44NOV MSSF.4i'I4W*A. :TAN BARD I{UNI§VkUL`7juN SPECYPICA 1111:114 OCit;toNth.N,rti U?d�r� �Q?Id! Itovind U.cc. nber;!%2U a 53 34 d0.] 1Y.A,STEW—ATER ACCESS C 11 ARQ RE R MA N1s�,e7,nf� 1 L3 REFFRENCFS ? A. Woi'ouwe Standards 3 I Reference etnncltlyds cilecl in [his Srecrficatlotl refer I0 l.ha currlant Ml'erElIce w standArd published ai the Iimc of t11e Iittdsl r+:vi'inll 6LLc lugged at the eald of lhiq 5 Specilwatian, unless a date is speuifivail}•sited, 6 2. ASTM Internnlionil(ASTM). 7 a. 0478,Standnrti Sivcifiewim for Precast Reinforced Cancrele Manhole 8 5ectioils, 9 h. "23,Star)€Iar4 Spec iticalion trai'ResiIiW1 Cc3nnectOrt Fivlwcen RcInforeed 10 Concrete Manllole Structures, VIpeFi,wid 1 0Tern1s. 11 1.4 ADMINISTRATIVE RTQUIREM E N'1`4 INOT USED1 2 1.$ SUBMITTALS 13 A. SttbTnILLjjIs sbrt11 tic ill BcccIT-dutl with Section 01 33 00- 14 13. All 91l13MiMiIS slial11)e approveL1 by lire Cily prior to del Wkr LY, 13 1.6 ACTION SUB%111TTA-LSrrNFOR MAT10NAT,SUWNnTTAIIS I A. Product 1 uiu 17 1, WAC 1# 2, Stubs an€1 mdh pings 19 3. Grade ring 20 4. Plugs for air lesting 21 1.7 CLOSEOUT SUBM FTTALS INOT US.EDI *2 1.8 MAINTEMANCE IMATE RIAL SUBMITTALS I NOT UStD1 t3 1.9 QUALITY ASSURANCE INOT U EDS 24 1.10 DELIVERY,STORAGE,ANT)TIANDIANC 1-4tyr I14EIIj 25 1.11 FIELD ISIM'C.UNDITIONS SNOT USED1 26 1,12 WARRANTY 27 A. MantrfaMurer WarllanCy 28 1. ManufimQLaeor a Warmnty shat I be In accordiance with Mvi Sion I. 29 PANT 2- PRODUCTS S Y.1 2.1 OW-.%I'R-PURNISI.TED Ilinl O'wNER-S(]PPLIED FRODUCTS JNGT USEI)J 31 2.2 EQUIPMENT, PROT)UCT'rYPES,ANI) IMAI-f,.RIALS 32 A. Marnafacttn•ars 33 1. Only the nmrlttfautltrers ag Iisted on the City'.s 5tandurd Ilmducts Lis!will be 34 e4nsitiered as sbowlI in S"tiLill 01 60 00- 35 a. The manuWturee musl Qeklm rly wWI ling spcoif5cation and rela led ecli,�nrl ll1T�•�I. 4.�}E{I � �It�l1 I,.i 11111X..14111{l.�M1 11 vvc�,%rpmii 541.*111'•1-WN,nI IIII Ir%R—101 41 5t i t ILi11Lll.. ISTD N IDA It IJ CON STRUC11Qh!il',Fi.'1F1(+L'rION.�Jl]L"{J,m{NT% 02.387�0��+l+ atrviq,rd I),l4uwbur:I1,20 t2 33 394o•S WASTEti1(1i7&R FSS.CHAMLlF11 cWAQ I'aµr 3 u! t 2. Any prodgp Ihat is not listed all Ilia Stand-,rd Frodufts Lost I�consiclercd x su1)91rtution and xhall be sub Mirt d in acCorciunee%vIt4seetian u1 25 1711. � B. ivte�tcrials .4 1, HVAC stiveture 5 318 inch Ihi;k 1-piecec¢31MTWQIion b K Large enough for inscrt.ioit of Cksed 01'cuil Tclevisi4in(CC-TV)tvnprnent and 7 high p ssuraclenning equipmew $ C. light in ealor 9 d. Surface cotistruetion to ntttt�li lypiertJ Iran 11olc desigt, ID 2 Cast-in-plac¢i:untretc—C`,naffi�irm to Section 03 3fl 00, 1 t 3. Franic and Cover—Ctmnfnr711.lt)St�clitatt 33 Cts t 3, l2 a. B ettijsc ii is nut ntindc Fur W30,11, i comst a sit n",d 24-inch rrarne anti 4uver 13 assembly may bC used. 14 4. Grade KI ng—Cori rermMASTM G47R. is S. Pipe COItTIC.;tiLMS Coliform to ASTM 0923, Iti 1.3 ACCESSORIFS rw'Er UST-MI 17 2.d SOUR(-F QUAL.MY CONTRCII. INOT 1.1SEDI I PART 3 .. MCU7jo.N 14 3.1 INSTALLERS ITVOT USEDI 20 3.2 EXAf4 NA'I`ON 21 A- �;*atui�tiontindl`3sC�firnertt 22 I, �?erifiy limes a3atl gracl�s are in accort]al�cc to[lie I]rawin��. 23 3.3 PREPARATION 24 A. 5urfa[:(!Preparation 25 I, Excavule 8 inGht s below matiKdle foundation. Repiuce exca.viled soil wi th course 26 a9go-1 ic;crealinga stable&Lic.for the Manhole.to lye corisirucretl.on, 2? u• f f rrc1l cnitdltiorts nr gAnind water prevent use of course aggegate brise a 2-inch 38 rmid;ilab nuiy lit sub4tittilcd, 29 3.+14 INS'1'AL1,ATION 30 A. WAC 31 1, -0"truct ti}&Frrfmsioias shown on [lie Df�nvingR. 32 B. Pipe WmieErian at WAC 33 k. COM trucl pint:MA5 fcrr FEiiure 00RUNtiOtis ell Iocations and with inalcrimIs ivdi+iLcd 34 on the Drawings. 35 2. Install mub plugs at interiar-of WAC mid wood or plastic bulkateeLd at lhtB od of the 36 ub. 37 C. -Firm Rim Mev-&Aott 38 I 111sraII concrete graft rirlg;For lie Ight"djuntrnenl, 34) n. CoMITut:t grade ring an lo;id bearing area Mai ide of WAC struclum. C0TYC1FV0NTW0n7" .•rn4.iwhl?f.r,i.4•�IMt,,. „n rrnnpaN.yr+rjrrm %w.Mr.gn;.p-;,i,11nx.kLwuinnw,n)N, SrA N b�Ri'!C[]N w'+'IS I�t_'FitrW si'F.cl Pit=ATT�FN Ur•Jt 1.rba srrT'$ d2.Tfi7 Rcvlud Ekcumbac20.10E2 &n,Td-031 14A T'F,WATER AC URA CUM 41ieft{WAC'� Nge4w4 I b, Use seulaTil W%Yeela Tinp a, shown on the Drawings. 2, SQt grade nnP;1-using COO 1.intt0115 ewater SOR1u111" 3 :t. Ittrntiavt debris.sCc,ne3 ani dirC 4f>unsure tivtileTlkhl Seth• 4 3, Lla nt�l uslcst ei sltims,��+t c5�{, si nes r 47ilre�'un p�clfred mRlerial to uhiuiil [lie I f111nI surlbce elevation of the Manhole i'rame: 6 1]. Modificoljolts cintj Pipe Pcnatraik 7 I. Conform tt)SOC60n 03 90 00. R 3.5 REPAIR 11IFSTORAT[ON INOT USED 9 3.6 RE-INSTALLATION INN T Wll� D[ 113 3.7 MELD QUALM CONTROL � it A. Field Tests and Inspeelions 12 1. per rorm vac unrn itst iit ticcordagta w l.11 5ect109 33 01 30. 13 3.8 SYSTl;l1'1 STA RTU V [NI#'1 ITS ED 14 3.9 AD.IUSTING[NOT USED1 15 3.10 CLEANING INOT UTO] 16 3.11 CLOSEOUT ACTI ViTIES 1140T US-ED1 1.7 3.12 PROTECTION [NOT USF.DI 1 g 3.13 MAINTENANCE[NOT USED1 19 3.14 ATTACHMINTS J'NO ' USED1 20 FND OF 8IXTI01N. RIL:66M 1.ug i� 01'YC1Frl1R"1' 4'097HYhpILIYi41.,.!:L-1,11lihAYj Ail Iwi'gVILIIli mrAµj►7n4fW.L%lhHJININIP119rh 5'I AWDARD t:UNSI'RUCTI{lel SIII CCMC;ATIQNTJLDCU#APMT p� A! 079+5 Iteviam Ipeuaauhsr 3U.2011 M 39 008 I "PXY 6ft"FURSANITARYS$WBP MOMllt s Pp�e k nd8 I SECTION 33 �9 60 2 Lf1VER SYSTEM FOR SANITARY SL?bo t STRUC-F RES 3 PAR`!' 1 . GENERAI. 4 1.t SUMMARY 5 A. Seciianlncludes: 6 1. Application afs high-httilil epmy e0atintt 9yMem(ar mudifiedperIylltcr IiILeT 7 slbleal, i.e. Spa kraShicid)to c()ncvete utility structures A41c11 ns rrLLuiWes, [ill 8 :4Mic111 wet%wlIs,jtim i o i i bars of otter concrae far.IIILI[is [hal nAy need protection fill In cotf0,9ive materials. Tlxis c;uvers mhab i I i lut ion of exiting sr"Ili Lnry III yewcr Rrruciur,and ne.viy irkgtalled saitttory 5%ver qr rweew, t I 2_ ]:oI`sunttuny Re%aer m,tln 8-inch diameter unci Irsrger, us3 of a slrucwal liner 12 systelxl, WarreTI Envlrarlrltetllal 9YMem#01, Aft[.911114 by Al W. Cilest4rinia 13 C omparty, is aceeptltble. 14 3. Fol,S&I-I ai'y sewer maids 12-inch dianicter and smel ler, use of a liber-syste"j, f 5 spearaSilield, is acceptable. 16 B. Ddviatla i�froin this City 4fForI MIN 11 Standard Spoci#ccarioil is C. RelutM S}Ocificalkoll Scctiolls include bw and 11Qt nneeasardy limited in: 19 1, Divi�W 1)—Si!ddfing fl erluirelrttalta,Camract Ft ruts,wild onclitis ns nCthe 21} C:onlydcl 21 2. DwMiolt I —Cietieral RegLuements 22 3. g tion 33 0t 3k?—Sewt!r and M21nhole TtmL'vig 23 1.2 PRICK ALND I'AYi UNT PROC'F DI;RFS 24 A MenSurament nn(t PaylneLlt 25 1. Mallh 'lva i6 a. f''''1ozw-6=111 27 1) Mu9LireTneltl for Ihis Item sllttll be peI`vertical fi bt of,t outing os=,"L.11 28 frc?rl 111e bI}ttcltrl of the frame to the toll Lif the 1 djjcil, �9 hi Ptty7nent 30 i) Ths wo rk par formed ail materiUIs ti rnjAhed in aacortCanf-e with flus Item II and measured as provided under "MeaaureMen("w!II Inc Paid for lit the unit .32 price:brit per ver6M1 foot of"l Paxy M.0III L)Ic[,over"aPPIi4M, 33 C. The price bid Miai1 include: 34 1.) Removal of roots 35 2) R-t`mo9 []1 of eximIng ciAlinP. 36 3) RC:MGVV.l(if Steps 37 4'1 Repair{Seal conliecliati of the existing frame,to 0iitnnoy 38 S) Repaim of any cracks 111 the ox.ISARktstruuLure ch1nuiq,corbeI (Corte). w'ttltl 3V hench, iiwludino any replacemew of�farrtrtged rol)VI,, pipe 40 b) 5ul-f3ce(.tee11111K 'a I 7) Fttl'Ins11ingand insiatling Liner as spxlfted by Ilse b awifigs t:FFY OF KIM'WORTH "I4-r.0 npwims Fu.ui 54111 1'I IIN I,Gno A,Jry'IJ'11 ap wYli ly nn'u.4�11111 7;i4Yy4h1.41n lAwN lit 3TANriAi itb cowri-RocriouSNiCINICATIUN 0(� LJrurENT h13�17a 6240Iie!.r Ld Apra S.20I7' 3339 A.I EPDXY LiNEns FOR 13ANITARY SEW"STR[7C71.10$ Paprl 90 1 f1} IIau1111g 2 9) Despoal of'eatuess m2tei7al 3 Ip) Cearr-up 4 11 Clealting 3 12) Telling. 0 2, Null-Miti111ale Strttctur'ea 7 n. MaLLtLlreinern jmem-al 1'cmcnL for this Item shall hI,per square toot of area where III y coating is tipplied, Ill h, Payint:111 I I I) T1re vvtrrk 1wrfarmetl and rnajeq L1K fru'nished in kewr(Wnce Mtlr 1.1119 Ttem 12 trnd Tn r3S lfed..s [Ir0Vid"i antler"hdeasurement"$1kall bQ P41d FOO-at[lit,ti nit 13 price hid ilea'stltlare fixot of"FPcxy Structure Liner"app Iled, 14 c, The price W shn11 include: Is I) Rerttuval afruois 16 2) Removal u1'exiR1Ing coutings: 17 3) Removal ofN[cps. 1 H 4) Rcpairr'sea1 coiiiioellon 0r(11C existing frarnt4 to chimney 19 5) Repstirs IAF-, iy crack 9' in the exiAIng structure I:ILiIrrlCv,cc}OICI (c1. ne) %V8 11 ?t} bench, IncltldIlig 111iy replrieell'Iiwlit 6t,fIai1I,Ig0j rehur.1+ire 71 6) Surthicc QIenriitiV 22 7) Fu rn M IrIG and insln I ling Liner as spg6 led by 1.11e Driwin9 23 9) Fiuulillg 24 9) Disposal of excess Watt! 'ial 25 11}) C1ean-441i ?6 I 1}C.'1cauitrlg -_7 I }'fest i itg �8 1.3 RFN'EEtE��F:S 29 r4. Referme Standards 3.0 I. Referonce standartl5 cited in this Speciflctl.Lioll refer tc the eul'rent rererv& 31 slaodard publishiccl ra the time 41he latest revIsion slate loggci a the a11d 0FIII is 32 spocirioat ion,tlriles5 a&te is specifJicnily ciLE!d. 33 2. ASTM lnwriaLional(ASTM): 34 a, D5 3,Strin+lllrd 1�r cliccs frrl' Lvr�ltt ting site Ttcsisiant�tlt`1'1asilea t 1"Cl9einical 35 Reagents. 315 b. -13{i38.SjanclardTes-iMohodfar'fensifePl'opei'tiesJPlasties. 37 C. 0695,S11811L rrr41 Tell ivlvcthud for Compressive PrrtiM'liess Of frigid Plrlsr.i�'.s 39 r1. D790.Slan&rd Test Methods fol-Flexural Prrrfrerties of Unrcenfbrc Fwd 39 ReinformlPlastlCs and ElectriCal Itlstllati119 MaTeru s, 40 e. B4060.Standud TW Metll(x(l for Abrasioll Res ist wric c C1f Orgaillf;Coatings bY. 41 the Taber Abi'xyea', 42 f. D4414,Stujieard P1'actis4 1�~v k1cu rumvil i)i-Wet 1+116!ThicktlpWb� y Notch 43. Gages 44 :g, D4341.Stan6rd Tett MV110d fur P1411-OfFSI1'er1911)Of C'.oat 11 6 Using 1'oI'1a61� 45 Adhc ion'rosters. 4& 3. lvnvirorltrl4'Itta1 PF#il£'tGoiI Ag6ic (,TPA'), 47 4. NACla imernatlorlat(NACE), r,rTY UF'MR'1'WrJRTH .1 Fl.r IN IuI k.1.kt fN-Lm Fo.5II roj I HF%1F+.du,*AA5.1114 IhIVEM S'i,ANrj4KDt#7H9'rfttlCJ'IONSivL-CIFICAPON-I=IL1MFNrS Rcvip.d npl•1r s,21117 !3 37 6[}•3 "OXY[.INEFS FOR SAKI-r FtY SIi-N+Ell 5 J'RLk )RF.9 Ppgc.l nlH I 5. 000 UpatinnJll Safety and IIealth Adm i11iAiraiion(09gA), 2 ts. RL�nurce Cimxarvstion and Rwovery A 0 b(RC RA). 1 7, The Suciety far Protective Coatings./NACE Itileme.Ii ngl.(SSPC.j.NACB): A a. Sp I YNACE No. 6,Sitr&Lv prop:lratiorl of Colicrete, 5 1.4 ADMINISTRATIVE RKQV1RrMs;NTS INCT USED) rr 1.5 SLMKITTAL,S 7 -R. Sub miI(all' Mia JI be i11 acctlydanr;e with 9ectlan 01 33 00. S B. All Iillbmittrtts ahead be upproved by theCily prior to detivi�ry. 9 L6 AMON Si.1I31r ITTALSIINMRM ATIONAL SIJBN1ITTA LS Ilk A. Produci Data I I. "I erltnical 6113 Slleef 0111 Lrlch p1'oducl rased 12 2, M8Wr1Rl Sg4fely OaIrl Sheet(M SDS) for each Prodkk6l usled 13 3. Copies of independent WEting peaJim rlteal,sn ill rroaiing prodlm indiCeti ng elle 14 product mdets the roquiren onk ars mpe4iFiect htzraill Is 4. Tecllniml dawn shed vnt1 pray t SPOciFc dHta FW repfiir MU tc1 be toNgE tad 16 with the coating product Iltcludlttg app IicItt1o11, cure tirpA.ildsurNgcpreparation 17 prnceduri�s It# 5, Mst.critl1 v m d rllelllo.i for rei)Ilir of lomks or cracks irl tllc attnia dare 14 B. Conlrainor D11aa 20 1, C IJITC111 docrinleiltal ion frarn cousins;Product mal-lufacturer ce.rul�irig Cotttrtictor's 21 trdining(an&ar Iicensed)ate all approved iLIS Wilel'alld cqu ipmaht complies with the 22 Quality As s u ra ri'ce requ[renl.pjis spec ifefct Ileretrt 23 2. S nx:ciu refervir-es of Contractor indicating mji;ca,;R uk apptipatian of coating 24 prOck"c W t)f the sas110 InatzHal type sg 5parit1ed here 111, app lkerl by spray 21 9pplit:a>;tion within the mpicipal Waste eter anvironment_ kdercneeThal! illulude 26 'It k asl tale frillsawino, owner name.City i118pcctor Ilam;Lill d.phone nt,ll mer.projc,t 27 immeTiumber, 4 i7 and II11ear tonttgc Gt'aanil$ry sewi�r inai11, Imrihote dInmeter, =1l s1rucTurcdinlensior15-817ld Ilurrllaer A'eac11.sei►Ittrf feet(or vt:rtwaxl feet)ol7product 29 insialied.contraict cost,and contract citflntion_ C'o1ltJ-aYctear 11,Ugt dctrinllstratr a 30 8LLPCi:53lttl 11istory ol'ialsmnlling Ills prcldtict 111 strll4term of c1mllatr Size and sCtrpe. 31 1.7 CLOSEOUT SU8M1TTAI,S jNOT VSED] 32 1.8 114AM'mNANCE MATERIAL 5CT$i1+1TT'TALS[NOT [USED] 33 1.9 QUALITV ASSURANCE 34 A, Quvlificmions 35 l, collu.-achil• 3F, ii. Be trained by.or lltl.ve trarnillg approved and Certitscd by, the coating producl 37 rn-LOILI'Other for the handIing, mix Ing,appfiMina mad i0Fpection ol'tlie C.mlIing •18 gl'o�tW10)to he ttsed as spncifted 114refin 39 b. lnititrtC and eni'orfx quality ctiniJ'tll pi'i- e.durec c�c�ilsistt�nl With elle coalnlg 40 pa�aducl(.)InnlluFat lures'ne.omtl1c11claticxnS anrl.applic;able MACE or SSPC '1 I stnnaiarcLc xrt reFe1'mrteed ht�Ta:il1 CITY-OF FORT WORTH h1aiW-1 4Lmrvrrwmm�iNkYFi�.acres�v�y�y.+x rmirnn i `.a iutir.w�19+V.i.ltll 5T-ANriAkM-W "Rk1C rjgN SK.0FiCA-.nQN DOtitJMEN"I'S 13390-a EPUXV L.INF.B9.FOR SANITARY N[;WXR MUCTOP'S i'npv A 41r$ I F_FIl DEUVERV.STORAGE.AND HAND1411%. 2 A. iCcep mu crinis dry.prniectetl from w=11wr and slor4d Linder wvm 3 ri. sloe casting mntcriels bettveta 56 degrees F and 90 dcgreos 1=, A C. T}o�i[al stare IT�ur tlanie,1oeilt ar tilr3silRiditnts, D. Honrile coutiiig rticuriELI s i i g to their mittei'irt! safety da.la sheds. 1, 1,11 F''FFAMISiTEICONDITIONS 7 A. Provide cgnfintd speme cn11'y.ilow divernion aridfdi,bypas 01=4 uii:6ecessary to 8 perforrr.the 5px:6fie� work, Act Iye fluw'4 51'aII lie divt:I`Wd with flow I.hrough plugs its 9 rerpiecd tu-enstirc dial tlrns 15 Tnilirta.ined off ihr quilhrzes to he lined. 141 1.12 WARRANTY 11 A. Cpntraclor WwTaiuy 12 1. Cotitritcior's Wai-rarity shnll br iii accordancewith Division 0. 13 PART 2- PROULICTS la 2.1 OWNER-FURNIS1.1ED fold ON'4''IfKIR-SUPPi IE1) PRODU S INOT USF.'Dj 11 2.2 EQUIPMENT,PRODUCT TYPES,MATER1A13 16 A. Repair and Resurt'nuivg Pruducts 17 1. CniinpzI ii IJI c Mtli thi spLcIrielf w:oat irig product(s)in urder to bond c11r'Wively.thus. 1� for lnirig n iturrtposIle system 19 2. Used and applied iii aoenrdanci~with tliu m.'lnufccturer'k recc mnleil(Wiong z{1 3. The repair and resurfacilig pr duct;MUM 1T al thu foll6t In& 21 a. 100 pv-uiIT salids,soIVert-free epoxy ppIg spec 111cally fwrnuhitod for upaxy 22 LnpcoMl_iug compatibility 23 b. ) iact�Iry blelide�4;rat}Id setli�ig, ITigli early Rtto��gth, frl3er I'Cint+7rced,npi7-shrink 24 fepair liuk L♦T`Ilia;with ba Laweled or p1laurr1iitic#111y sprRy oppIieJ itPd 15. spcx:ilicaIlyfomiulated to be suitable for Lopeceting with thti sxooifed coining 16 product w&e ,L7 B C:o hung Pr*dur.L Mkt 1, (`upable ofbei rig I i�statled ani!curing prapurly within a tnalili0ic or concrete tit iIily 19 envirollnseni 30 `?. kcsistanl La all fornix of cheinwuI ur ba(-teI'lolti�iu;miarAk Hound In municipal 31 sanitary sewer Systems; ar1d,0613a1)le Of lid hcti1kg to Iypir:nl Ma Arut:ture 32 sub;traler, 33 3. The Intl Peru ent 801ids,ji)lvc:tit-free Lilti-u 11igil�buik!CPU)Y s}Slem whall ex1)1hit Lho 34 11t}wing characteristics; 35 u. Appl[cation T41i1perauire—50 d, grees F,minimum 36 1i- 'I'liiclniess 1''5 mils minimum for 11cwly insEaltedsIruCiures; 250 mils 37 rniIlilnuin fi)r rel iibiIitatim ofexisliiig struclui-Es(Wirretl LrlviraTainelltal 3$ Sy'+itanj 301,IARC S 11113 by A.W.C`lir,.starton['mquiny) 19 c. Color—White, t.i?[it Blue,Or$ei6r r1'rrLFT,Fuftrt'WOR TA IintiAkiA4aLoAN",n1M61Nita 61hi-;Z5q ++ti 1,41 i. 'rT'r1t�+is:idxi] fr?.J� L'UN9rikucrjoNi succ IFIC`AVION W-CVMJR f5 Ilrviard Aprd�,;�I11 T 33 39 60-5 "QXY WNF.-RS FM RANITW ftvv�R 9-rq ICi-ufte.� iap.$n1'$ i d. Campresslve Strength(per S f!►d C395)—$,IO{1 ptRj fliinlmuirl e; 1 ensile Strelr�{tlti(per AST1�+1 C}C+38} -7,SOl ps'r rnln>>�rulri 3 f Hnrrcinesg,Slitlre D f per ASI'M X541)—I0 minimum A AbroRiuti Rcgistnncc(per ASTM D40b0 CS 17r Mnie�el)—so mg loss � ti�t3�imu�ai 6 h. flexural lvlodtt11.16(per ASTM D70)-400,000 psi mir4mulla 7 i. FIaxurAI Strengrii (per A'STU D790)— 12,1)00 ps1 mininatim R j- Adhitsian ig Cnncrete,mode al'•f4ilure(ASTM D4541): Suhslrate(concrete) 4 failurr Chelrllcul Resift tic e(per ASTM D543JG 10)a]J types 01'service for: t I 1) Mianictpal scmitary gmer cltvJeunment 12 .') Suiflirit;acid, 70 pm-cc t 13 ]) Suclrurii Iryr)rt��side,24 pel'c�lit 14 4Or.The multi-IAyer mudif ed polyurea and Polyurb!INU AKO exhlhit the foilo%vy ng 15 characteristics: 16 it Appli�ari+)n Fetripvrutrirz—Sl'1 degr'te,�T',rriinilriiam 17 b. 'i""c:knl ss—500 coifs n1iIli MId11(SPWI-4Shield). I (_ Moisture Ball-ier and PinaI C arrosiail Barrier 19 1) C".olvr—Pink 24 1) Tensile 5iterlgth(p-erl4$ 1 D412)-4550 Psi iniilimuni 21 3) Tardness.Shure 1)(per ASTM D2240)—56 minJmuna 22 4) Abrarion Resiat7nt~e(per ASTM D4060)—20 nig lass maximum 21. 5) percent F Iu1pation(pei'ASTM D4 2)—269 24 d. Surfacer 23 I) L`)Mprrs�;2ve 5Lremgth(per ASTM D1621}— 1011 psi mi11'FMUM 26 2) Density (p&ASTM D1622)--5 1bsfctl 11) mrnimum 27 3) Shen Siremg(li(per ASTM C;27 3)—234 pi minimum �4 4) Clascd Cd Content.(pel'ASTM D 1440)— ;:95% 2� C. C@atbtg Application Lquipment 311 I. hRa��ufaetetr�-r a}�pr�ved]touted�iurul co1�7p�nellt tpra�equi�lrnent 31 2. Hard to riiaeh urca ,prig appiicaliurs and touch-uo may ht performed rising Hand 3.2 tDOIRL 33 3_ Applicator s nil Luc approved speciattyr equipment tMt 18 adequate in sire,citpr3 ity. 34 And n9Jimbcr 5l.lJTX:ierr1 W 11L'l:M11p]1 Sh tliC work III R lima)tlt nrier. 39 2,3 AiCCEfi,SOWEfi INOT 1TSFDJ 3.6 2,4 SOURCE QUALITY CONTROL 37 1, TesUmg M a, Tttka wet film 11th ktress gauge per ASTM TA414 tit 3 locai fuels within the 39 in.inhole,2 spucecl et]W,Jiy alaarT along Cha wa1T mnd I an the bench, 40 i) I)aCtiment And auCS1 rnea91Jrernerlta and provide to tile City. 41 h, Afh r daring 1145 set, repair all visible pililiolm by lightly abrading I lie qurface 42 and brush 1119 the Iinrrrrg mateaial over the t zea. 4' c. Repair all blisters and c0denue of unevr~tr v0vel'aecA)rding(0 the 44 ma Tiufactumr's rc�nmmendatians. 4.9 iL Test manlit le VDr final acccplalice a"ording tU Swtiori 33 0130. 46 e. A hnrided third party ti=lting company Rhnil pprrorm the telling, CITY OF FORT-WORT14 INIIN`IPIRaWl-III.AIN I&I i-rm-Hx-i4akONP-XIIOIIImhIIII.W!Hi7C:.lkiy�kN{rXfh, .+rANIMi�GCq�t�k$ RLX-1irIN:iNECIPrt:ATONDOCUMEDFCS ? d17dk0 4+3 Itcvieed Arnr 5,)pt.1. 413966-a F-VO 9 LIKE FOR SAN1TM1liv'SrnWER.STMLJCTUKE-� N- 6C4flr� PART.1- EXECUTION 3.1 1 NINTAL;Ii_ERS 3 A. All lasta11ers shall be certified Lipp ticLc Lo,-i approved by the mankktALAtu•ers. App IicaLOT 4 ;llall tkse adtquate number of 5101 led wort tiieii Owl Nee been Irainetl 1117k1 exlael AMeed fur S Iheapp raved product. 6 7 3.1 EXANIT ATION INQT I1SE131 a .3,3 lPR11 PARATtON L-f A. hrlanlirllk:Prararai.iPll s,np active nmv5 vrfl daminiiig, pinggirlg 01•tlivarti IS rfs r�Gkdred to cnsurtr all 1 I liquit[s my mrkiwaloerd bclow Gr away froin the silrraces to be PWtad, 12 2• Maintaeti (vu perature of the sljrfuce to be cmi led bcliveco 40 and 120 di groes F. 13 3. ,Iliwld slta:rkf'eed sm'�aceq to tivo1d cxposurI of direct sukt1rg11t or.other imert5�lout 14 csitirCe. I i al �� hem.yarying:turf to ICti�pel'nlil!'t". do ex.isr[,coating itlstnllation ghotlld be 16 lscltaduled vvlrk3rl the li�mperalur'e is Cal Iing vers ar.rising, 17 B. Stir€'itce-FreptlratlLin is 1. l elnoy ntl ,r�ltsiw-grottier.irlcompnti>hle exir llrlj Castings,��rsxBs, farm release. ly cti1'ITIg c,;impmnds,eftliWE!scencis,sealers.salts or ether con inminants whiCIt may aflecl ilke 11orforinance field kkdhesion of the crating to lite sub�lrati±. Rernnve.lt13Y 21 steps lbuLld I I 1 11w 51ill 01ure. 2 2. %�mir%,e QnTlk;rek untPor morlur dwiinged by corrov !Oki,chemical aune�-Pr vlhtrl' 23 me.'rtns of dcgladatiov :ltd t[lkaI oil Iy sou lid Eiubiin11e remains. 24 3. SIII'1are prc!.pnratian method, or eombiriation of wediods. till[ tmly be used include 2i high praNsiire water cleriniilg, ltigil jaT l:S`3ur2 wnterjetl.ills.W11-a-Mv>w bllisting, 26 shoiblasting, grinOig, ti£ariiyi lg,dMi'8011 tvllteR cf alirlg, llmt writer hlol ting and 27 others as clew rihetl ilk SSRi�.SP 11VACG No, Cs. L I r111 mclllnds a ec1 h ll be peris�rmecl illa r aF,1r�r th.-11 prgivides it tlnit'oi'm,wand, 3y clean,rzekttraiiratl,xurtllt a fikli.table i'or the sped ted coating product, .Aller ul'surfttec pteflarnt 0111, inspeut-for leaks,cnkuki, hales,exposed 31 rebar,i111 atld cover Coilditlan, knYCI't colldiiio 1, k,tid i111et-out Iet Pi Pe ca?,dllrorl, 3? & Atter dtr'octs in tllc;trklclune: have breed ide1111111VI.se311 cracks,repair expascd rthr 00 33 tvith now rebar iqx rr wh exiglug,repliir Ieiile.and craOs witll gl°ouL or r ibor 34 11]etho4ts appl'oved by the M4nnfacwrer. rill riew rebar 4hall b'j cmheddetl in 1 'J. 35 inc-11 4;poxy r,mastrc. R.epkoe seal ooiinecnml betkveell existing [Tame mid chimney if 3fi it is frond ltaocc or riot atlyched. ,37 7. The 1 911- mortal'811d CpQxy it)pct}kkl "IL1,1l Fliare tllc illnl�apu�cv matrix tip cn�tkl'e❑ 39 bonded%weld No cen>iendtimis re'Ptlir rnwo'iai, tluick setiirlg lligh strCtigkh cullet'~ 39 will[1ateN ear curing agelit udditives, or gtijok eel mortar's%Y111 lit allmod. ?1-opor 41) aurfLce pr"rlltiorl prouedijres aw&I be foIlowed w evinivre adcggate bend 3Ital'901 41 10 Lilly 3tlrf4UV to be coated. Ncw convent cure lime its set iemt 10 days pried' to 42 caltl1f11~. etiTYOFFORT WORTH •tol.,l„.t..,, h,4wIVI-<INVIII'IIVA%IAN..1.i,hexn. it'ua l ,1'I.InnI'S5'f5f5I4F14n'tli17 ge,kbed April 5.2017 t XY LINE 49 R 4AlVJ PARY 5E :rr WHRit4�ll t'P � JtFS 1 3.4 1 NS"TA LATA" N A- Ociferal 3 1. >' fi'S cnadlag�ifker the A xV2Y line I-Cpllieemer("repairs,grade ac�ustm�nts unrl 4 grouting ave Wnipletc. 5 2, F"ertiTM UpliCJ 00rl procertlu•es pit•reC%Irnrrnendatitms of the aerating pradEsct matlufhClur . including cravirotln1aillaI cnntrols, produnl lundling,Ill ixilig and � applicai<Inta, S A. Temperature 9 l• Oltly V:Crform applicakion if surfh(!e lentitse;rature in bei3ueen 4fl•and 120 degrees F Ili 2. Make no app IicaIIun if treeYiiig is expected to nectar inswo tiae m snlaulo wIlhin 7 it h*urs af?er applica[itrrl, 12 f�t7J41it#� 13 1. SPrny aPP1Y pet malluFit clur(rt'S rect)MITielttlutiart tIl r1 nasprrrsurn fllrrj ll�ickrle abs til noted Ctl Sacliba 2.2.3, 13.. 2. APply�Qatingfrorn bottom of Jtlnnhole Frame to dti t�eJ�ch?irt'ugh. including Ile 17 t It ksentl>;rtraugh. 1 T 3. ARor waIIs ares:med, mLI-Qve bollen cs)val•&and spruy hailelt+trough to nt ag as least rhe 18 same Ihicknts the w1ki[s, 1' 4. Apply Ctrl}top rouI or WdI11onaI coats.with in the praduct's recoat window. 20. u. Additional surface preparation is re;gtlired H'the re ubet window is exceeded, 21 5. Allow a minimum fif 3 lue um of store film or beset Hzi'd to toiich before reactivgt1lig 22 flow. 23 3.5 REPAIR 1 I ESTORAT[ON [NOT USE1}l 24 3.6- RC-INSTALLATION 1.407 USEDI 25 3.7 FRLD lcsral $FTE QUALITY CONE rw, 26 A. Fpcls strilCtltrei di[I be rri$uuEly ipppect� 1 ISy 111e City 111e same dny Follo�ving the 27 nAlalic+a#Ion. 28 -3, Graundwalcr InfiIIra Lion of the system slie.lI be zer-c,. 29 C. Att pips cnnnectrur�n shall lac opP-il urld r,Icar- 30 D. Thu inspector will check fflyde;CienciW,PitAloIes, voids, e;rUkS, unc{red xgpols, 31 dC1rLmInat1),1,Janr.l tkin spots. Aq defic;enuivs lir [tie Iinur slurp be marked anti reval red 32 koDording it)111e prucedures nuli:Ined by the 1V141114FfaciLlrar. 33 E. if leaks k)re detet:ted t.11ey WiII be Chippezl back,pluggeci Meld Coated ftnmod inIely with 34 pr�slWive epmy reain canting. 3.5 I. Make rq%iir 24 hrwrs Rfter leak cietfiactiprl. L Il Y OF I*S?R1`WORl Ft h 1 Ia•e FW 41XF4;I/FIS{I�htiM NeY-114 h�{11�Yi45{•4�1/NYfik hoer,W jdt Wr#7N4!1,AL"%1 iIM IMS; ROL'il 'd 4p ll�,N r7 R?30 4,02445 37390-$ EPDXY Y.iNLR9 FOR!;ANI` TRY NEWER 1P➢7 ML T1FRE$ 1 3.8 SYSTllai4l STARTUP I 40TUSCIII 3 3.9 ADJUSTING JNOT U-SE111 3 3.10 CLEANING INOT USED] 4 3.11 CI.,()SE0I1T ACT IV1TTES 5 A. P>'ovlde ala test resells frctm te_t;ting pee'Section 2A MCI UppliCatol'certit lcatinns per S;�ct�an 3.1. 7 B, l?pon final completion❑fthe ivnrk.the muLif.ourer will !)Mvidb a*riUull eerliliCntlolt g pf prt)pV application 1G.(Ile City, 1� C, nit CcrtiliClttinll ►will confirm 111Rtthe ele#'iclem�rea8 were reprdred in ft Cw'dance with 11) I.he prc cdtlre sel forth t11 titis Spet'iticatiun. The finch mpol't will delllil tilt!lcr-ttiun of thti 1 repairs ill the smwlure and degeript'011 of[Ile repairs. 12 3.12 PROTEC"1710-N (NOT USEDI 13 3.13 MAIN NANC)F INOT USED] 14 3.1 d ATTAICIMENTS [Nar IJsm END Or SCCrr1a�1 16 RV'6Ainn I'll t3AT NAME SUMMARY OF CHANGE �I-5-2U17 J tCit uuarll Ruirmul API,]tnvees[-Ir�1r�g�yals�l mod imlusiun aftip orashield and W.-msril R-11VIromilvillil Sy-mm 3111.nod ARC SIF B by AM {'li4 iumm CmriphmW Cli'Y P FS7I�1`W Q.RTI I i•ii"ffi7 tin11.t 11•.+.+wri lV1�U1 1`1011`111"At4kkli'VAK 1(NMI Nil 11 N'u.1 Inl wksb+wt�1 �'.Ihll'IIM STANI)AMi crNy7'Rti#TrH�r�5Fi CiFtL A'flC7rt 13C1CU i�N7B fir? R7 +� IS avilat April S,2{1 1-7 99 99 00 ADOTI lNAL SPEOHPATICJMS PaP.c r ail 1 SECTION 99 99 Ott 3 4 "99,1040 1rriga#iun Adiustrrrent& L,Itu&e.lpe Renaif Allowance i Th L&item es[iblishes:a Otitracl a]Jaw$Me cornT'ur.able to[he final cost ofrmkjng ncutt NLiq b u'riga ion adjustment and landscape repairs l'eguircd due to[Ile project. An nrhitrary allowance I arnai'nt Ilaa bean plaeod in IIle praposal: h{};uever�Chia does no[ytuaragtee an}liayrrienl fel' 8 irrlgad0n rtdlustment.%al. Iandsciiprng repair, nor docs it cc']3frnc irrigadar3 adjipsi n'cnts t)r Iandscapv repairs to the r mutint shown iii the proposcL[_ It AhaH be tfil Contractor's respoitsibi iit_y Jtl L41 PTOVi{dr the 50vice%vt'a licensed Irllig,IN le)make Il'e irrigAllClrI,,LdjuBtlne['[5 c�erllllned 1 ng' ll pimsary by 'o City. NO Payri'erlt wi It be inude fm-In•igaticlrl or bind."loge repairs excep[[hose 12 at tiVinents detttrmimed by the City. Should Cite Carltractor drlmage ire-IgIllpen iine.or 1AIldsealle d":to h"';neg"gence,+cher°e 9u�*1' limes ql' tm d9cupe<s 'aouId trot leve req aFred acjju6tment or 14 mpair otherwoe, 1he damage qh1 II he tepal red and ddju5W by the COM[raca0l'8t lice Cotirrnc[or'x 15 exPCnae. The payrkwui to iheCgrlll'Rc[or-fbr Irrigotjoil adjusttiient!i nhd1'❑r [and cope repilr shall 16 be the actual east of I.he ac$-,lmcnts!repairS plus tel'p(ri:cent 0 0°fa)ley WvUr the e09t of l oncf anti 17 Overhead incurred by the 6oiiiracior in hwidIing Che adjusts-TntslsePDim. 19 19 9999.1002 AT&T Telecom. MH and Roxes AdIusfrneu[rs 20 C ontratsW sha:[j use extreme i.autroll in all pr4�jvc't aretlrt where exis[ing titxer.op.Sics smile are 21 ]rate<t All Ted eco rLuntrnlcat itLn J4enlit,Je.Vaults,cri7f. Bq;.5"x kali bg adjusted by 1-hc rraEnchise 2-1 utility, 2_1 C❑rrtgjgt:larneg Meirose 24 Cel L-817-201-946 I 25 RmaiI.Jlbi 3684QATT,(:t iM 26 27 9999.1043 Cunstruct#on Allowancv- 28 29 1. Summary art The Qmstructiol'A Clowances shall Ile ivaiJitble Icy Ij'e City 10 direct the 3I Ce)'Iractor 10 Perforn'add itionEd work ilems rcicvani to the SIACcessfUf 33 32 crsrr,Preti.ori Lit Ilse K6ec1,h'lI LvhiCh are Tint idvntifre[i C)11 the plails or covered in the RPeciCCal roils clue to WIf'or=ceri rwircunmstances.Arbitrary nlhown nue amounts 14 1lave fess P14Oed 111 [lit FiLo-posal, tl'i�c(tern xvill nut bc pLticf to clic colitractar unless a field itrder is isstted, Una tt[icipatc-I projm(Qhangus arc 77❑t Ilrriited w 36 r.he value of fins 1tei11_ Cul'tract chaltges above ill i% amount desorihed by thig .37 ft"ONvance mny 67 prue"sed through a diditige uedtr 3x 2. Price and Prtyment Procedures 9 0. ilfiear<urement anti T'aymalit 'til i. Mcasurenictit for add il•i6n4I work cnverod by Lhc respeviive C[1j+StrLrctit)n `t I A]Ipwallces Ahn11 110 negoti:tte'd 1)eiwpeiL the City and Ilse Coritractur per 42 dwh ileo',or group afitelns ifmil Itip le reIated kcuis arE:encour'terc4i 43 b. Paym.cr11 44 L The 4vm-k perlormoo and material filrnisW1 in accordance witfi this Itcm 45 shnII be paid fh r as s Ifie-'surdd Per=gatiuted lttm,ill group of items;at 46 uAiI prices) negotFdied hc[Wmn the City.and the Curitractnr, 47 ii, The price Sliali include: 48 1. All nerves%zy MnteriRij rind work to ace-Dli'171is.h the addidi.>Tal 49 work IIell''S objective so ?. CIOLirl-iiia cL'I'vCir-CURT wnrt'1'1I +e'W'rnWIMP rrN'?NkthhnWPrM4ONWJMAfe4YI4NA1f3MV4ijQjinild,XIXlr.OPAiRkmjj' SfANDAW t:ONM-k0(7rio t9 sPE(:lr[CArioNr aLn.'[12rtrS�. u'u. "My A 004 "W 00 PIIge2 u1'2 1 J. RestoTjwivi ti 3 9999,1405 Brick Hemuvid nud Salvage 4 Aoy bricks called out t& be rernoved and salvager) on the plans 0alf be stored on-site for 90 5 days,at a location deslgnatEd b'V the Contractor The conkraCWr Shall' natlfy F _503th Inc. and F City's Prefect Ma"agl*r of t:hIs IvraIlort and when-brIcks wl11 begirt being stored. C�ring the 9b 7 days,F South Iflc, is planning on picking kip the 6ri U far rise after normal workiing hours,Any S brick remaining after.this tinct frAme WJ11 ndt be used and shall be hauled o slte, 9 FW South Inc. 10 fl_)i e 2 nearsauth,,idLt .clr 11 817.323.4 313 12 13 glary Henna 1l:lr _lltmnucai�tarttkuai�ll :tt. s+k 15 1317-392-5565 16 17 1# END OF SECTION C:17Y OF FORT 1Y RT[f P V luiviow,I'{1PmOL AItip H am r ver W A%III"Q!-,LIH rH IIr HI•r11+15 F wk*9 14Ir1 IR II'IILw. 9 fANDARit COULSTRUC T (N SP L'l0 h1'J4N MCUMfN1'9 7 lilt 1 I E F I F I i M ■{c r-. ■ fig tl i C II J ii�Vll E� 8121 - pi 1I lil iii F1 IN E + I � d i ■ � �x �� pq f., �� � �a7 ■ CY: � e �' •gyp- �j�� Y�!� j�y�iM � � � '� F r00 59 "" � ARy � s �� ye �rCitlgIl �R #t f ¢ ��� v'��f�,4 d aE `w P �Eee�#M Eer���'i�� '#e� �� il■��■�� k �p� �p No I ■-f S AGY 7i��3� �I1R� A - t` ppQ�y # rrt 6 _ SIA g .- }� kid r 4i4 ■ • �u" F� _'J �• 9 e � 2 A �` 6 A S � w Q i� � ! i* wmin+.lri.+,rtr�k@Il�in=y�'iii.,"'ti:.,�` � •M [' Lk� :a;• A `k � i as y d � � ■� Mill � 11M¢ - . � e Efi `�•E p-j Ph AR Mt z# i s PH _ a - a -r. IFS M� • -� .rti i.- r + .. . • a .. - I IL all El s gig Ef €I gr , It M � A� : r9. CE YE:r3fSILi�-H��E�L1 bl, y fipin� i# [tf3�id i� �i :IJ M i1F M II 1 fx !.. Y '1 a.11 # ii x •. g qq = M to Jil til * R n oil,IL MEi dq Lot p M, io qj k�,� S 3 €a k- 5 ■ R';� Pi ii p �` YR [ 'J p 1 LL ��•22t! ¢ i= �{ IlaR� .E E i iq yi 6 e y.,l.�un.l rY„I i,a 1,`Y�Im.•� iun...,SF7. Ali, .. 141x1.J�11ijunii��• k:u��4� a ' ! fE Bug p C, - Yr'�911 T.{ a s ] +~i p�L�T i ao5 � `R' 9�•Y YJ.B_0 Y{- 1L Q[ I;�? l 4 •Y�9 7CkY'yp1 1 'g sk�s MOE all � k �" �� _- _;; ' I• Ss t�L� Lii�r _��=rS ' _ IsnsrtL: Irillr�w UNP JY11vry -I -1 Pl�s •!I� I ]J i `M iK , � 11r br�wY o[ioflLal, f '•'� �7• � hi - I r `Sr r .S��� '1 } A�L#f���11 t-d � lllL+'ll' I 4Y n r}„arnl — 41,� TK I I ��� yi hl..n'I[,I 3 � .•�y x ,� y 1 3 �. 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UNIT I o WATER UNIT 11 •- SANITARY SEVER UNIT III - PAVEMENT IMPROVEMENTS City Project No. 02387 & 02445 Addendum No. 4 Issued: Monday, October 06, 2018 Revised Bid Open Date: Thursday, Octnber 18, 2018 This addendum forms part of the Specifications and Contract Documents for the above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specifications and contract documents for FY16-CD9 Street Repair and Reconstruction Program and Near South Side Medical District Water&Sanitary Sewer Main Improvement are hereby revised by Addendum No.4 as follows: I. Specifications&Contract Documents 1. Section 00 42 43—PROPOSAL FORM. Replaced in its entirety. A revised Excel spreadsheet of the proposal form has been uploaded into Buzzsaw. 2. Section 00 1113 Invitation to Bidders a.Bid opening date revised to October 18,2018. Clarification in Addendum: 1. Section 00 42 43 Proposal Form has been updated to reflect the correct quantities associated with the CLSM Backfill on Vickery Blvd. The pipe and CLSM backfill bid items for water and sewer on Vickery Blvd. have been separated such that the pipe line items do not include the CLSM Backfill but simply the pipe quantities;and Imported Embedment/Backfill, CLSM(Vickery Blvd only)bid item include the quantity of embedment/backfill for those pipes on Vickery Blvd,and the four(4) bore pits for tunneling. This Addendum No.4,forms part of the Specifications&Contract Documents for the above referenced project and modifies the original Project Manual&Contract Documents of the same. Acknowledge your receipt of Addendum No.4 by completing the requested information at the following locations: A-4 ADDENDUM 4 FY16-CD9 STREET REPAIR AND RFCON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.w&SS MAIN IMPROV. City Project No.02387&02445 (1) In the space provided in Section 00 41.00,Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED&ACKNOWLEDGE ADDENDUM NO.4" Include a signed copy of Addendum No.4 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No.4 below could cause the subject bidder to be considered "NONRESPONSIVE",resulting in disqualification. RECEIPT ACKNOWLEDGED TRANSPORTATION AND PUBLIC WORKS & B Lane Zarate,P,E. Engineering Manager Company: Jackspn Cons�crio l, LTD A_4 ADDENDUM 4 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.CAST.W&SS MAIN IMPROV. 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UNIT I —WATER UNIT II — SANITARY SEWER UNIT III — PAVEMENT IMPROVEMENTS City Vroject No. 02307 & 02445 Addendum No. 5 Issued: Friday, October 12, 2018 Bid ®pen Date., Thursday, October 18, 2018 This addendum forms part of the Specifications and Contract Documents forthe above referenced Project and modifies the original Specifications and Contract Documents. Bidder shall acknowledge receipt of this addendum in the space provided below and acknowledge receipt on the outer envelope in your bid. Failure to acknowledge receipt of this addendum could subject the bidder to disqualification. The specifications and contract documents for FY16-CD9 Street Repair and Reconstruction Program and Near South Side Medical District Water&Sanitary Sewer Main Improvement are hereby revised by Addendum No.5 as follows: I. Specifications&Contract Documents 1. Section 00 42 43—Proposal Form-Replaced in its entirety. A revised Excel spreadsheet of the proposal form has been uploaded into Buzzsaw. Clarification in Addendum: 1. Section 00 42 43 Proposal Form has been updated to correct the quantities for Unit 1 Water Improvements and Unit 2 Sanitary Sewer Improvements.The 4' Manhole bid item has been separated to their appropriate bid item(Standard Manhole,Drop Manhole,Shallow Manhole, Extra Depth Manhole VF). This Addendum No.5,forms part of the Specifications&Contract Documents for the above referenced project and modifies the original Project Manual&Contract Documents of the same. Acknowledge your receipt of Addendum No.5 by completing the requested information at the following locations: A-5 ADDENDUM 5 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV, City Project No.02387&02445 (1) In the space provided in Section 00 4100,Bid Form, Page 3 of 3 (2) Indicate in upper case letters on the outside of your sealed bid envelope: "RECEIVED&ACKNOWLEDGE ADDENDUM NO,5" Include a signed copy of Addendum No. 5 in the sealed bid envelope at the time of bid submittal. Failure to acknowledge receipt of Addendum No. 5 below could cause the subject bidder to be considered "NONRESPONSIVE",resulting in disqualification. RECEIPT ACKNOWLEDGED TRANSPORTATION AND PUBLIC WORKS By.` fir/ By- Lane �Zarate,P.E. Engineering Manager Com an : Jackson Construction, LTD A_5 ADDENDUM 5 FY]6-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.D15T.W&SS MAIN IMPROV_ City Project No.02387&02445 UNIT PRICE BID Bidders Appli"flon Im"F,hplml MI Mi Elldvojp j I I I ",T DUN--1 !10 i,qA 1P.W.-ft:TaLly 4h,4 I h,jil l.'r III u lFM ir nil asci._ nucwRrr„f!N.rv,yoLynuLht ,111 1) 11 4.: 33 11 1' 1 r Jkl 11 JI2 it Mei Jr .16 md.t! Ir •SIL 311 4" ......I 1 JA m41 4 rx ii 13 13m1M-11 11 14 4AJ.jjtt:k P+l 14 11A an _p4114 11A In In "p, Im'! TA rb r WiLkihi. 45411.1 TIA Jk 14 IttijolVI 31`1111. Rlwp 117!x- I+ I a1 ±prs1.LY�wh65g1Yllhnl 17!r- h1l :r po 2 ml Aw 1711.Id I Wan 31 11118 j Ii in hi 4r.c—.,2.b—I q.— ALI?IP II YI 14 ir OLOG R%.Ik I1)AF1j.tyT.MO F;.. 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A I Id Lmrmo I:'1r-MCA'L-Ml I r ur-I MCI W.WNMyJW.s1+n -144 Mr-cTiON apa UNrr PRICE BID Bidder's Applicatton rill-1-11 hN.1— J1IM 1-.,Y. slim ho 17 Ht III q .3}4119, f.Y 1{11 0 il-I IN-11 776512, my I- 31 ul I I Li 1LL 4 JjfI I lle1w IINP116 Ahlblm�q,&Lr1km.!rjNr=r MR"Imillwi 33-1 1, 4 13]1 Yh E E.k A3311+7 E& I J* plum-,.ELLg bnIT MJPPMI r4q EA IV 1731J M 11,M-3W-,qNl/M1�YeN 'A iLi.T. 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Ij1hi qW1100'RfPj 1r94I F'-IA L?PIL F, I"Jo)rhm f? 1144 YrYif,f(ei U--rl Fyr .* Ih .!I Rtq%ftIsvcwowd _LiA I .-.kk I rl ?lel fl.;ii im-mrpti�Iwpij 3311111 JT-p— P. 11 1477.111111 99 W141 L, j I 'L ,�i r'O."E 3.1d LLw6....rbdrr 11—IN FMT r-wjTjCn T97M3'ILITAWS 133 rd 711131 lhd Sill.404Ap IWIT Mi MJLVkk;k;11"NM MIWLI 115%:WWI VE%rXNTP JU "V of nr'.c:-p luk 00 11 13-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 4 RECEIPT OF RIDS 5 Sealed bids for the construction of FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND 6 NEAR SOUTH SIDE MED.DIST. Cily Pro"ect No.02387&02445 will be received by the City of 7 Fort Worth Purchasing Office: 8 9 City of Fort Worth 10 Purchasing Division 11 200 Texas Street 12 Fort Worth,Texas 76102 13 until 1:30 P.M.CST,Thursday,October 18,2018,and bids will be opened publicly and read 14 aloud at 2:00 PM CST in the Council Chambers. 15 16 GENERAL DESCRIPTION OF WORK 17 The major work will consist of the(approximate)following: 18 Paving: 19 20,710 SY of Asphalt Pavement Repair-Street Pulverization and HMAC Overlay(POL) 20 8,920 SY of Asphalt Pavement Repair-Street Mill and HMAC Overlay(MOL) 21 Water: 22 550 LF of 30"Waterline(DIP) 23 1980 LF of 12"Waterline(DR-14); 365 LF of 12"Water line(DIP) 24 5225 LF of 8"Waterline(DR-14); 375 LF of 6"Waterline(DR-14) 25 445 LF of 54"Tunneling(Steel Casing Pipe BOTOC)W/30"Carrier Pipe 26 Sewer: 27 445 LF of 8"Sanitary Sewer line(SDR-26);30 LF of 8"Sanitary Sewer Line(DIP) 28 230 LF of 12"Sanitary Sewer Line(DIP) 29 325 LF of 6"CIPP 30 31 PREQUALIFICATION 32 The improvements included in this project must be performed by a contractor who is pre- 33 qualified by the City at the time of bid opening.The procedures for qualification and pre- 34 qualification are outlined in the Section 00 21 13—INSTRUCTIONS TO BIDDERS. 35 36 DOCUMENT EXAMINATION AND PROCUREMENTS 37 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 38 of Fort Worth's Purchasing Division website at httg://www.fortworthtexas.gov/purchasin and 39 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 40 Contract Documents may be downloaded,viewed,and printed by interested contractors and/or 41 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 42 Parties Form 1295 and the form must be submitted to the Project Manager before the 43 contract will be presented to the City Council.The form can be obtained at 44 httt)s://www.ethics.state.tx.us/tec/1295-Info.htm. 45 46 Copies of the Bidding and Contract Documents may be purchased from A.N.A. Consultants, 47 which is as follows 5000 Thompson Terrace, Colleyville,Texas 76034 48 49 CITY OF FORT WORTH FYI 6-019SIRN.I'I'REPAIR ANI)R F:CON.PROGRAM ANDWAR F:AR SOUTH 511)F.Mh:l).1115"I'.W&SS MAIN IMI'RO1'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 22,2016 0011 13-2 INVITATION TO BIDDERS Page 2 oft 1 The cost of Bidding and Contract Documents is: 2 Set of Bidding and Contract Documents with full size drawings: $120 3 Set of Bidding and Contract Documents with half size(if available)drawings: $60 4 5 PREBID CONFERENCE 6 A prebid conference may be held as described in Section 00 21 13-INSTRUCTIONS TO 7 BIDDERS at the following location,date,and time: 8 DATE: September 13, 2018 9 TIME: 9:OOAM 10 PLACE: 200 Texas Street 11 Fort Worth, Texas 76102 12 LOCATION: 2„dFloor TPW Conference Room 270 13 14 CITY'S RIGHT TO ACCEPT OR REJECT BIDS 15 City reserves the right to waive irregularities and to accept or reject bids. 16 17 INQUIRIES 18 All inquiries relative to this procurement should be addressed to the following: 19 Attn: Mary Hanna,P.E.,City of Fort Worth Transportation Public Works 20 Email: Mary.Hanna@fortworthtexas.gov 21 Phone: 817-392-5565 22 AND/OR 23 Attn: Mark N. Assaad,P.E., 24 A.N.A.Consultants,LLC 25 Email: Mark.Assaad@anallc.com 26 Phone: 817-335-9900 27 28 ADVERTISEMENT DATES 29 August 30, 2018 30 September 06,2018 31 END OF SECTION 32 CITY OE, ['ORT WORTH IYO-CIV ENRY.F.TREPAIR ANO RECON.PROGRAM AN13NFAR SOU"I'H SIUk MFI).I)I$'I;IY&SS MAIN IMPROV STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 22,2016 0021 13-1 INSTRUCTIONS TO BIDDERS Page I or 1 o 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 4 1. Defined Terms 5 6 1.1.Terms used in these INSTRUCTIONS TO BIDDERS,which are defined in Section 00 72 7 00-GENERAL CONDITIONS. 8 9 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 10 meanings indicated below which are applicable to both the singular and plural thereof. 11 12 1.2.1. Bidder: Any person,firm,partnership,company,association,or corporation acting 13 directly through a duly authorized representative,submitting a bid for performing 14 the work contemplated under the Contract Documents. 15 16 1.2.2. Nonresident Bidder: Any person,firm,partnership,company,association,or 17 corporation acting directly through a duly authorized representative,submitting a 18 bid for performing the work contemplated under the Contract Documents whose 19 principal place of business is not in the State of Texas. 20 21 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 22 (on the basis of City's evaluation as hereinafter provided)makes an award. 23 24 2. Copies of Bidding Documents 25 26 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 27 resulting from the Bidders use of incomplete sets of Bidding Documents. 28 29 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 30 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 31 for any other use. 32 33 3. Prcqualification of Bidders(Prime Contractors and Subcontractors) 34 35 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 36 requiring prequalification at the time of bidding.Bids received from contractors who are 37 not prequalified(even if inadvertently opened)shall not be considered. Prequalification 38 requirement work types and documentation are as follows: 39 40 3.1.1. Paving—Requirements document located at; 41 ht s:// rojec oint.buzzsaw,com/fortworth ov/Resources/02%20- 42 %20Construction%2ODocuments/Contractor%2OPregualification/TPWto2OPaving 43 %20Contractor%20Prequalification%20Progam/PREQUALIFICATION°o20RE 44 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?2ublic 45 46 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; CITY OF PORT WORTH EYi6.CIM$IRY.Y:I'RFJ'AIR AND RECON.PROGRAM AND NY.ARSOII'I'H SRJRMEAI,INS I',%V&S5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised August 2.1,2015 002113-2 INSTRUCTIONS TO BIDDERS Page 2 of 10 1 ht s:// rojec oint.buzzsaw.com/fortworth ov/Resources/02%20- 2 %20Construction%2ODociaments/Contractor%2OPr ualification/TPW%2OPavin 3 %20Contractor%2OPrc ualification%2OPro afn/PRE UALIFICATION%2ORE 4 UIREMENTS%20FOR%20PAVINC, 2000NTRACTORS.PDF? ublic 5 6 3.1.3. Water and Sanitary Sewer—Requirements document located at; 7 htttps://projectDoitit.buzzsaw.com/fortworthgov/Resources/02%20 8 %20Construction%2ODocuments/Contractor%2OPr ualification/Water%20andO/o2 9 OSanita /o2OSewer%2OContractor%2OPre ualification%2OProgam/WSS%20pre 10 qual%20reauirements.docwublic 11 - 12 13 3.2.Each Bidder unless currently prequalified, must be prepared to submit to City within 14 seven(7)calendar days prior to Bid opening,the documentation identified in Section 00 15 45 11,BIDDERS PREQUALIFICATIONS. 16 17 3.2.1. Submission of and/or questions related to prequalification should be addressed to . 18 the City contact as provided in Paragraph 6.1, 19 20 21 3.3.The City reserves the right to require any pre-qualified contractor who is the apparent low 22 bidder(s)for a project to submit such additional information as the City, in its sole 23 discretion may require,including but not limited to manpower and equipment records, 24 information about key personnel to be assigned to the project, and construction schedule, 25 to assist the City in evaluating and assessing the ability of the apparent low bidder(s)to 26 deliver a quality product and successfully complete projects for the amount bid within 27 the stipulated time frame,Based upon the City's assessment of the submitted 28 information, a recommendation regarding the award of a contract will be made to the 29 City Council, Failure to submit the additional information, if requested,may be grounds 30 for rejecting the apparent low bidder as non-responsive. Affected contractors will be 31 notified in writing of a recommendation to the City Council. 32 33 3.4.In addition to prequalification, additional requirements for qualification may be required 34 within various sections of the Contract Documents. 35 36 Special qualifications required for this project include the following: 37 5 recent references of Contractor indicating successful application of coating product(s)of the 38 same material type as specified herein,applied by spray application within the municipal 39 wastewater environment. References shall include at least the following:owner name,City 40 inspector name and phone number,project name/number,size and linear footage of sanitary sewer 41 main,manhole diameter,structure dimensions and number of each,square feet(or vertical feet)of 42 product installed,contract costs,and contract duration. Contractor must demonstrate a successful 43 history of installing the product in structures of similar size and scope. 44 45 4. Examination of Bidding and Contract Documents,Other Related Data, and Site 46 47 4.1.Before submitting a Bid,each Bidder shall: 48 CITY OF FORT WORTH rY16-CD9 sXXvF;'RFPAIR AND RUCOM VROORAM ANI)NEAR SOU'I'H SII)F;MFI),UI$'I'.4V&SS MAIN IWKON, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised August 21,2015 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of l0 1 4.1.1.Examine and carefully study the Contract Documents and other related data 2 identified in the Bidding Documents(including"technical data" referred to in 3 Paragraph 4.2.below).No information given by City or any representative of the 4 City other than that contained in the Contract Documents and officially 5 promulgated addenda thereto,shall be binding upon the City. 6 7 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general,local and 8 site conditions that may affect cost,progress,performance or furnishing of the 9 Work. 10 11 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 12 progress,performance or furnishing of the Work. 13 14 4.1.4. Be advised,City, in accordance with Title V1 of the Civil Rights Act of 1964,78 15 Stat.252,42 U.S.C.2000d to 2000d-4 and Title 49,Code of Federal Regulations, 16 Department of Transportation, Subtitle A,Office of the Secretary,Part 21, 17 Nondiscrimination in Federally-assisted programs of the Department of 18 Transportation issued pursuant to such Act,hereby notifies all bidders that it will 19 affirmatively insure that in any contract entered into pursuant to this advertisement, 20 minority business enterprises will be afforded full opportunity to submit bids in 21 response to this invitation and will not be discriminated against on the grounds of 22 race,color,or national origin in consideration of award. 23 24 4.1.5. Study all: (i)reports of explorations and tests of subsurface conditions at or 25 contiguous to the Site and all drawings of physical conditions relating to existing 26 surface or subsurface structures at the Site(except Underground Facilities)that 27 have been identified in the Contract Documents as containing reliable"technical 28 data" and(ii)-reports and drawings of Hazardous Environmental Conditions,if any, 29 at the Site that have been identified in the Contract Documents as containing 30 reliable"technical data." 31 32 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 33 the information which the City will furnish. All additional information and data 34 which the City will supply after promulgation of the formal Contract Documents 35 shall be issued in the form of written addenda and shall become part of the Contract 36 Documents just as though such addenda were actually written into the original 37 Contract Documents.No information given by the City other than that contained in 38 the Contract Documents and officially promulgated addenda thereto,shall be 39 binding upon the City. 40 41 4.1.7. Perform independent research,investigations,tests,borings,and such other means 42 as may be necessary to gain a complete knowledge of the conditions which will be 43 encountered during the construction of the project. On request,City may provide 44 each Bidder access to the site to conduct such examinations,investigations, 45 explorations,tests and studies as each Bidder deems necessary for submission of a 46 Bid. Bidder must fill all holes and clean up and restore the site to its former 47 conditions upon completion of such explorations,investigations, tests and studies. 48 CITY OF FORT WORTH FY16-CIS SI'RY.F;"I'RF:I'.VR AND RECON-PROGRAM AN 1)NEAR SOUTH 811)FMVI).11151.1Y&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised August 21,2015 0021 13-4 INSTRUCTIONS TO BIDDERS Page 4 or 10 1 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 2 cost of doing the Work,time required for its completion,and obtain all information 3 required to make a proposal. Bidders shall rely exclusively and solely upon their 4 own estimates, investigation,research,tests,explorations, and other data which are 5 necessary for full and complete information upon which the proposal is to be based. 6 It is understood that the submission of a proposal is prima-facie evidence that the 7 Bidder has made the investigation,examinations and tests herein required. Claims 8 for additional compensation due to variations between conditions actually 9 encountered in construction and as indicated in the Contract Documents will not be 10 allowed. 11 12 4.1.9. Promptly notify City of all conflicts,errors,ambiguities or discrepancies in or 13 between the Contract Documents and such other related documents. The Contractor 14 shall not take advantage of any gross error or omission in the Contract Documents, 15 and the City shall be permitted to make such corrections or interpretations as may 16 be deemed necessary for fulfillment of the intent of the Contract Documents. 17 18 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of: 19 20 4.2.1, those reports of explorations and tests of subsurface conditions at or contiguous to 21 the site which have been utilized by City in preparation of the Contract Documents. 22 The logs of Soil Borings,if any, on the plans are for general information only. 23 Neither the City nor the Engineer guarantee that the data shown is representative of 24 conditions which actually exist. 25 26 4.2.2. those drawings of physical conditions in or relating to existing surface and 27 subsurface structures(except Underground Facilities)which are at or contiguous to 28 the site that have been utilized by City in preparation of the Contract Documents. 29 30 4.2.3. copies of such reports and drawings will be made available by City to any Bidder 31 on request. Those reports and drawings may not be part of the Contract 32 Documents,but the"technical data"contained therein upon which Bidder is entitled 33 to rely as provided in Paragraph 4.02.of the General Conditions has been identified 34 and established in Paragraph SC 4.02 of the Supplementary Conditions. Bidder is 35 responsible for any interpretation or conclusion drawn from any"technical data"or 36 any other data,interpretations,opinions or information, 37 38 4.3.The submission of a Bid will constitute an incontrovertible representation by Bidder(i) 39 that Bidder has complied with every requirement of this Paragraph 4,(ii)that without 40 exception the Bid is premised upon performing and furnishing the Work required by the 41 Contract Documents and applying the specific means,methods,techniques,sequences or 42 procedures of construction(if any)that may be shown or indicated or expressly required 43 by the Contract Documents, (iii)that Bidder has given City written notice of all 44 conflicts, errors,ambiguities and discrepancies in the Contract Documents and the 45 written resolutions thereof by City are acceptable to Bidder,and when said conflicts, 46 etc.,have not been resolved through the interpretations by City as described in 47 Paragraph 6.,and(iv)that the Contract Documents are generally sufficient to indicate 48 and convey understanding of all terms and conditions for performing and furnishing the 49 Work. 50 CITY OF FORT WORTH FYI6 -009 S'PRF;1:.1 REPAIR ANTI R 19CON.I-HOUR AM ANI)NEAR SOU'1'N 511W MMII,WTI'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised August 21,2015 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 10 1 4.4.The provisions of this Paragraph 4,inclusive,do not apply to Asbestos,Polychlorinated 2 biphenyls(PCBs),Petroleum,Hazardous Waste or Radioactive Material covered by 3 Paragraph 4.06, of the General Conditions,unless specifically identified in the Contract 4 Documents. 5 6 5. Availability of Lands for Work,Etc. 7 8 5.1.The lands upon which the Work is to be performed,rights-of-way and easements for 9 access thereto and other lands designated for use by Contractor in performing the Work 10 are identified in the Contract Documents. All additional lands and access thereto 11 required for temporary construction facilities,construction equipment or storage of 12 materials and equipment to be incorporated in the Work are to be obtained and paid for 13 by Contractor. Easements for permanent structures or permanent changes in existing 14 facilities are to be obtained and paid for by City unless otherwise provided in the 15 Contract Documents. 16 17 5.2.Outstanding right-of-way,easements,and/or permits to be acquired by the City are listed 18 in Paragraph SC 4.01 of the Supplementary Conditions. In the event the necessary right- 19 of-way,easements,and/or permits are not obtained,the City reserves the right to cancel 20 the award of contract at any time before the Bidder begins any construction work on the 21 project. 22 23 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 24 way, easements,and/or permits,and shall submit a schedule to the City of how 25 construction will proceed in the other areas of the project that do not require permits 26 and/or easements. 27 28 6. Interpretations and Addenda 29 30 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 31 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 32 received after this day may not be responded to. Interpretations or clarifications 33 considered necessary by City in response to such questions will be issued by Addenda 34 delivered to all parties recorded by City as having received the Bidding Documents. 35 Only questions answered by formal written Addenda will be binding. Oral and other 36 interpretations or clarifications will be without legal effect. 37 38 Address questions to: 39 40 City of Fort Worth 41 200 Texas Street 42 Fort Worth,TX 76102 43 Attn: Mary Hanna,P.E.,City of Fort Worth Transportation Public Works 44 Email:Mary.Hanna@fortworthtexas.gov 45 Phone: 817-392.5565 46 47 48 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 49 City. 50 CITY OF FORT WORTH FY16C[)9$'I'REVIRRI-AIR ANI)RECON.PROGRAM ANI)N AR$011"I'N$I[)h:MY.I).OI$'I'.1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised August 21,2015 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 10 1 6.3.Addenda or clarifications may be posted via Buzzsaw at 2 htt s:// ro'ect oint.buzzsaw.com/client/fGrtworth ov/Infrastructure%20Projects/02387%2 3 0- 4 %20CD9%20Street°/20Re air%20and%20Recon%20FY16/Bid%20Documents%20Pac 5 kape. 6 7 6.4.A prebid conference may be held at the time and place indicated in the Advertisement or 8 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 9 Project. Bidders are encouraged to attend and participate in the conference. City will 10 transmit to all prospective Bidders of record such Addenda as City considers necessary 11 in response to questions arising at the conference. Oral statements may not be relied 12 upon and will not be binding or legally effective. 13 14 7. Bid Security 15 16 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 17 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 18 the requirements of Paragraphs 5.01 of the General Conditions. 19 20 7.2.The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 21 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 22 Agreement within 10 days after the Notice of Award,City may consider Bidder to be in 23 default,rescind the Notice of Award,and the Bid Bond of that Bidder will be forfeited. 24 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 25 other Bidders whom City believes to have a reasonable chance of receiving the award 26 will be retained by City until final contract execution. 27 28 8. Contract Times 29 The number of days within which, or the dates by which, Milestones are to be achieved in 30 accordance with the General Requirements and the Work is to be completed and ready for 31 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 32 attached Bid Form. 33 34 9. Liquidated Damages 35 Provisions for liquidated damages are set forth in the Agreement. 36 37 10. Substitute and "Or-Equal" Items 38 The Contract,if awarded, will be on the basis of materials and equipment described in the 39 Bidding Documents without consideration of possible substitute or"or-equal"items. 40 Whenever it is indicated or specified in the Bidding Documents that a"substitute"or"or- 41 equal"item of material or equipment may be furnished or used by Contractor if acceptable to 42 City,application for such acceptance will not be considered by City until after the Effective 43 Date of the Agreement. The procedure for submission of any such application by Contractor 44 and consideration by City is set forth in Paragraphs 6.05A., 6.05B.and 6.05C,of the General 45 Conditions and is supplemented in Section 01 25 00 of the General Requirements. 46 47 11. Subcontractors,Suppliers and Others 48 CITY OF FORT WORTH rY'6•c1A S'1'RFXrkKI1AIR AND RECON,PROGRAM AN"NeAR SOUTH 3IDF.MF:D,p15'I'.W&S$MAIN IMPRO11. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS D2387&02445 Revised AuguA21,2015 002113-7 INSTRUCTIONS TO BIDDERS Page 7 of]0 1 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 2 12-2011 (as amended),the City has goals for the participation of minority business 3 and/or small business enterprises in City contracts. A copy of the Ordinance can be 4 obtained from the Office of the City Secretary.The Bidder shall submit the MBE and 5 SBE Utilization Form,Subcontractor/Supplier Utilization Form,Prime Contractor 6 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 7 Venture Form as appropriate.The Forms including documentation must be received 8 by the City no later than 2:00 P.M.CST,on the second business days after the bid 9 opening date. The Bidder shall obtain a receipt from the City as evidence the 10 documentation was received.Failure to comply shall render the bid as non- ]1 responsive. 12 13 11.2. No Contractor shall be required to employ any Subcontractor,Supplier, other person 14 or organization against whom Contractor has reasonable objection. 15 16 12. Bid Form 17 18 12.1. The Bid Form is included with the Bidding Documents;additional copies may be 19 obtained from the City. 20 21 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 22 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 23 the Bid Form, A Bid price shall be indicated for each Bid item,alternative,and unit 24 price item listed therein, In the case of optional alternatives,the words "No Bid," 25 "No Change,"or"Not Applicable" may be entered.Bidder shall state the prices, 26 written in ink in both words and numerals,for which the Bidder proposes to do the 27 work contemplated or furnish materials required. All prices shall be written legibly. 28 In case of discrepancy between price in written words and the price in written 29 numerals,the price in written words shall govern. 30 31 12.3. Bids by corporations shall be executed in the corporate name by the president or a 32 vice-president or other corporate officer accompanied by evidence of authority to 33 sign. The corporate seal shall be affixed. The corporate address and state of 34 incorporation shall be shown below the signature. 35 36 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 37 partner,whose title must appear under the signature accompanied by evidence of 38 authority to sign. The official address of the partnership shall be shown below the 39 signature. 40 41 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 42 member and accompanied by evidence of authority to sign. The state of formation of 43 the firm and the official address of the firm shall be shown. 44 45 12.6. Bids by individuals shall show the Bidder's name and official address. 46 47 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 48 indicated on the Bid Form. The official address of the joint venture shall be shown. 49 50 12.8. All names shall be typed or printed in ink below the signature. 51 CITY OF FORT WORTH r Y14.C"9 STREF;r REPAIR AN It RECON.PROGRAM AN"NEAR soU'rU [)IS'02387 AI 02445 MAIN I MPRO V. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 21,2015 0021 13-8 INSTRUCTIONS TO BIDDERS Page 8 or I o 1 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 2 which shall be filled in on the Bid Form. 3 4 12.10. Postal and e-mail addresses and telephone number for communications regarding the 5 Bid shall be shown, 6 7 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 8 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 9 to State Law Non Resident Bidder. 10 11 13. Submission of Bids 12 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 13 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 14 addressed to Purchasing Manager of the City,and shall be enclosed in an opaque sealed 15 envelope, marked with the City Project Number, Project title,the na 16 address of Bidder,and me and accompanied by the Bid security and other required documents. If the Bid is sent 17 through the mail or other delivery system, the sealed envelope shall be enclosed in a separate 18 envelope with the notation"BID ENCLOSED"on the face of it. 19 20 14. Modification and Withdrawal of Bids 21 22 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 23 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 24 must be made in writing by an appropriate document duly executed in the manner 25 that a Bid must be executed and delivered to the place where Bids are to be submitted 26 at any time prior to the opening of Bids, After all Bids not requested for withdrawal 27 28 are opened and publicly read aloud, the Bids for which a withdrawal request has been 29 properly filed may,at the option of the City,be returned unopened. 30 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 31 time set for the closing of Bid receipt. 32 33 15. Opening of Bids 34 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 35 abstract of the amounts of the base Bids and major alternates(if any)will be made available 36 to Bidders after the opening of Bids. 37 38 16. Bids to Remain Subject to Acceptance 39 All Bids will remain subject to acceptance for the time period specified for Notice of Award 40 and execution and delivery of a complete Agreement by Successful Bidder, City 41 City's sole discretion,release any Bid and nullify the Bid security prior to that damay,at te. 42 43 17. Evaluation of Bids and Award of Contract 44 CITY OF FORT WORTH FYI6.Cu9 S'fRFF.PRFPAIR ANI)aF-:CON.PROUy AM AN1)NEAR SOUI'H SIDE:Mtil),D1SI;IY& , STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS SS MAIN IMI'XDY Revised August 21,2015 02387&02445 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 ofl0 1 17.1. City reserves the right to reject any or all Bids,including without limitation the rights 2 to reject any or all nonconforming,nonresponsive,unbalanced or conditional Bids 3 and to reject the Bid of any Bidder if City believes that it would not be in the best 4 interest of the Project to make an award to that Bidder,whether because the Bid is 5 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 6 meet any other pertinent standard or criteria established by City. City also reserves 7 the right to waive informalities not involving price,contract time or changes in the 8 Work with the Successful Bidder. Discrepancies between the multiplication of units 9 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 10 between the indicated sum of any column of figures and the correct sum thereof will 11 be resolved in favor of the correct sum. Discrepancies between words and figures 12 will be resolved in favor of the words. 13 14 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 15 among the Bidders,Bidder is an interested party to any litigation against City, 16 City or Bidder may have a claim against the other or be engaged in litigation, 17 Bidder is in arrears on any existing contract or has defaulted on a previous 18 contract,Bidder has performed a prior contract in an unsatisfactory manner,or 19 Bidder has uncompleted work which in the judgment of the City will prevent or 20 hinder the prompt completion of additional work if awarded. 21 22 17.2. City may consider the qualifications and experience of Subcontractors,Suppliers,and 23 other persons and organizations proposed for those portions of the Work as to which 24 the identity of Subcontractors,Suppliers,and other persons and organizations must 25 be submitted as provided in the Contract Documents or upon the request of the City. 26 City also may consider the operating costs,maintenance requirements,performance 27 data and guarantees of major items of materials and equipment proposed for 28 incorporation in the Work when such data is required to be submitted prior to the 29 Notice of Award. 30 31 17.3. City may conduct such investigations as City deems necessary to assist in the 32 evaluation of any Bid and to establish the responsibility,qualifications,and financial 33 ability of Bidders,proposed Subcontractors,Suppliers and other persons and 34 organizations to perform and furnish the Work in accordance with the Contract 35 Documents to City's satisfaction within the prescribed time. 36 37 17.4. Contractor shall perform with his own organization,work of a value not less than 38 35%of the value embraced on the Contract,unless otherwise approved by the City. 39 40 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 41 responsive Bidder whose evaluation by City indicates that the award will be in the 42 best interests of the City. 43 44 17.6. Pursuant to Texas Government Code Chapter 2252.001,the City will not award 45 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 46 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 47 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 48 comparable contract in the state in which the nonresident's principal place of 49 business is located. 50 CITY OF FORT WORTH rY16..CO9 51'NN.r.I'RY.PAIR AND RECON.PRODX AM AND NP.AR SOUTH SSI)H MY.I).11151'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised August 21,2015 0021 13-10 INSTRUCTIONS TO BIDDERS Page 10 of 10 1 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 2 to be awarded,City will award the Contract within 90 days after the day of the Bid 3 opening unless extended in writing. No other act of City or others will constitute 4 acceptance of a Bid.Upon the contractor award a Notice of Award will be issued by 5 the City, 6 7 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 8 9 18. Signing of Agreement 16 When City issues a Notice of Award to the Successful Bidder,it will be accompanied by the 11 required number of unsigned counterparts of the Agreement, Within 14 days thereafter 12 Contractor shall sign and deliver the required number of counterparts of the Agreement to 13 City with the required Bonds,Certificates of Insurance, and all other required documentation. 14 City shall thereafter deliver one fully signed counterpart to Contractor. 15 16 17 18 END OF SECTION CITY OF FORT WORTH EY1L-CI9%I'RENPRVXAIR AND RECON.I-KOO RAM AND NEAR SOUIH SH)E MY.1).DISI'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised August 21,2015 003215-0 CONSTRUCTION PROGRESS SCHEDULE page 1 of 10 1 SECTION 00 32 15 2 CONSTRUCTION PROJECT 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 Project Schedule 8 B, Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 D. Purpose 14 The City of Fort Worth(City)is committed to delivering quality,cost-effective 15 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 16 properly structured schedule with accurate updates. This supports effective monitoring 17 of progress and is input to critical decision making by the project manager throughout 18 the life of the project. Data from the updated project schedule is utilized in status 19 reporting to various levels of the City organization and the citizenry. 20 21 This Document complements the City's Standard Agreement to guide the construction 22 contractor(Contractor)in preparing and submitting acceptable schedules for use by the 23 City in project delivery. The expectation is the performance of the work follows the 24 accepted schedule and adhere to the contractual timeline. 25 26 The Contractor will designate a qualified representative(Project Scheduler)responsible 27 for developing and updating the schedule and preparing status reporting as required by 28 the City, 29 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Work associated with this Item is considered subsidiary to the various items bid. 33 No separate payment will be allowed for this Item. 34 2. Non-compliance with this specification is grounds for City to withhold payment of 35 the Contractor's invoices until Contractor achieves said compliance. 36 1.3 REFERENCES 37 A. Project Schedules 38 Each project is represented by City's master project schedule that encompasses the 39 entire scope of activities envisioned by the City to properly deliver the work. When the 40 City contracts with a Contractor to perform construction of the Work,the Contractor CITY OF FORT WORTH rYI6-CIN S'rRE r REI•AIR AND RF)CON.PROOR AM AND NEAR SOUTH SIDEMED.DIST.W&SS MAIN IMPROV, STANDARD SPECIFICATION 02387&02445 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 2 Gr I 0 1 will develop and maintain a schedule for their scope of work in alignment with the 2 City's standard schedule requirements as defined herein. The data and information of 3 each such schedule will be leveraged and become integral in the master project 4 schedule as deemed appropriate by the City's Project Control Specialist and approved 5 by the City's Project Manager. 6 7 1. Master Project Schedule 8 The master project schedule is a holistic representation of the scheduled activities 9 and milestones for the total project and be Critical Path Method(CPM)based. The 10 City's Project Manager is accountable for oversight of the development and 11 maintaining a master project schedule for each project. When the City contracts for 12 the design and/or construction of the project,the master project schedule will 13 incorporate elements of the Design and Construction schedules as deemed 14 appropriate by the City's Project Control Specialist. The assigned City Project 15 Control Specialist creates and maintains the master project schedule in P6(City's 16 scheduling software), 17 18 2. Construction Schedule 19 The Contractor is responsible for developing and maintaining a schedule for the 20 scope of the Contractor's contractual requirements. The Contractor will issue an 21 initial schedule for review and acceptance by the City's Project Control Specialist 22 and the City's Project Manager as a baseline schedule for Contractor's scope of 23 work. Contractor will issue current,accurate updates of their schedule(Progress 24 Schedule)to the City at the end of each month throughout the life of their work. 25 26 B. Schedule Tiers 27 The City has a portfolio of projects that vary widely in size,complexity and content 28 requiring different scheduling to effectively deliver each project. The City uses a 29 "tiered"approach to align the proper schedule with the criteria for each project. The 30 City's Project Manager determines the appropriate schedule tier for each project,and 31 includes that designation and the associated requirements in the Contractor's scope of 32 work. The following is a summary of the"tiers". 33 34 1. Tier 1: Small Size and Short Duration Project(design not required) 35 The City develops and maintains a Master Project Schedule for the project. No 36 schedule submittal is required from Contractor. City's Project Control Specialist 37 acquires any necessary schedule status data or information through discussions with 38 the respective party on an as-needed basis. 39 40 2. Tier 2: Small Size and Short to Medium Duration Project 41 The City develops and maintains a Master Project Schedule for the project. The 42 Contractor identifies"start"and"finish"milestone dates on key elements of their 43 work as agreed with the City's Project Manager at the kickoff of their work effort. 44 The Contractor issues to the City,updates to the"start"and"finish"dates for such 45 milestones at the end of each month throughout the life of their work on the project. 46 47 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration 48 The City develops and maintains a Master Project Schedule for the project. The 49 Contractor develops a Baseline Schedule and maintains the schedule of their 50 respective scope of work on the project at a level of detail(generally Level 3)and in CITY OF FORT WORTH MG-C119S'PRFFA TAIRANI)RECON,PROGRAM ANI)NEAR SOU-IH SIDrVIED.D1$I',W&SS MAIN IMPROV. STANDARD SPECIFICATION 0387&Q2g45 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 alignment with the WBS structure in Section 1.4,11 as agreed by the Project Manager. 2 The Contractor issues to the City,updates of their respective schedule(Progress 3 Schedule) at the end of each month throughout the life of their work on the project. 4 C. Schedule Types 5 Project delivery for the City utilizes two types of schedules as noted below. The City 6 develops and maintains a Master Project Schedule as a"baseline"schedule and issue 7 monthly updates to the City Project Manager(end of each month)as a"progress" 8 schedule. The Contractor prepares and submits each schedule type to fulfill their 9 contractual requirements. 10 11 1. Baseline Schedule 12 The Contractor develops and submits to the City,an initial schedule for their scope 13 of work in alignment with this specification. Once reviewed and accepted by the 14 City, it becomes the`Baseline"schedule and is the basis against which all progress 15 is measured. The baseline schedule will be updated when there is a change or 16 addition to the scope of work impacting the duration of the work,and only after 17 receipt of a duly authorized change order issued by the City. In the event progress is 18 significantly behind schedule,the City's Project Manager may authorize an update 19 to the baseline schedule to facilitate a more practical evaluation of progress. An 20 example of a Baseline Schedule is provided in Specification 00 32 15.1 21 Construction Project Schedule Baseline Example. 22 23 2. Progress Schedule 24 The Contractor updates their schedule at the end of each month to represent the 25 progress achieved in the work which includes any impact from authorized changes 26 in the work. The updated schedule must accurately reflect the current status of the 27 work at that point in time and is referred to as the"Progress Schedule". The City's 28 Project Manager and Project Control Specialist reviews and accepts each progress 29 schedule. In the event a progress schedule is deemed not acceptable,the 30 unacceptable issues are identified by the City within 5 working days and the 31 Contractor must provide an acceptable progress schedule within 5 working days 32 after receipt of non-acceptance notification. An example of a Progress Schedule is 33 provided in Specification 00 32 15.2 Construction Project Schedule Progress 34 Example. 35 36 1.4 CITY STANDARD SCHEDULE REQUIREMENTS 37 The following is an overview of the methodology for developing and maintaining a 38 schedule for delivery of a project. 39 40 A. Schedule Framework 41 The schedule will be based on the defined scope of work and follow the(Critical Path 42 Methodology)CPM method.The Contractor's schedule will align with the requirements 43 of this specification and will be cost loaded to reflect their plan for execution, Overall 44 schedule duration will align with the contractual requirements for the respective scope of 45 work and be reflected in City's Master Project Schedule, The Project Number and Name 46 of the Project is required on each schedule and must match the City's project data. 47 48 B, Schedule File Name CITY OF FORT WORTH FY I6-CD9 SI'RHN.T RFTAIR AND RHC'ON.IWORAM AND N}AR SOUTH SIDE:MND,DIST,W&SS MAIN IMITOY. STANDARD SPECIFICATION 02387&02445 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 1 All schedules submitted to the City for a project will have a file name that begins with the 2 City's project number followed by the name of the project followed by baseline(if a 3 baseline schedule)or the year and month(if a progress schedule),as shown below. 4 5 • Baseline Schedule File Name 6 Format: City Project Number_Project Name Baseline 7 Example: 101376_North Montgomery Street HMAC Baseline 8 9 • Progress Schedule File Name 10 Format: City Project Number_Project Name_YYYY-MM 11 Example: 101376 North Montgomery Street HMAC 2018 01 12 13 • Project Schedule Progress Narrative File Name 14 Format: City Project Number—Project Name PNYYYY-MM_ 16 15 Example: 101376 North Montgomery Street-MAC—PN-2018-01 — 17 C. Schedule Templates 18 The Contractor will utilize the relevant sections from the City's templates provided in the 19 City's document management system as the basis for creating their respective project 20 schedule. Specifically, the Contractor's schedule will align with the layout of the 21 Construction section, The templates are identified by type of project as noted below. 22 O Arterials 23 0 Aviation 24 0 Neighborhood Streets 25 a Sidewalks(later) 26 • Quiet Zones(later) 27 . Street Lights(later) 28 . Intersection Improvements(later) 29 • Parks 30 • Storm water 31 • Street Maintenance 32 • Traffic 33 0 Water 34 35 D. Schedule Calendar 36 The City's standard calendar for schedule development purposes is based on a 5-day 37 workweek and accounts for the City's eight,standard holidays(New Years,Martin Luther 38 King,Memorial, Independence,Labor,Thanksgiving,day after Thanksgiving, 39 Christmas). The Contractor will establish a schedule calendar as part of the schedule 40 development process and provide to the Project Control Specialist as part of the basis for 41 their schedule. Variations between the City's calendar and the Contractor's calendar 42 must be resolved prior to the City's acceptance of their Baseline project schedule. 43 44 E. WBS&Milestone Standards for Schedule Development 45 The scope of work to be accomplished by the Contractor is represented in the schedule in 46 the form of a Work Breakdown Structure(WBS). The WBS is the basis for the 47 development of the schedule activities and shall be imbedded and depicted in the 48 schedule. 49 CITY OF FORT WORTH FY16-CIM STRPKTRP.PAIR ANO RECON.PROOR AM ANON KAR SOU TA SIOF,MF O.DIST.IV&SS MAIN IMPROV STANDARD SPECIFICATION 02387&02445 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 5 of 10 1 The following is a summary of the standards to be followed in preparing and maintaining 2 a schedule for project delivery. 3 4 1, Contractor is required to utilize the City's WBS structure and respective project type 5 template for"Construction"as shown in Section 1.4,14 below. Additional activities 6 may be added to Levels 1 -4 to accommodate the needs of the organization executing 7 the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 8 "Construction Execution"that delineates the activities associated with the various 9 components of the work. 10 11 2, Contractor is required to adhere to the City's Standard Milestones as shown in 12 Section I AJ below. Contractor will include additional milestones representing 13 intermediate deliverables as required to accurately reflect their scope of work. 14 15 F. Schedule Activities 16 Activities are the discrete elements of work that make up the schedule.They will be 17 organized under the umbrella of the WBS. Activity descriptions should adequately 18 describe the activity,and in some cases the extent of the activity. All activities are 19 logically tied with a predecessor and a successor.The only exception to this rule is for 20 "project start"and"project finish"milestones. 21 22 The activity duration is based on the physical amount of work to be performed for the 23 stated activity,with a maximum duration of 20 working days. ff the work for any one 24 activity exceeds 20 days,break that activity down incrementally to achieve this duration 25 constraint. Any exception to this requires review and acceptance by the City's Project 26 Control Specialist. 27 28 G. Change Orders 29 When a Change Order is issued by the City, the impact is incorporated into the previously 30 accepted baseline schedule as an update,to clearly show impact to the project timeline. 31 The Contractor submits this updated baseline schedule to the City for review and 32 acceptance as described in Section 1.5 below, Updated baseline schedules adhere to the 33 following; 34 35 1. Time extensions associated with approved contract modifications are limited to the 36 actual amount of time the project activities are anticipated to be delayed,unless 37 otherwise approved by the Program Manager. 38 39 2. The re-baselined schedule is submitted by the Contractor within ten workdays after 40 the date of receipt of the approved Change Order. 41 42 3. The changes in logic or durations approved by the City are used to analyze the impact 43 of the change and is included in the Change Order. The coding for a new activity(s) 44 added to the schedule for the Change Order includes the Change Order number in the 45 Activity fD. Use as many activities as needed to accurately show the work of the 46 Change Order. Revisions to the baseline schedule are not effective until accepted by 47 the City. 48 49 50 H. City's Work Breakdown Structure CITY OF FORT WORTH rY IG•CIY9$a?EEr REPAIR ANI)RECON,1'900XAM AND NEAR SOUTH SIDE MET).DIST,IMSS MAIN IMPROV. STANDARD SPECIFICATION 02387&02445 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 1 o 1 2 WBS Code WBS Name 3 XXXXXX Project Name 4 XXXXXX.30 Design 5 XXXXXX.30.10 Design Contractor Agreement 6 XXXXXX.30.20 Conceptual Design(30%) 7 XXXXXX.30.30 Preliminary Design(60%) 8 XXXXXX.30.40 Final Design 9 XXXXXX.30.50 Environmental 10 XXXXXX.30.60 Permits I 1 XXXXXX.30.60.10 Permits-Identification 12 XXXXXX.30.60.20 Permits-Review/Approve 13 XXXXXX.40 ROW&Easements 14 XXXXXX.40.10 ROW Negotiations 15 XXXXXX.40.20 Condemnation 16 XXXXXX.70 Utility Relocation 17 XXXXXX.70.10 Utility Relocation Co-ordination 18 XXXXXX.80 Construction 19 XXXXXX.80.81 Bid and Award 20 XXXXXX.80.83 Construction Execution 21 XXXXXX.80.85 Inspection 22 XXXXXX.80.86 Landscaping 23 XXXXXX.90 Closeout 24 XXXXXX.90.10 Construction Contract Close-out 25 XXXXXX.90.40 Design Contract Closure 26 27 28 I. City's Standard Milestones 29 The following milestone activities (i.e,,important events on a project that mark critical 30 points in time)are of particular interest to the City and must be reflected in the project 31 schedule for all phases of work. 32 33 Activity ID Activity Name 34 Design 35 3020 Award Design Agreement 36 3040 Issue Notice To Proceed-Design Engineer 37 3100 Design Kick-off Meeting 38 3120 Submit Conceptual Plans to Utilities,ROW,Traffic, Parks,Storm Water, 39 Water&Sewer 40 3150 Peer Review Meeting/Design Review meeting(technical) 41 3160 Conduct Design Public Meeting#1 (required) 42 3170 Conceptual Design Complete 43 3220 Submit Preliminary Plans and Specifications to Utilities,ROW,Traffic, 44 Parks,Storm Water, Water&Sewer 45 3250 Conduct Design Public Meeting#2 (required) 46 3260 Preliminary Design Complete CITY OF FORT WORTH VY16-CIO SI'RE:F'I'REI`AIR AND RECON,PROOR AM AND NEAR SOU 1'1[SIDE.MF:I).DIST,W@SS MAIN IMPROV STANDARD SPECIFICATION 02387&42415 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 1 3310 Submit Final Design to Utilities,ROW,Traffic,Parks,Storm Water, 2 Water&Sewer 3 3330 Conduct Design Public Meeting 43 (if required) 4 3360 Final Design Complete 5 ROW&Easements 6 4000 Right of Way Start 7 4230 Right of Way Complete 8 Utility Relocation 9 7000 Utilities Start 10 7120 Utilities Cleared/Compfete 11 Construction 12 Sid and Award 13 8110 Start Advertisement 14 8150 Conduct Bid Opening 15 8240 Award Construction Contract 16 Construction Execution 17 8330 Conduct Construction Public Meeting 94 Pre-Construction 18 8350 Construction Start 19 8370 Substantial Completion 20 8540 Construction Completion 21 9130 Notice of Completion/Green Sheet 22 9150 Construction Contract Closed 23 9420 Design Contract Closed 24 1.5 SUBMITTALS 25 A. Schedule Submittal &Review 26 The City's Project Manager is responsible for reviews and acceptance of the Contractor's 27 schedule. The City's Project Control Specialist is responsible for ensuring alignment of 28 the Contractor's baseline and progress schedules with the Master Project Schedule as 29 support to the City's Project Manager. The City reviews and accepts or rejects the 30 schedule wit/ran ten>'vorkdays of Contractor's submittal. 31 32 1. Schedule Format 33 The Contractor will submit each schedule in two electronic forms,one in native file 34 format(.xer,.xml,.mpx)and the second in a pdf format,in the City's document 35 management system in the location dedicated for this purpose and identified by the 36 Project Manager. In the event the Contractor does not use Primavera P6 or MS 37 Project for scheduling purposes,the schedule information must be submitted in.xls or 38 xlsx format in compliance with the sample layout(See Specification 00 32 115.1 39 Construction Project Schedule Baseline Example),including activity predecessors, 40 successors and total float. 41 42 2. Initial&Baseline Schedule 43 The Contractor will develop their schedule for their scope of work and submit their 44 initial schedule in electronic form(in the file formats noted above),in the City's 45 document management system in the location dedicated for this purpose within ten 46 workdays of the Notice of Award. 47 CITY OF FORT WORTH rYI&CD9 silt er:r KrTAIK AND RECON.PROOKAM AND WAR SOU rH SIDY.Mr:D.1157,IV&ss MAIN IMPROV. STANDARD S PEC I F ICATI ON 02387&02445 Revised J U LY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE rage 8 of 10 1 The City's Project Manager and Project Control Specialist review this initial schedule 2 to determine alignment with the City's Master Project Schedule, including format& 3 WBS structure. Following the City's review,feedback is provided to the Contractor 4 for their use in finalizing their initial schedule and issuing(within five►vorkdays)their 5 Baseline Schedule for final review and acceptance by the City. 6 7 3. Progress Schedule 8 The Contractor will update and issue their project schedule(Progress Schedule)by the 9 last day of eacls month throughout the life of their work on the project, The Progress 10 Schedule is submitted in electronic form as noted above,in the City's document 11 management system in the location dedicated for this purpose. 12 13 The City's Project Control team reviews each Progress Schedule for data and 14 information that support the assessment of the update to the schedule. In the event 15 data or information is missing or incomplete,the Project Controls Specialist 16 communicates directly with the Contractor's scheduler for providing same. The 17 Contractor re-submits the corrected Progress Schedule within 5 workdays,following is the submittal process noted above, The City's Project Manager and Project Control 19 Specialist review the Contractor's progress schedule for acceptance and to monitor 20 performance and progress. 21 22 The following list of items are required to ensure proper status information is 23 contained in the Progress Schedule. 24 • Baseline Start date 25 • Baseline Finish Date 26 ® %Complete 27 • Float 28 • Activity Logic(dependencies) 29 + Critical Path 30 • Activities added or deleted 31 . Expected Baseline Finish date 32 • Variance to the Baseline Finish Date 33 34 B. Monthly Construction Status Report 35 The Contractor submits a written status report(referred to as a progress narrative)at the 36 end of each month to accompany the Progress Schedule submittal,using the standard 37 format provided in Specification 00 32 15.3 Construction Project Schedule Progress 38 Narrative. The content of the Construction Project Schedule Progress Narrative should 39 be concise and complete to: 40 • Reflect the current status of the work for the reporting period(including actual 41 activities started and/or completed during the reporting period) 42 • Explain variances from the baseline on critical path activities 43 • Explain any potential schedule conflicts or delays 44 • Describe recovery plans where appropriate 45 • Provide a summary forecast of the work to be achieved in the next reporting period. 46 47 C. Submittal Process CITY OF FORT WORTH FYI6.(D9 SI'HNE'I'RFPAIR AND RECON,PROGRAM AND NI,AR SOUTH SWE MFA).DIST'1V&$5 MAIN IMPROV STANDARD SPECIFICATION Revised JULY 20,2018 02387&02445 003215-0 CONSTRUCrION PROGRESS SCHEDULE Page 9 of 10 1 o Schedules and Monthly Construction Status Reports are submitted in Buzzsaw 2 following the steps outlined in Specification 00 32 15.4 Construction Project 3 Schedule Submittal Process. 4 . Once the project has been completed and Final Acceptance has been issued by the 5 City,no further progress schedules or construction status reports are required from 6 the Contractor. 7 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 8 1.7 CLOSEOUT SUBMITTALS [NOT USED] 9 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 10 1.9 QUALITY ASSURANCE 11 A. The person preparing and revising the Contractor's Project Schedule shall be 12 experienced in the preparation of schedules of similar complexity. 13 B. Schedule and supporting documents addressed in this Specification shall be prepared, 14 updated and revised to accurately reflect the performance of the Contractor's scope of 15 work. 16 C. The Contractor is responsible for the quality of all submittals in this section meeting the 17 standard of care for the construction industry for similar projects. 18 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY[NOT USED] 21 1.13 ATTACHMENTS 22 Spec 00 32 15.1 Construction Project Schedule Baseline Example 23 Spec 00 32 15.2 Construction Project Schedule Progress Example 24 Spec 00 32 15.3 Construction Project Schedule Progress Narrative 25 Spec 00 32 15.4 Construction Project Schedule Submittal Process 26 27 28 PART 2- PRODUCTS [NOT USED] 29 PART 3- EXECUTION [NOT USED] 30 END OF SECTION 31 32 33 34 CITY OF FORT WORTH rYIG-CI)957RF;kl'RP.PAIR ANORF.CON.PROGRAM ANaNF.AR SOUTH SI€)F:MY.I).I)IS'1:W&SS MAIN IMPROV. 02387&02445 STANDARD SPECIFICATION Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 Revision Log BATE NAME SUMMARY OF CHANGE July 20,2018 M.Jarrell Initial Issue 2 CITY OF FORT WORTH STANDARD SPECIFICATION PY16.CI)9 SOIa.-i-RHPAIR AND RECON.PROGRAM AND NEAR SOUi'11 3111E MEU.OKI'W&SS MAIN IMPRO\'. Revised JULY 20,2018 02387&02445 00 32 15.1-0 CONSTRUCTION PROGRESS SCHEDULE—BASELINE EXAMPLE Page I of 5 1 SECTION 00 32 15.1 2 CONSTRUCTION PROJECT SCHEDULE—BASELINE EXAMPLE 3 PART1 - GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the baseline for the project. This version of the 6 schedule is referred to as a"baseline"schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a baseline schedule. See CFW 8 Specification 00 32 15 Construction Project Schedule for details and requirements regarding 9 the Contractor's project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 CITY OF FORT WORTH rY IG-CIn SPR P.r.r REPAIR AND RECON.PROGRAM ANI)NEAR SOU IN SIDK MNP.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised JULY 20,2018 003215.1-0 CONSTRUCTION PROGRESS SCHEDULE-BASELINE EXAMPLE Page 2 of5 CD dl I I F� - •3 "!! �' ,:� 3 •l :'a aim + 15- 1� 1 #+ d J �)."� o wo:I le :'n"r's.ki17� •.9n m`r`n m.^. ;n'.}". o ' V Li ry 5P v TM '' l.{8'V �^•i'r m�,i 7u� 'V �i Illr n Y!'r 'r S{ �IhSn li `7 S 7. LL 4 L dr 4 '¢rF.� �- o a .�. �• f us II hl ri ! - .Id h! - 10 k l�� ,- i I tt •, k .1 I J U � LI W Y v ,}I 3 Li rr 4 f +' r' pl3R.a Eat o a p' e '1ra app kl �I.�e aD� yn�1 371a.Yr rU, — 1 Y n :r c�S IY �Y�'!I i 61 'I ' ✓sF Iii i,�P 'CC O[ J 3'��i- �� .l ��n M _' I �,rl ' w5 trl � +r ry •a��, 5{ r , d �. � T • rl f! h5 H I CITY OF FORT WORTH rY16-Ci»$uRvrr Rr..I'AI11 AND RHCON.PROONAM ANN NPAR SOU'T'H S10--MU).DISi'.W&SS MAIN IMPRov. S'T'ANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised JULY 20,2018 0032 15.1-0 CONSTRUCTION PROGRESS SCHEDULE—BASELINE EXAMPLE Page 3 of 5 ri ---�- ti-•C'1'•C•*r•laI.N 1..... rA'Fr Lo .I - -1 0P r.1.'L+T•'4#44.111', ,r!S+. {• lA I , � d w, df i, r 4 4 r ki W ro 9 •y'J�M4JI L�r 4 '.J� 4L' ur Vi N i c I I!o a I`i • � yyJ�4}':1 i.n :II i lir iia .i G del 14+� t?i 41 }y :i,i�+ iu a]] u° 4++ 4 ` 5 8 {#ti /y �. '.� r7 ± :' !M•F f,7 51'I i If1 ' a] FS u . ttgq �.I .� �d{l �` �5 I A ,�'4'W �� ,�� i.'d .� rl {� w� d'..ea DS= III .I, ,1. .., LA Ir Ill ha iY 11 SII X11 a+a i• Y...I 1'}L�rjs��} rl nal y u r� .k Ifkl �,y �8 fi ,i5 /f F '� r CJ L'],J L7,G 4 4, � .W V m 4 %1 a4 Iw •r 1R m IaI 11 N � •/1��4 ��eeJJ y II J VI �ryryN I•V v i I :N W Irl y rl . sl Mf�,�All,. I,� vii F� ;,I 'I,I���� ' 4'r [yl � L.•1 4 •I I 1jj C I z' I � chi g � � 4 Je I+ F 7Iw� IP1s'r fps r Ii LL I I!4 � S7 a\ 111 Lj �$y 1f 9 it ,11..a., F 11�: h, ., P7 II r a rA rs +S a il1l� 7.I A .ay SIA Y'.r1Ii .II _ n� 1 I I 1 r 2 CITY OF FORT WORTH FV16-CI)9SI'RRP."I'RF;PAIR ANI)RECON.PROOK AM AND NEAR SOUTH SIDE.MY.O.DIST.\v&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 03387&02445 Revised JULY 20,2018 0032&,@ CONSTRUCTION PROGRESS SC14SDULE—BASELINE EXAMPLE Page 4 e! § / , .�2�/� � 31 Cie / . �.\. � - .�� � � »\' , ƒ � . c (n ka $ ] ;�' q � �/� � � . . w � � � - N ) � � _ � § 7 � y j 5 k . , , _ �{} � e e a � k � ) } 2 � � � § . 2 2 � §���;. , / 61 3 � 2 OO 'E� � / � k � / CITY OF FORT WORTHI-Y161C09 SPREF."I"REVAIR AND Ki-)CON.PROORAM ANDNEAR$*LlIW SIC)FMrl).DIST W&$$MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02 £&024 t Revised JULY 20,2018 003215.1-0 CONSTRUCTION PROGRESS SCHEDULE—BASELINE EXAMPLE Page 5 of 5 I END OF SECTION 2 3 4 5 Revision Log DATE NAME SUMMARY OF CHANGE July 20,2018 M.Jarrell Initial Issue 6 CITY OF FORT WORTH rV I6-CD9 SNRRF.I'RV IVAIK AND RNOON.PROGRAM AND NEAR SOUIN SII)H MFI).DIST'.%V&SS MAIN I MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised JULY 20,2018 CITY OF FORT WORTH FYI6-CD99I'k F;p;rRFI'A1R AND RVCON.PkppkaM AND NFAN SOU I'H 511)6 MY.D.I)!5'I'.1V&55 MAIN IMPROV. 02387&02445 003715,2-0 CONSTRUCTION PROGRESS SCHEDULE—PROGRESS EXAMPLE Page I of4 I SECTION 00 32 15.2 2 CONSTRUCTION PROJECT SCHEDULE—PROGRESS EXAMPLE 3 PART 1 - GENERAL 4 The following is an example of a Contractor's project schedule that illustrates the data and 5 expectation for schedule content depicting the progress for the project. This version of the 6 schedule is referred to as a"progress"schedule. This example is intended to provide 7 guidance for the Contractor when developing and submitting a progress schedule. See 8 CFW Specification 00 32 15 Construction Project Schedule for details and requirements 9 regarding the Contractor's project schedule. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 CITY OF FORT WORTH 4Y16-CIY9$TREET8 HI-AIR AND R}:CDN.PROOKAM AND NEAR SOUTH SIDE.MED.171ST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS 02387&02445 Revised JULY 20,2018 003215.2-0 CONSTRUCTION PROGRESS SCHEDULE-PROGRESS EXAMPLE Page 2 of4 m ' Ir 9T nL r3 ....._ 1 i r .a ". r"I.,M• ,. ..�� I .!sr .+.1 ,rl i." !�"1 rlrr "i 1117 I` To r "I"n rlId 1- ! 22 RI.W n 0 -V Kl:n]mf owr. �i Mao i .n'I; C� 7k, ., :L �I'i7 t t a? t L4 tic . 0 10 R m M ", W�u �III .fi+� h) � w i • . ►1 +I w W � M V• 14� V' ;yrs 4 Iia I 111 K W a1 41 1v n# rt. 41� 43 L. p q rtl f+1'-r - u rl# aR s Jill I I �� ? � - - -.I'1 1� }S 7l "' :l w;'j .1 11.r; •� ', CI� P ..IY'.vrll.4r�11'�"�'M,I'I 1� , `-' � � 1t 1„ i ' S is E e 211 10 �? II a � 4 I ' Y. ' � Q � iJ �P' •� � f 4 l4� A CITY OF FORT WORTH ry16-CIN9I'RF:rr RFPAIK ANE)RHCON.I'HOORAM ANH NF:AH SOL'!'H SII)F.MY.D,01ST.1Y&SS MAlN IMI'HOl'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387 ecc 02445 Revised JULY 20,2018 00 32 15.2-0 CONSTRUCTION PROGRESS SCHEDULE—PROGRESS EXAMPLE Page of4 I i TEEi r 444%N if M+ Iry rl rl Ad 41 le n ri N Y{I e{. rl rl eL i•ii r.e�Ili;[ r.rl nl r�H #I i•rl{1 IY iil L.L [{� rim' tab1:44'! onnf I�n., .I IJt:o-.l. Ix.P .+ I,.a m.•l� .+.e.a II,K r,a ,n xlx�J:eJ �,I II i5 a l0'F A n' .II F{ x•L'I IL ^^j_ , l •F' 'I �I { xS4; I '•13 fk t 'S �Sr .�i9 �T' `-•d;{ i� F' w.r'al� c.`'1 e xl p •' •[ U �, In al v:n 11,n w pl.p I, ,� F' d I� �I q{r iy'� r ;'i r 7{,r���I [I 1 {11 1 i'1 M}�}��I •� .} y R �,j f4•�•�� L4_ T. I 4 + r •�T _ 7 Ji. i 7 I.� g " Rr M xa r x x�.. .�u ,N�ii'•.y 10.1 ��i.1♦ a m III r. iI ,n.n nr n U v�^�{` n� u, �' � •�� � �{; � ��{l� � -� ��i .�i� + •.F Ire�J � �� ���i=Y�' ,,��h�� � JY�� �� �I � "I �^.l:4'3 1•�, wS Ii,yyF,� ,�I..'� n ..,x.!n� rll - .n I„) m�,crny u {i '�` v. ♦ id � 4q +� {.iV 'yl rI ii }1' d'.• J i a ';e' GY u r { ,�I� f d ., 4:1 ~ i} i O J r. Id=”n!� r V.`.I rr:, ' it tl' �: In rl i�i�•'" h II �+{ 1 : 43L - :II,n 9 H ,A �W l�x PT 7."..U i o- s q I i., r. i' z i fi fi Yn:� 1• x.$ j 1}-co .I L i LA 4 S6 v r i,'- Lg a� :i ]� I �'R��v�! � rz. IR'4 �7E67 p'•Q ifs`:r � •Z L 1 2 CITY OF FORT WORTH xr la-Cl v S:rR uA'REPAIR AND RECON.I'ROORAM AND NEAR SOUIII SIDx'Mxl).DIST.IV&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised 3 ULY 20,2018 00 32 15.2-a CONSTRUCTION PROGRESS SCHEDULE—PROGRESS EXAMPLE Page 4 of4 i END OF SECTION 2 3 4 5 Revision Log DATE NAME SUMMARY OF CHANGE July 20,2018 M.Jarrell Initial Issue 6 CITY OF FORT WORTH FY16-CI)9 STM I I-REPAIR AND RRCGN.I•KOGR AM AND NEAR SOVIN SIRE:MF;I1.DIST.IV&SS MAIN!MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387 cg 02445 Revised JULY 20,2018 003215.3-0 —PROGRESS NARRATIVE Page 1 of 1 SECTION 00 32 15.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project(dame: Company Name: City Project No: Engineer's Project No: City Project Manager: Engineer's Project Manager: A. List of activities accomplished in the reporting period. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) B. List of activities to be accomplished in the next reporting period 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) C. List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) D. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth,Texas Construction Project Schedule Narrative Report for CFW Projects FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W SS&�&02445 TPW Official Release Date:7.20.2018 Page 1 of 1 CITY OF FOR'1'WORTH Fv J6-CINJ51'RF;rr REPAIR AND RWON.PRMR AM AND Nh;gp Sol]'"SIU>.Mrl),01S"1:1y&SS MAIN IMPROI'. 02387&02445 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL PROCESS Page 1 of6 1 SECTION 00 32 15.4 2 CONSTRUCTION PROJECT SCHEDULE SUBMITTAL PROCESS 3 PART1 - GENERAL 4 The following information provides the process steps for the Contractor to follow for 5 submitting a project baseline or progress schedule for a capital project to the City of Fort 6 Worth. See CFW Specification 00 32 15 Construction Project Schedule for details and 7 requirements regarding the Contractor's project schedule. 8 9 If you are not a registered CFW Buzzsaw user,please email or contact: 10 I 1 Fred Griffin,Buzzsaw Administrator 12 City of Fort Worth 13 Fred.Griffin@fortworthgov.org 14 817-392-8868 15 16 Using your registered username and password log into the City's Buzzsaw Site 17 htths://project oint.buzzsaw.com/client/fortworthgov s-� a 18 19 20 Navigate to your Project Folder.Verify that your Project ID and Project Name are 21 consistent with Project Folder Name. 22 23 Navigate to the Schedule Directory under your Project Folder.The 00701-Flaxseed 24 Drainage Improvements project is used for illustration. 25 CITY OF FORT WORTH FY16-C N9 SfRF.F.I'REPAIR ANI)RECON.PROORAM ANI)NEAR SOU I'H SIDE MEI).DISI'.1V&ss MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02495 Revised J ULY 20,20 1 S 003215.4-0 CONSTRUCTION PROGRESS SCIIEDULE-SUBMITTAL PROCESS Page 2 of6 � � i1r-+ Tjil+i hell a 's1 rda, -3 .t' �i X 4q it -aria Im • JFv,u CU Jsfiedf�smdex..y Pled GIIIM1S VLMA • Jeaxwwe+'a +I6.�amk E.g14V. '+ �f�LLYiL11Fl •U CoddAl—t" _ 4;}[onxarr �I{rte +'J�IrM{.mYart�9[Wlra[sa>•I it .:�artbectu r.Irr� .4J R--t, +.:am= .J lnehm "- - rW701-IAEwm vb,i FJrltrtl�M *t W*3•,26h Kw. [ulxsl tQ! m*0OX6-U lb-NIS!FCk—Hw, •: WM&-lldu TbhW SE Ch.le trex • MTlS r..yly 0 ier AMSd Qrtb-K MAIL-N-Ej"figOVKrwrirt I aaii5a.O.S.N.M.IN-a Lvw tR aro- arm terra-..od 1 oaoax-Q.A.r w,r.pl.,;n,.7uf I wlr kqm elle 4.earrd.!Ntrm.L t.emrld.>w�i l hMT*d*963r wki 2 klrrinn�..:tl;I�,FT _ IRHI 3 Two files will be uploaded for each submittal.A native schedule file format either 4 Primavera.xer or MS Project.mpp and a PDF version of the schedule will be uploaded 5 6 Verify that the file name contains the 5-digit Project ID,Project Name, and Submittal Date 7 and follows the standard naming convention. Initial schedule submittal will be labeled as 8 `Baseline'for example: 9 00701-FiaxseedDrainageImprovements-Baseline 10 11 Schedule submittal updates will be labeled with Schedule Submittal Date`WW MM'for 12 example: — 13 00701-FlaxseedDrainageImprovements-2009 01 14 — 15 Expand or select the Schedules folder and add both the native file and PDF file to the 16 directory. 17 From the Toolbar Select I 'Add Document CITY OF FORT WORTH rYI.cnq SIRN.F.'1'REPAIN AND RP.MN.PROOKAM AND NP.AR SOUM SIDE MED,DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised JULY 20,2018 02387&02445 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE-SUBMITTAL PROCESS Page of6 MOM atit E64 via, mds 4*0 [� Exrul'o — ' PmMn�i� - oulssx• lune ....,�• — — .-F-- ��, ..I. 8 1k+. _ uo�t-rl5F551dartrW1MPMV&WsI6IdW �� �gp Fano ,fJled�ah�r.d .frRyl Clll7}�f: iei.]II+F MI�Tt •;oda 1 e�ruxJhV#1 Cmheyv j c:rm�I 'm L)QWWO PWAa tbmwreMr pnl-=petl is[']IRole{t LwAwrgr { �R,6lk iteel4'y4 r���}I�[�oprc!�t [9J 5yA',yei 71'�el(•111t ICJ'a+w-e j or'705-Lbb,-V WCs+e'dd-ter5�4 OOhh-L►hlDi -x-(-AkW C-h-r-O fy}OOmd-Lk".W—Ug.5E.CkAw survak rrama-L►h.JW;QU 5E[f ear NMI PS santer 5rrM lS.Wb1:—h.Ct Lx. I OpTYa-RkWle Ad 1G"CW> fim t61e .Fylj oo17eF-tetev+Owne� . n07xi'9.mmer[rad 3 wma ldP-w Y IAA•I 1 R-0r114 .—� 2 3 Select Browse and go to the location of the files on your desktop. 4 Select Open _ {� LJ 94W.�loo -Lh 6"ip p px.L .b.*maim Abo add m a LlR�Ne.O13.1 G1A4MA. 7iaCu.Ilu.l4 — 1LI4tk+Catn,e�¢ ��NrhIF F>y lau�r wef---• Dell � _ lMt�R4%s r ir*tr • �Mr POQamI� •aIFLM1Jn7 I I '�19{Cwp14tr I�uarallil'IFrp' 44-- %�Mrlkl.kokk— —JACU,Y e'mPrr "I- per,a-1. 1W-A�+daoh96k'FvNF-rA 1-Bmdb ee pol f7t :E—�s MIN der Tgl�T.�+a r k _1l�rttrr+7GOa /Goa Rk�d Edi IN. 00.h.i•P 417.1 HLILL MIN {jFC—OPWPE. Sits.t ■ a44 i+7rld gpp{rIs 3011E � ""dM 4'niclxaielrnf>`41fdE•PIIf }ppllpa lu�xfsTlr+ie D��ehagl�l+)LVI h4f�airlY+J I'IIOIIn�E11T�er �44Rrre SMl-0 R—de I FW 97141-G-fv 715xami dir&a IFiCcn4latr Imp +1.m . M1414Wt 4Nio-Yelim 100AWPL*9Wd&>* Ih413*>010 Jr M1+e�Lram� 4blmx. f pm + r�.r¢nv- 5 6 7 The file will appear in the Buzzsaw Add to Project Select Documents window 8 9 Select Next. 10 CITY OF FORT WORTH k'YI6-CD9S'I'Hr I'RRI'AIRANDRF:CON.I'ROGRAMANDNPARSOU'T'HSIDEMF:D.I)IS'I'.}y&SSMAINIMI'RO\'- STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised JULY 20,2019 0032 15.4-o CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL PROCESS Page 4 of 6 1 Do not Select Finish at this time. 2 er L MKLdonme=tffxkimn*Pvjxcttixbwt�_Y—can'.io4mt.-[flomdlt Cq.hrgu. !}ocvninN[} hLiay {lWfKtH FEE Home _ l�LocabM — ll�an�oif4�dka�+�y�preanro��_ vtm.wer tlySaw�nbirrt.._ — f��� F- — F11, 11 3 4 5 You will be placed into the Attach Comment window to enter a record into the Project 6 Schedule Submittal Log. 7 S Enter the Project TD-Project Name-Submittal in the Subject Line. 9 10 Type Submittal and Company Name into the Comment window along with Contact Name 11 and Contact Phone Number. 12 13 Select Next. 14 [ 1�a i�nnal[tlral h![emes IFN YM'[4'lll d'ewnnon iIkd IML&-man mq Itr Hes wft JJw. "Aftep K[ytlunil .. �dec[Oppp V&d EOMiyiH Ya-v �dG�� 'a4i�G� n474t�9nualMYerrGe�RaAw+h�d�� jp� HofiAoE•n _ 5d,e�i4 SAtHttd&v'te+�pmv Mese' nnlna Ner fit k Sdnd�-MW Rae bwua f(pine'fe.WA PrfMMdY.4 Iq aruov 3i,MW &A&AFUM [amenf rw[ U-W. f F� 16 17 CITY OF FORT WORTH YI6-CD95'I'R I!P I'RP:I'AIR ANI)RECON.PROORAM AND NEAR SOU III SINF:MP:D.DIST.%V$SS MAIN IMPROV. STANDARD CONSTRUCTION S PECI F1CAT ION DOC U M ENTS 0?387&02445 Revised JULY 20,2018 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTALPROCESS Page 5 of 6 1 You will be placed into the Send Email Notification window. 2 3 Select To and the Select Recipients window will appear with a list of Project Contacts. 4 5 Select the Project Manager as the To Recipient and the Project Controls Group as the Copy 6 Recipient. 7 .,xlf InL,A h — ,�L.IIVYr - S� I u.n.-. 1 1 H .r L.. SfM T^I� WFw ..L I k.ill.. k.. 5-1Jrl.. Ix:- V E.N.AR,II,clIIIST.� Cr I.. ].-. r .... 1h. cM... n,? x g 9 10 I 1 Select the Paste Comment button to copy the Comment into the body of the email 12 13 Select Finish. 14 J1 it, a1*9 nr prmrcl nwllbera NOVIm Q'NII of the new 7f updamd 14u-M.91 KV 13 PO uLl irL�.1 nonLmrnh _ F�[r aomn¢IMI Servr!f rnwl T_e,-- �FEq G!f4d) ryokdlm rion - -- fic.,-. Pnde[I GbfI.D A Teem ��1tL� 9dT01fkbSpe{T7•'iY1�Fg9Mr{nTramyHc-06.•e4+! e khgd 5 hm4l ken ICOR rn1rWQ' l Nnor ct k�IRll� SthedLde gl, wL1d rnm`Corraan f t)aaa`for ewe pi.fmmRd er$b]al w p]1..QD4 – 'rrh13F9xtrIR c�ar.4 ! nTd5I5 P�rcd I #kkl 15 16 CITY OF FORT WORTH rV i&cw 51RPRT RHPAIR AND RECON-PROGRAM AN H NEAR SOU"I'H SII)}.MRD.I)IS'I'.1Y&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised J ULY 20,2018 0032 15.4-0 CONSTRUCTION PROGRESS SCEIEDULE—SUBMITTAL PROCESS Page 6 of 6 1 The schedule file is uploaded to the directory. An email is sent to the City's Project 2 Manager and Project Control Specialist. 3 sr. J 3t t r 18 }e p �T F 3�lw nJ'-r 111' I:J rLL9.tiNr. � — wr+,k M straw •.,-:ra�rr„ rw.. +ti»+ +iar�h krociLIY1LH70cd 9 K ac— 7 a.w hr-. 7i3GC �d h.. 1,9rHu4 vlr N rl ior,.. N rV*AM J rJ I++Je[I d WY,y •J^w�trrsh* -A 4irr M7Rs+,es�7yo-.e•4 57Rnay GIkLbLJ ..J..... Ca]U!-U%.W,Rr ambd Liar s:I 40785-Lk- r—OW W1.Secy • 11074 A MW 54yya St e.Lqr 4.YAI 'r 4W10A.Ww%WpiI SE[Lar rd t , WH-H+ WItRdXPFr. Vw I filer m'xIi-IhLr anw-br6rlr,..p�aY• �D s,y I.pmr;fiw.,y 4 _ an 5 6 Upload the PDF file using the same guideline. 7 S 9 10 END OF SECTION 11 12 13 Revision Log DATE NAME SUMMARY OF CHANGE July 20,2018 M.Jarrell Initial Issue 14 CITY OF FORT WORT" rYI6-cn9S'FREETRKTAIR AND RPVON.PROGBAMAND NRAN801ITHSlueMF:o.JAS r.w&59 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised JULY 20,2018 0035' BID FOR Page 12 of' SECTION 00 35 13 CONFLICT OF INTEREST STATEMENT Each bidder, offeror or respondent (hereinafter referred to as"You") to a City of Fort Worth procurement may be required to complete a Conflict of Interest Questionnaire (the attached CIO Form) and/or a Local Government Officer Conflicts Disclosure Statement (the attached CIS Form) pursuant to state law. You are urged to consult with counsel regarding the applicability of these forms to your company. The referenced forms may be downloaded from the links provided below. http:tiwww.ethics.state,tx.us/forms/CIQ.r)df hftp://www.ethics.state.tx.us/forms/CIS.pdf D CIQ Form does not apply ❑ CIQ Farm is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply ❑ CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson 5112 Sun Valley Drive Signature: cGr/J Fort Worth, Texas 76119 Title: President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 FYI 6-CD 9 NEAR SOUTH SIDE MED.DIST Add 5.xls 0041 00 BID FORM Page 1 of 12 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o:The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST. W&SS MAIN IMPROV. City Project No.: 02387 and 02445 Units/Sections: Unit I: Water Improvements Unit 2: Sewer improvements Unit 3: Paving Improvements 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 B[DDERS 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 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 FY16-CD 9 NEAR SOUTH SIDE MED.DISTAdd 5.xls 00 41 00 SID FORM Page 2 of 12 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. 3. P requalifi cation The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. Water Transmission,Urban/Renewal,30-inches and smaller b. Sewer Collection System,Urban/Renewal, 12-inches and smaller c. Tunneling-36-Inches—60—inches,and greater than 350 LF d. Concrete Paving Construction/Reconstruction(LESS THAN 15,000 square yards) e. Asphalt Paving Construction/Reconstruction(15,000 square yards and GREATER) 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 430 days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work{and/or achievement of Milestones}within the times specified in the Agreement. 5. Attached to this Bid The fallowing documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 4100 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder,Section 00 43 37 e. MWBE Forms(optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS FYifi-CD 9 NEAR SOUTH SIDE MED.DIST Add 5.x1s Form Revised 20150021 00 41 00 BID FORM Page 3 of 12 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Bid $6,171,356.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 FY16-CD 9 NEAR SOUTH SIDE MED.DIST Add 5.xls 0041 00 BID FORM Page 4 of 12 7. Bid Submittal This Bid is submitted on 10/18/2018 by the entity named below. Respectfully submitted, Receipt is acknowledged of the Initial following Addenda: By: c Addendum No. 1: X (S) nature) Addendum No.2: X Addendum No. 3: X Troy L.Jackson jAddendum No.4: X (Printed Name) jAddendum No. 5: X Title: President Company: Jackson Construction, Ltd. Corporate Seal: Address: 5112 Sun Valley Drive Fort Worth, Texas 76119 State of Incorporation: TX Email: office@a acksontx.net Phone: 817-572-3303 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 FY16-CD 9 NEAR SOUTH SIDE MED.DIST Add 5.xls 004243 BSD PROPOSAL Page 7 of 12 SECTION 00 42 43 PROPOSALFORM UNIT PRICE 131® Sidderas Application Project Item lar-non Biddae.Proposal Bidlisl Lam pxi I a lml Unitaf Bid Unit Price Bid Va1oo Description S fc 1' S.00,,Nu. MRnsa10 Quznuly No. 331110 LF 581 $404.00 1 3311.0754 30"DV Wm-(Ratroined Joints)(Pip.only Vickery Bhd. , 00 0 _ 2 3311 6461 12"PVC Water Pipe DR 14,Acceptable Baekfll 33 11 12 LF 1,752 $59.0_0 $5103103,336868..0 3 331 10461 12"PVC Wal.r Pipe DR-14(Pipe only Vickery Bled.) 33 11 12 LF 377 $128,00 $4ft,512.00 4 3311.0261 8"PVC Water Pipc DR-14,Aoceptabte Bask{ll 33 11 12 LF 4,256 $39.00 _ $165,984.00 5 3311.0261 8"PVC Wal.Pipe DR14(Pipo only Vxkry'Blvd.) 33 l l 12 _ LF 787 $60 00 $47,220.00 6 3311.0161 6"PVC Water Pipe DR-14,Acceptable B.LlIll 331112 LF 295 $38.00 $11,210,007 3311.0161 6"PVC Water Pipc DR-14(Pipe only Vickery Blvd. 33 1]12 LF 60 559 00 $3,540.00 8 3305.1109 54"Casing By O€har Than Open Cut(Std) 230522 22 LF 440 $1,285.00 $565,40060 9 3305 2008 30"Watu Carne'Pipe(DIP Restrained) 3305 24 LF 440 $274.00 $120,560.0 l0 0241.1001 Waley Lino Abandonment By CLSM(Siecs 4"-36") 024114 CY 542 $200.00 $108,400.00 11 0241.1116 4"-12"Pressure Plug 024114 EA 10 $450.00 $4,500.00 12 0241.12184"-12"Water Abandonmcid Plug 024114 EA 11 $4500(1 $4,950.00 13 0241.121030"Water Abandonmrat Plug 024114 EA 4 $1,20000 $4,800.00 0241 14 EA 26 $150.00 $3900.00 14 0241.1391 It-and Salvage 4"-12"Walcr Vu1Fe an )5 0241.1510 Remove d Salvage Firs HSd-11 0241 14 EA 10 $600.00 $6,000.00 024114 BA 2 $115.00 3230.00 16 0241.1512 Ramco and Salvage l"Water Meter am 17 0241.1513 Remove and Salvage 1 112"Walcr Meter 0241 14 EA 3 $170.00 $510.00 _ $230 $690.00 I3 0241.1514 Remove and Salvage 2"Wit.Meter 024114 EA 3 .00 31 25 0 LS 1 $2,80000 $2,800.00 19 31259101 SWPPP i I acre 20 32016113 6'W ide Asphalt Pvmt Rcpnir,Residen ial 32 01 17 LF 100 $76.00 $7,600.00 21 3201.0400 Temporary Asphatl Paving Repair(2"BMAC on 6"CTB) 32 01 I% LF 6,500 $36.00 $234,000,00 22 3201.0614 Calor P.nnl Repaiy Residential 320129 SY 100 $137.00 $13,70000 23 _3213.0301 4"Cone Sidewalk 32]3 20 SF 400 $10.00 $$730.00 24 3213.0401 6"Concrete Driveway 32 13 20 SF 50 $15 00 $750.00 9 25 32160101 6"Co n.Curb and Galkr 321613 LF $75.00 $6,37500 26 3214.0200 Brick PP-1 Repair 321416 SY 1 19 $200.00 $3,800.00 329319 CY 200 536.90 $7,200.00 27 3291.0100 Topsoil 28 3292.0100 Block Sad Plmemenl 3292 13 SY 300 $6.00 $1,800.0(1 _ 29 3301.0002 Pool-CCTV Inspection(30"WL) 33 0131 LF 1,021 $3.00 $3,063 00 1,683.75 $6, 30 3304.0101 Temporary Wa(e'Services(2"Temporary Size) 330430 LS I $ $ 683.75 31 3305,0103 Ezploralory Excavalm of Existing Utilities 33 05 30 EA 5 $$1,375.00 $6,875_00 3305 10 LF 19,000 $1.00 $10,000.00 32 3305.0109 Trench Safely LS 1 $200.00 $200.00 33 3305.0110 Utility Markers(Lot Vickery Blvd.) 33 05 26 34 3305.0203 Impened Embedu-11B-1,L11,CLSM(Vickery Blvd only) 330510 CY 2,800 $120.00. $336,000.00 35 33119001➢uclile Iron W.I.Fiifing_a _33 11 11 TON 14 _ $9,000.00 S126,000.0(1 36 3312.0001 Fire Hydrant - 331246 EA 2 $3,4(1000 $44,200.0037 3312.6109 Ca motion to Existing 39"Wakr Main - 331225 FA 2 $8,000.00 $16,000.00 38 3312.0117 C ma-tian to Existing 4"-12"Walor M_am - 33 12 25 LA 29 $2,150.00 $58 000.00 400.00 39 3312.20011"Water Service.Meter Rccannxlion 33 EA Ili $150.00 $2,lidiTo 40 3312.2003 1"Wafer Service 331210 EA l6 $1,260.00 $20,160.00 41 33122003 1"Waley Sari-(Asscsament_Tap Witli Empty Meter Bo.a) _ 331210 EA 54 $1,26000 $68,040.110 42 3312.2004 1"Private Water Service 3312 IO LF 50 $30.00 $1,50060 43 3312.21011W"Water Sen9.c,Mem Reeanneclion 33 12 10 EA 3 $175.00 $525.00 4112"Wakr Service 331210 EA 3 $1,340-00 $5,520.00 4 3312.2103 1 45 3312,2104 1 10"Private Water Senhpo 33 12 10 A 15 $34.00 $510.00 46 3312.2201 2"Wakr Servioo,Meter Reconnection 33 12 10 EEA 3 $200.00 $600.00 331210 EA 3 $2,000.00 $6,900.00 47 3312.2203 2"Winer Service EA 5 $2,0(1090 48 3312.2203 2"Water Servi.(A-imncn(Tap With Empty Mekr Box) 3312 19 $10,000 00 99 3312.3002 G"Gfli.Valve - - 33 1220 EA 20 $800.00 000.00 SIG, 30 3312.3003 6"Gate Valve _ 33 1220 - EA 32 $1,200.00_ $38,400.00 51 33123005 12"Gate Vahr - _331220 EA 16 $2,200.00 $35,200.00 52 3312.3009 30"Gat.Valve 1,,1 Vault - - 33 1220 EA 2 $40,000.00 _ $80,000.00 347113 MO 7 $5,000.00 $35,00000 53 34716091 TralEc Caniml(Design and Provide) - - 54 3471.0902 Pmtablo Message Sign 347113 WK 14 $500.00 $7,00.90 55 0171.0101 Canshucuon Staking 0 171 23 LS 1 $13,000.00 $13,000.00 56 0171.0102 Rodline As-Built S-oy _017123 _ LS 1 $5,500.00 $5,500.00 57 9999.000212"Ring Canncctim _321225 EA 2 $5,000.00 $10,00000 M 9999.0003 8"Ring Connection 32 12 25 _ EA 1 $4,500.00 $4,500.00 59 9999.0004 HES Conc Pvmt Repair mol Asphalt Overlay,ArkriaNndustrial 32 0129,32 fit 17 _ SY 2,785 _ $9000 $250,650.00 60 9999.0005 12"Cut-in-Tse 33 1225_ EA I $2,000.00 $2,000.00 .00 61 9999.0006 TaDOT Low Profile Carnaek Barrier Typc 1 34 71 73_ LP 890 $13.00 $14,400.00 62 19999.1003 Coostroelion Allowanoc 999900 LS 1 $150000.00 $150000.00 I-W r1 1 _ 3331.4212 12"DIP S-.,(Pipe only Vickery BIVd 33 I 1 I B _LF _ 2 9 $135.00 _ $$7,58560 2 3331.5748 8"DIP Secaer Pip.,CLSM Backfill - - - 33 a l0 LF 29 $27090 $7,837,09 3 3331.411'R"Sewer Pipe PVC SDR 26,Acecplable Backfill _ - 33 11 10,33 31 12,333120 _ LF 483 $59.00 $28,497.00 4 33312101 6"CIPP 333112 LF 321 $120.00 $38,520,00 5 0241201 Sava Line Abandonment By CLSM(Si%1.6") 024114 CY 25 $23000 $5,75090 6 0241.2201 Remavo 4'Snver Manhole 024119 EA ID $500.00 $5,000.(10 7 0241.2102 6"Se}vcr Abendomncn[Ping 024114 EA 3 $650.0 $1,950.00 3 3201 0490 Temporary Asphalt Paving Repair(2"14MAC on 6"CPB) 3201.18 LF 475 $37.00 $77,575.00 CFFY OF FORT WON III STANDARD(UNSTRtI[1ION SPIMPICATION-UMENTS Mi,CD 9 NEAR SOUTH SIIn?-D.NIST Add 5.r:b Form Rn:.W]0129[20 004243 MOPrDSAL P"g"a4I2 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BI® Bidder's Application Pr jecl Ilan[nfbrma0on eiddeJ Proposal Bldllstlicm Dcacri tion Sp ifirminn Seclinn No. Unit or Bid Unit Prioo Bid VA. No P Measure Quantity _ _ 9 3201.0614 Cone Pvmt Repair,Residential _ 32 01 29 _ SY 50 $137.00 $4,850.00 10 3291.0100 Tepsail 329119 CY 100 _ $3600 $3,600.00 _ Il 3292.0100 Bi-k Sod Plecemenl 329213 SY 100 $6.00 $600.00 12 3301.0001 P.-CCTV Inspoclian 3301 31 LF 738 $3 00 $2,214.00 13 3301.0002 Post-CCTV Imspcclioa 33 01 31 LF 783 $2.00 $1,566.00 14 3305.0106 Lkmdmle Adjustment,Major(24"to 30"Rim Adjus(memt W/Cone,Collar) 33 0514 EA _4 $3,000.00 $12,000.00 15 3331.3101 4"So-Servix 3331 50 EA 9 $1,700.00 $15,30000 16 3331.3102 4"2-Way Cleanout 3331% EA _9 525000 _ $2250.00 17 3331 3201 G'S.-Scrviw 33 31 50 EA 3 $1,900.00 $5,700.00 cry 18 3331.3201 6"S.-Sicc(Fuiure SConmeclier) 333150 EA 1 $1,900.00 $1900.00 19 3331.3311 4"Sewer Service,Rearmlcetion(By Open Cut) 333150 EA 9 $1,700,00 $_15,300.00 20 3331.33126"Sealer ScrviM Reconnxtion(By Open Cul) 333150 EA t $1,90000 $1,900.00 21 3331.3315 6"Scars Serviec,Rametatemenl(Trenchlms CIPP Main Rehab) 3331 50 EA 2 $50000 $1,000.00 22 33016101 Manhole Vacuum Testing 330130 EA 16 $250,00 $4,006.00 23 3305.0109 Trevmli Safety 330510 LF 525 $2,00 $1,050.00 24 3305.0201 Imported EmbedmenDBacldill,CLSM(Vickery Hlvd only) 330510 CY 270 $12000 $32,400.00 _ 25 3339.0001 Manhole Interior Protwmg Coating(Waaen or Appm.dEqual) 333960 VF 28 $300,00 $8,400.00 26 3339.0003 Waslmvater Access Cllamher 333940 EA 4 _ $4,400.00 $17,600.00 27 3339.1001 4'Monhole 33 39 10,33 39 20 _EA 13 $3,100,00 $40,300.00 28 3339.1002 4'Drop Manhole 33 39 10,33 39.20 _ EA 1 _ $5,000,00 $5,000.00 29 3339.1003 4'Ritra Dcplh Manhole 33 39 10,33 39 20 _VF 15 _ $145.00 $2,17500 30 3339.1004 W Slmllrnr Membolo 33 39]0,33 39 20 EA 2 $2,500.00 $5,000.00 31 0241.4001 Ramo ro 5'Cmb Inlet(Vie],ery Bled 18"SD 1 cring) 02 41 14 EA 1 _ $740,00 $740.00 32 0241,3013 Rom-13"Stamm Line(Vielat,Bird 18"SD La vrmg) D24 14 LF 16 _ $33.00 $52800 33 3341.0103 18"RCP,Class 111(Vickery Blvd I S"SD Lmvering) 3341 10 LF 16 _ $158.00 $2,52800 _34 34710001 T.ffle Control(Designand Provide) 347117 MO 2 _$5,000,00 $10,000.00 35 9999.0001 5'C'Sub Intel(Vidtery Blvd 18"SD L-ring) 33 49 20 EA 1 $4,000_00 $4,000.OD 36 9999.0002 HES Cam Nmtt Repair ud Asphalt Overlay,ArtmiaNndustriul 32 01 29,32 01 17 SY 225_ $9000 $20,250.00 37 0171.0101 Construction Staking 017123 LS 1_ S5,100.0o $5,100.00 36 0171.0102 Redline As-Buill Survey O]71 23 LS I $]80000 $1,800.00 39 9999.1003 Conslmctian Allmvanw 999900 1 LS 1 _ $50,000.00 $50,000.00 'sohl�il.d 5qu r l.r, .Ire c1#i.{.U. 1 02419100 Remove Sider-a11, 024113 SF 15,145 $140 521203.00 2 0241.0200 Fe ow Stop 024113 SF 250 $1 AO $150,00 3 02410300 Rem-ADA Ramp 02 41 13 EA 10_ $(20.(10 $1,20000 4 0241.0401 Remove Concrete Drive 024113 SF 10,600 $1.40 $14,849.80 5 02410402 Ram-Asphalt Drive 0241 13 SF 1,235 $140 _$1_729A0 6 0241.0600 Remove Wall-T _ 0241 13 LF 305_ $700 _ $2135.00 7 0241.1000 Remove Con.Pam 0241 15 SY 250 S 151D $3,750.00 8 0241.1]00 Rennet Asphalt Pant 0241 15 SY 400 $15.00 $6,000.00 9 0241.1200 Remove Brick Pamt(Salvage on silo) 0241 15 SY 400 $20.00 $8,000.00 10_0241.1200 Rmnas Brick Psm(Haulaffsite as waste) 0241 15 SY 400 $20.00 $R 00000 I l_ 0241.1300 Remove Cono Curb&Gutter 0241 15 LF 11,000 $7.00 $77,000.00 12_ 0241.1400 Remove Caw Valley G.D., 024115 SY 100 $2000 $6,000.00 13 0241.(5062"Surface Milling 8 024115 SY ,91( $3.00 _ 826,733.00 14_ 0241.17011 ID"Pavement Putverivation 0241 15 SY 22,438 $7.00 _ $157.066.00 IS 3110.0101 Site Clearing 311000 SY 500 $200.00_ $100,000.00 16 _ 311D.0102 6"-12"Trce Removal 311000 EA 19 $600.00 _ 311,40000 17 3110.0103 IY"-IS"Trce Rennet 311000 EA 6 _ _ $1,20010_ $7,20000 18 3110.0E 04.18"-24"Tree Removal 311000 EA_ 8 _ $1800.00_ $14.400.00 79 3110.0165 24"and Larger Trec Removal 311000 EA 5 $2,300.00 SII500,0o 20 3123_DIOI U.tImsificd Exe-lion by Plan 3123 16 CY_ 665 _ $26.00 - $17,290.00 21_ 3125JADI SWPPP>1 acre 31 2300 LS_ 1 $2.800.00 $2,800.00 22 3211.01126"Floxibte Base,TSpo A,GR-1 321123 SY 755 $14.00 310,570.00 23 3211.0600 Cemcm(26 LB1SY) 32 1126 TN 270 $227.00 $61,290.00 24 3212.0302_2"Asphalt Pvml Typ.D 321216 SY 31,349 $1230 $385,592.70 25 3212.0401 HMAC Thumilion 32 12 16 TN 185 $230.00 _ $42,55400 26 3212,0600 HMAC Pavement Leel Up 32 1216 TN In $230.00_ $2,300.00 27 3213.OID2 7"Calc Rett 32 13 13 SY_ 590 $107.00 $63,130.00 28 3213.02027"Conc Prmt HES 32 13 13 SY_ 100 $14200 $14,900.00 29 3213.0301 4"Cane Sidewalk 32 13 20 SF 34,040 $7.00 $238,280,00 30 3213.0311 4"Cone Sidewalk,Adjacent fo Cart, 32 E3 20 SF 16,100 $6 On $128,800.00 31 3213.0322 Conc.C'$ubat Bachaf Sidewalk 321320 LF 1,0DO $13.00 $13,00400 32 3213-0401 6"Cameron Driveway 32 13 20 SF 4,000 $9.00 _ $36,00000 33 9999.0001 6"Comaete Drirc vmy(HES) 32 D 20 SF 200 %1000 $2,00000 34_ 32130403 8"Concrete Dris'mvap 321320 SF 11,DW $11.00 $121,000.00 35_ 9999.0002 S"Concrete Drir vay(HES) 32 t320 SF 200 $1200 _$2,400.00 36_ 3213.6501 Bonier Free Ramp,Type R-I 32:320 EA 23 .. $2,000.00 _.546.000,00 37 3213.0503 Barr -Ramp,Type M-1 32 F3 20 EA 2 $1,300.00 $2:600.00 38 32130506 Barrer Frco Ramp,Type P-1 321320 EA 12 $1,300.00 $15600.00 39 3213.0507 Barrier Free Ramp,Type P-2 321320 EA 4 $1,300.00 $5,200.00 40 t3216.0101 6"Cone qub and Goner 32 16 13 LF 16,000 $26.00 _ $416.000.00 CRY OF IDirl WORTH STANDARD ODNS'IRUCfION SPRCIfICAr100 UOLiIMPN4S FYI 6-CD 9 NI:N2 W IfPH$1DF.MEU.DISLAdd 5-1hra,m u..iac4xolzolzo oosa 43 BID PROPOSAL, Page 9 oF12 SECTION 00 42 43 PROPOSALFORM UNIT PRICE BID Bidder's Application Projml Item Informalion Bidder's Proposal Brdlim ItemDcscriplion Specification Section Na. Unit oC Bid Unit Price Bid Value No Mcasuro Qumrtity 41 3216.0301 Canc Valley GuOcy Residential 32 L6 13 SY 300 $118.00 $35,400.00 42 _ 32170001 4"SLD Pent Marking HAS(W) 321723 LF 4,000 $0-75 $300000 43 3217.0002 4"SLD P-a Marking HAS(Y) 32 1723 LF 3,000 $0.75 $2,25000 44 3217.0003 4"BRK Nnnt Marking HAS(LV) 32 17 23 LF 60 $0.75 $45.00 _ 45_ 3217.0005 4"DOT Prat Marking HAS(W) 32 1723 LF 550 $075 $412.50 46 3217.0201 8"SLP Pvmt Marking HAS(W) _ 32 1723 LF 550 S1.50 $825.00 47 32170501 24"SLD P-1 Marling MAE(W) 321723 LF 300 $8.00 $2,40000 48 3217.1002 Lane Legend Axon 32 17 23 EA 1 317500 $17500 49 3217.1004 f,anc Legend Only 321723 FA 1 5185.00 $185.00 50 3217.1006 Lane Legend Bil:o 32 17 23 EA 8 $385.00 $3080.00 51 3217.1007 Lano Legend Sh- 32 1723 EA I 5375.00 $375.00 52 32172102 REEL Raised Marker TY t-C 321723 EA 9 $3.75 $33.75 53 32172103 REFL Raised Mark.TY II-A-A 321723 EA 50 $3.75 $18750 54 3217.5001 Curb Address Painting 32 17 25 EA 85 $3700 $3,145.00 55 3232.0100 Conc Rel Wall ith Si-ak Faoc 3232 13 SF 400 $20.00 $8 000.00 56 3232.0101 Cmrc Rei Wall with Sidewalk,Sidewalk 3232 13 SF 1,000 $8.00 $8,000.00 57 _3291.0100 Topsail 329119 CY 300 $3600 $10,800.00 58 32920100 Blaek Sod Plncamenl 329213 Sy 7,000 $6.00 $42,00000 59 3305x107 Minhole Adjuslmcnl,Minor 330514 EA 36 $700.09 52520000 60 3305,0108 Miseollanruus Slruclum Adjusmrent(WM) 330514 EA 28 $420,00 $11,760.00 61 3305.0108 Misccllancous Utility Adjuslmcnl(Irrig Limn) 330514 LS _ 1 $15,000.00 $15,000.00 62 3305 0111 VaWe Bo.,Adjuslmcnl W/Cane Collar 3305 14 EA_ 62 $200.00 $[2,400.00 63 3305,0114 Mardmle AdplLmenl,Mjorw7Cm`er 330514 EA 1 $3,1100.00 $3,000.00 64 3441.4003 FumishArWll Alum Si2A Ground Mount City Std. 344130 EA 9 $395.00 $3,555.00 65_ 3441,4110 R-and Rcinslall%81r Panel and Pas[ 3441 M EA 13 $495.00 $6,435.01) _65_ 3471,0001 TraOic Cont,.](Vc&vy Bled.Only-Design andP©vide) 347113 MO 2 $5,000.00 $19,000.00 66_ 0171.0101 Construction Staking(P_-mg) 017123 LS I $19,200.00 $19,200.00 67 9999,0003 RoadBand ENI 000000 GAL 160 $L35.00 $21,600.00 68 9999.0004 Rcmave E:risting P-1 Marking 000000 LF 400 $2.50 $1,009.00 69 9999.0005 R-e and Replace Inlet lop 000000 _ _EA 14 $4,600.00 $64,400.00 70 9999.0006 Concrete Steps 00 00 00 _ SF 200 $16.00 $3,20000 71 9999.0008 Flag Pales Remo.E and Relocate 000000 _ _EA 2 $420.00 $840.00 72 9999.0009 Temporary Asphalt Sid-R.(TrWre Control) 000000 __SF 1,590 $400 $6,00040 73 9999.0010 Barrier Free Ramp,TSPe R-lA 321320 EA 4 $2900.00 $11,600.00 74 099.0011 Barrier Free Ramp,Type R-IB 32 1320 TA 3 $2,900.00 $8,700.00 75 99990012 Barrier Frcc Romp,T2Pe R-IC _ 321320 EA 1 _ $2,000.00 $2,000,00 76 9999.0013 Barrer Free Ramp,Typa R-ID 321320 EA 3 _ $2,20000 $6,600.00 77 9999AX4 Barriar Free Ramp,T)pc 5 32 1320 LA 1__ $2,000A0 $2,000.00 78 9999-0015 5'C nb Inlet 33 49 20 EA 1 S4,000.00 $4,000.00 79 9997.0016 Miscellaneous Utility Ren-al(Abandoned Stollod Drain) 3305 14 EA 1 $250,00 $250.00 80 0241.400k Rcmovc 5'Cmb Inlet 024114 EA 1 _ $140,00 $74000 81 3341_.0103 Is,,Rep,Class Br 334110 LF 12 $158.00 -.$1,896.00 82 3305.0112 Concrete Collar _330517 EA 1 _ $640,00 $640.00 83 9999.1003 Constmatiarr Allowamee 999900 LS I 1 $ 15000.00 $150000.00 81tLtolal-PAVING IMPROVEMENT$ WAA Bid Summary B..Bid UNIT 1:WATER IMPROVEMENTS $3 130449.75 UNIT IF:SEWER IMPROVEMENTS $422758.00 UNIT III:PAVING RECONSTRUCTION IMPROVEMENTS $2618148.25 Tufaillidi $6,171366.00 END OF SECTION CITY......WUa1H STANOARp IXmSTROCI.14 SPECIFICATION IlOL3aMEN'IS FYI 6-Cp 7 NnAR HOW SIDE MED.pI3T A4J S.xlr Form Rcriscd 20170170 ° r Document A3°10 TM — 2010 Conforms with The American Institute of Architects AIA Document 310 Bits Bond CONTRACTOR: SURETY: (,'arae,legal stairts and addrev) !,Mirrme,legal status lrrid principal place!f bimines) Jackson Construction, Ltd. The Hanover Insurance Company This document has important 5112 Sun Valley©rive 440 Lincoln Street legal consequences.Consultation Fort Worth TX 76119 Worcester MA 01653 with an attorney is encouraged with respect to its completion or modification. OWNER: ('whore,legal status acrd address) Any singular reference to City of Fort Worth,TX Contractor,Surety,owner or other party shall be considered plural where applicable. Fort Worth TX BOND AMOUNT: $ 5%GAB Five Percent of the Greatest Amount Bid PROJECT: (,Varve,locanortoraddress andl'rojectm( m&vr,ifat{t) FW South Pavement Replacement/FY-1 6-CD 91 Project#02357&02445 The Contractor and Surety are bound to ttte Otuttcr in the atnount sot forth above,for the payment of ivlticit the Contractor and Surety bind themselves,their heirs,executors,administrators,successors and assigns,jointly and severally,as provided herein.The conditions ofthis Bond are such that if the Otrner accepts the bid of the Contractor within the time specified in the bid documents,or within such time period as lttay be,agreed to by the owner and Contmetor,and the Contractor either(1)enters into a contract with the Owner in accordance with the terms of such bid,and gimes such bond or bonds as may be specified in the bidding or Contract Documents,Willi a surety admitted ill the jurisdiction of the Project and otherwise acceptable to the Owner,for the faithful performance of such Contract and for the prompt payment of labor and material furnished ill the prosecution thereof;or(2)pays to the Owner the difference,not to exceed the amount of this Bond,between the amount specified in said bid and such larger amount for which the Owner may in good faith contract with another party to petronn the work covered by said bid,then this obligation shall be null and void,othenvise lu remain in Call t'orce and ell'ect.The Surety hereby waives any notice of aft agreement between the Owner and.Contractor to extend the lime in which the Owner may accept the bid,lxlaiver al'notice,by the Surely shall not apply to any extension exceeding:sixty(60)days in the aggregate beyond the lime liar acceptance ol'bids specilied in the bid documents,and the Oivner and Contracl6r shall obtain the SurelVs consent lisr all extension beyond sixty(60)days. If this Bond is issued in connection wvillt a subcontractor's bid to a Contractor,the tern Contractor its this Bond shall be deemed to be Subcontractor and the teras(7wncr shall be deemed to be Contractor. When this Bond has been furnished to comply with a statulon•or other legal requirement in the location or the Project,any provision in this Band conflicting with said statutory or legal requirement shall be deemed deleted herel'rom and provisions conlurming to such statutory or other legal requirement shall be deemed incorporated herein,When sax furnished,the intent is that this Bond shall be construed as a Statutory band and not as a common late bond. Signed and scaled this 20th da;of September, 2018 Jackson Construction, Ltd. (Principal) (seal) 113'ttlra;SS) .� By: (Title) $l The Hanover Insurance Company �,..... (IT'irrressy � By: (litle)Ja . Cowley Attor y-in-Fact "054M 8110 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated. KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS SAY INSURANCE COMPANY,both being corporations organized and existing under the laws ofthe State of New Hampshire,and CITIZENS INSURANCE COMPANY OFAMLERICA,a corporation organized and existing underthe laws of the State of Michigan,(hereinafter individually and collectively the"Company")does hereby constitute and appoint, Steven R,Foster,Jack M.Crowley andlor Tonie Petranek Of Willis of Texas,Inc.of Dallas,TX each individually,if there be more than one named,as its true and lawful attorney(s)-in-fact to sign,execute,seal, acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United States,any and all surety bonds,recognizances, undertakings,or other surety obligations.The execution of such surety bonds,recognizances,undertakings or surety obligations,in pursuance of these presents,shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company,in their own proper persons.Provided however,that this power of attorney limits the acts of those named herein;and they have no authority to bind the Company except in the manner stated and to the extent of any limitation stated below: Any such obligations in the United States,not to exceed Thirty Five Million and Nof100($35,000,000)in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company,and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as it acts,to execute and acknowledge for and on its behalf as surety, any and all bonds,recognizances,contracts of indemnity,waivers of citation and all other writings obligatory in the nature thereof,with powerto attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED:That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed by the President or Vice President in conjunction with any Vice President of the Company,shall be binding on the Companyto the same extent as.if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile. (Adopted October 7, 1981—The Hanover Insurance Company;Adapted April 14, 1982—Massachusetts Bay Insurance Company;Adopted September 7,2001—Citizens Insurance Company of America) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents,this 12th day;.f February 2018. Th.U—verl—urance r_-opwy Thi Hanaavar Zmsarra ra,�e�csmawt MassactutsetCs SayCompany V Y C�tezPfss ItiSltrarreesmr}a exy of Aatx�rfia •"- "^ [!�assacEressctts Ray Ert sm.a�mcc£oTnFa4' ��R� � - �r �j� €itaedins Xr�s-rsra acs£osn;tsasay Ka€/lexe�x--aea John G.Rvche,VVP andl'aesident James_V ,-4*!Od,VIc-C President THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER )ss. On this 12th day of February,2018 before me came the above named Vice Presidents of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to bethe individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,respectively,and that the said corporate seals and theirsignatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporations. 1kDIANE J.MANNO W.V PubHo WWAM kr Ca�rNrm E.�ip� Uiawc J. a a,:+3o[anRtl>tcc �• M# cnr.rausior�Gcir�s1 stL'h d,?8332 1,the undersigned Vice President of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this 20thday of September 2018 CERTIFIED COPY 'nxeodote G.Mutiney 1 i Pr�F�cleat[. The +� Hanover The Hanover Insurance Company 1440 Lincoln Street,Worcester,MA 01653 Insurance Group, Citizens Ins„rance Company of America 1 645 West Grand River Avenue,Howell,MI 48843 Texas Complaint Notice IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener informacion o para someter una queja: You may call The Hanover Insurance Company/Citizens Usted puede Ilamar al numero de telefono gratis de The Insurance Company of America's toll-free telephone Hanover Insurance Company/Citizens Insurance Company number for information or to make a complaint at: of America's para informacion o para someter una queja al: 1-800-608-8141 1-800-608-8141 You may also write to The Hanover Insurance Company/ Usted tambien puede escribir a The Hanover Insurance Citizens Insurance Company of America at: Company/Citizens Insurance Company of America al: 440 Lincoln Street 440 Lincoln Street Worcester, MA 01615 Worcester, MA 01615 You may contact the Texas Department of Insurance to Puede comunicarse con el Departamento de Seguros de obtain information on companies, coverages, rights or Texas para obtener informacion acerca de companias, complaints at: coberturas, derechos o quejas al: 1-800-252-3439 1-800-252-3439 You may write the Texas Department of Insurance: Puede escribir al Departamento de Seguros de Texas: P. O. Box 149104 P. O. Box 149104 Austin,TX 78714-9104 Austin, TX 78714-9104 Fax: (512) 475-1771 Fax: (512) 475-1771 Web: hLtp://www.tdi.texas.gov Web: http://www.tdi.texasgov E-mail: ConsumerProtection@tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: DISPUTAS SO6RE PRIMAS O RECLAMOS: Should you have a dispute concerning your premium or Si tiene una disputa concerniente a su prima o a un rec- about a claim you should contact the agent or the com- lamp, Bebe comunicarse con el agente o la compania pany first. If the dispute is not resolved,you may contact primero. Si no se resuelve la disputa, puede entonces the Texas Department of Insurance. comunicarse con el departamento (TDI). ATTACH THIS NOTICE TO YOUR POLICY:This notice is UNA ESTE AVISO A SU POLIZA: Este aviso es solo para for information only and does not become a part or con- proposito de informacion y no se convierte en parte o dition of the attached document. condition del documento adjunto. =e,-,a57 canzf 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 10 of 12 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of State Mere cr BlanK , 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 State Here or 6iank , our principal place of business, are not required to underbid resident bidders. B. The principal place of business of our company or our parent company or majority owner is in the State of Texas. BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson 5112 Sun Valley Drive ignature) Fort Worth, Texas 76119 Title: President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20110627 FY16-CD 9 NEAR SOUTH SIDE MED.DIST Add 5.xls 0045 11-1 BIDDERS PREQUALIFICATIONS Page)of3 I SECTION 00 45 11 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 Iimit based on a technical evaluation and I I financial analysis of the contractor.The information must be submitted seven(7)days prior 12 to the date of the opening of bids.For example,a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 14 in order to bid on these projects.In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements,if any 22 b. A certified copy of the firm's organizational documents (Corporate Charter, Articles 23 of Incorporation,Articles of Organization,Certificate of Formation,LLC 24 Regulations,Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts.To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/tax ermit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet. This number 33 is used by the City for required reporting on Federal Aid projects.The DUNS 34 number may be obtained at www.dub.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements. Financial statement submission must be provided in 42 accordance with the following: 43 (1) The City requires that the original Financial Statement or a certified copy 44 be submitted for consideration, CITY OF FORT WORTH FYI6,CD4SIT'P.RT RN.FAIR AND RECON.PROGRAM AND NEAR SOVITI SIPF MFA,DIS I.W&SS MAIN IMVROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 004511-2 BIDDERS PREQUALIFICATIONS Page 2 or3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent,certified public accounting firm registered and in 3 good standing in any state. Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual,corporation,or limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not,in fact,independent. 13 (6) The accountant's opinion on the financial statements of the contracting 14 company should state that the audit or review has been conducted in 15 accordance with auditing standards generally accepted in the United 16 States of America, This must be stated in the accounting firm's opinion, 17 It should: (1)express an unqualified opinion, or(2)express a qualified 18 opinion on the statements taken as a whole. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter,in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital(working capital=current assets—current 26 liabilities)by a factor of 10.Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared,the previous statement shall be updated with 31 proper verification, 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report,the notation of 37 "None"or"NIA"should be inserted. 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 FYI6-CIN SIkEET REPAIR AND RECON.PROOkAM ANI]NP,AR SOILI Hi SIDE MY.D.€)IST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 0045 11-3 BIDDERS PREQUALIFICATIONS Page 3 of 3 l 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 WORTH PYI6-0119 SIN",'I'RV?AIR AND RF"N,PROOR AM AND NF.AR SOU'T'H SIDY.MND.1)15'1:1Y&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 C[TY OF FORT WORTH uY16•CI]9 SI'R F'rI REPAIR AND RECON,PRpOR AM AND NEAR SOUTH SMF:MFA].DIST.W&SS MAIN IMPROV. 02387&02445 004512 BID FORM Page 11 of 12 SECTION 00 4512 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type Contractor/Subcontractor Company Name Prequalification Expiration Date Water Transmission, Urban/Renewal, 30-inches and Jackson Construction, Ltd. 4/30/2019 smaller Sewer Collection System, Urban/Renewal, 12-inches and Jackson Construction, Ltd. 4/30/2019 smaller Tunneling-36-Inches—60 —inches, and greater than 350 Skaggs Road Boring, Inc. 10/3012018 LF Concrete Paving Construction/Reconstruction Jackson Construction, Ltd. 4/1/2020 (LESS THAN 15,000 square yards) The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Jackson Construction, Ltd. By: Troy L. Jackson 5112 Sun Valley Drive ( ' nature) Fort Worth, Texas 76119 Title: President Date: A j END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20120120 FY16-CD 9 NEAR SOUTH SIDE MED.DIST Add 5.XIs 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 4 Pursuant to Texas Labor Code Section 406,096(a),as amended,Contractor certifies that it 5 provides worker's compensation insurance coverage for all of its employees employed on City 6 Project No.02387&02445.Contractor further certifies that,pursuant to Texas Labor Code, 7 Section 406.096(b),as amended,it will provide to City its subcontractor's certificates of 8 compliance with worker's compensation coverage. 9 10 CONTRACTOR: ��,© L. Jackson Jackson Construction LTD. By 12 Company (Please Print) 13 14 5112 Sun Valle Drive Signature: 15 Address 16 • 17 Fort Worth TX 76119 Title: 18 City/State/Zip (Please Print) 19 20 21 THE STATE OF TEXAS § 22 23 COUNTY OF TARRANT § 24 25 BEFORE •pM•E,the undersigned authority,on this day personally appeared 26 1r ,known to me to be the person whose name is 27 subscribed to the foregoing instrument,and acknowledged to me that he/she executed the 28 same as the act and deed of for the purposes and 29 consideration therein expressed and in the capacity therein stated. 30 31 GIVEN UNDER MY HAND AND SEAL OF OFFICE this—a,—day of VE 32 201g�. 33 -. 34 may... Nicole McCollum � J 35 My Commission Expires 36 10130/2022 4ota&Public in and for the State of Texas ID No.129952648 37 38 END OF SECTION CITY OF FORT WORTH FY16-m9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MER.NIST,WR55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 CITY OF FORT WORTH hY16-0199THI{{I I'RETAIR ANDHI:COH.PROOR AM ANDNY-pN SOUTH SIDEM}:Il.OIS'I'.%V&SS MAIN IMVXOV, 02387&02445 004540-1 Minority Business Enterprise Specifications Page 1 of 2 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 11 regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. 12 13 MBE PROJECT GOALS 14 The City's MBE goal on this project is 25%of the total bid value of the contract(Base bid applies to Parks 15 and Community Services). 16 17 Note: If both MBE and SBE subcontracting goals are established for this project,then an Offeror must 18 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 REQUIRED 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. The Offeror shall 31 deINer the MBE documentation in person to the appropriate employee of the purchasing dlvlslon and 32 obtaln a date/time recelpt. Such receipt shall be evideno2 that the City received the docuimentaflon It} 33 the time allocated. A faxed and/or emailed copy will not be accepted. 34 1. Subcontractor Utilization Form,if received no later than 2:00 p.m., on the second City goal is met or exceeded: business 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 Subcontractor Utilization Form,if business day after the bid opening date,exclusive of the bid participation is less than stated goal: opening date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City Subcontractor Utilization Form,if no business day after the bid opening date,exclusive of the bid MBE participation: opening date. CITY O F FO RT WORTH FYIS CD9 STR4ET REPAIR AND RECON.PROGRAM AND NEM SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised June 9,2015 004540-2 Minority Business Enterprise Specifications Page 2 of 2 4. Prime Contractor Waiver Form,if received no later than 2:00 p.m., on the second City you will perform all business day after the bid opening date, exclusive of the bid contracting/supplier work: opening date. 5. Joint Venture Form,if goal is met or received no later than 2:00 p.m., on the second City exceeded. business day after the bid opening date,exclusive of the bid opening date. 1 FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN 2 3 THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. 4 FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING 5 CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING 6 DISQUALIFIED FOR A PERIOD OF ONE YEAR.THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN 7 8 9 Any Questions, Please Contact The M/WBE Office at(817)212-2674. 10 11 END OF SECTION CITY OF FORT WORTH FY16CD9STREETREPAIRAND RECON,PROCRAMAND NEARSCUTHSIIIEMEO.MT.WBSSMAINIMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised June 9,2015 005243-1 Agreement Page 1 of 5 1 SECTION 00 52 43 2AG EEMENT 3 THIS AGREEMENT, authorized on ''�>/"/,//P 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 Jackson Construction LTD, ,authorized to do business in Texas,acting by and 6 through its duly authorized representative, ("Contractor"). City and Contractor, in consideration 7 of the mutual covenants hereinafter set forth,agree as follows: 8 Article 1.WORK 9 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 10 Project identified herein. 11 Article 2.PROJECT 12 The project for which the Work under the Contract Documents may be the whole or only a part 13 is generally described as follows: 14 FY16-CD9 STREET REPAIR AND RECON, PROGRAM AND NEAR SOUTH SIDE MED. DIST.W&SS 15 MAIN IMPROV. 16 City Proiect Numbers 02387&02445 17 Article 3.CONTRACT PRICE 18 City agrees to pay Contractor for performance of the Work in accordance with the Contract 19 Documents an amount,in current funds,of Six Million one hundred seventy-one thousand 20 three hundred fifty-six and 00/100 Dollars{$ 6,171,356.00 ). 21 Article4. CONTRACTTIME 22 4.1 Final Acceptance. 23 The Work will be complete for Final Acceptance within 430 days after the date when the 24 Contract Time commences to run, as provided in Paragraph 2.03 of the General 25 Conditions, plus any extension thereof allowed in accordance with Article 12 of the 26 General Conditions. 27 4.2 Liquidated Damages 28 Contractor recognizes that time is of the essence for completion of Milestones, if any, 29 and to achieve Final Acceptance of the Work and City will suffer financial loss if the 30 Work is not completed within the time(s) specified in Paragraph 4.1 above. The 31 Contractor also recognizes the delays, expense and difficulties involved in proving in a 32 legal proceeding, the actual loss suffered by the City if the Work is not completed on 33 time. Accordingly, instead of requiring any such proof, Contractor agrees that as 34 liquidated damages for delay (but not as a penalty), Contractor shall pay City Six 35 Hundred and fifty Dollars ($650.00)for each day that expires after the time specified in 36 Paragraph 4.1 for Final Acceptance until the City issues the Final Letter of Acceptance. 37 Article 5,CONTRACT DOCUMENTS 38 5.1 CONTENTS: 39 A. The Contract Documents which comprise the entire agreement between City and 40 Contractor concerning the Work consist of the following: 41 1. This Agreement. 42 2. Attachments to this Agreement: 43 a. Bid Form 44 1) Proposal Form CITY OF FORT WORTH FYI CD95TREETREPAIRANDRECON.PROGRAMAMONEARSOUTHSIDEMED.MST.WMMAINIMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised 11.15.17 005243-2 Agreement Page 2 of 5 45 2) Vendor Compliance to State Law Non-Resident Bidder 46 3) Prequalification Statement 47 4) State and Federal documents(project specific) 48 b. Current Prevailing Wage Rate Table 49 c. Insurance ACORD Form(s) 50 d. Payment Bond 51 e. Performance Bond 52 f. Maintenance Bond 53 g. Power of Attorney for the Bonds 54 h. Worker's Compensation Affidavit 55 i. MBE and/or SBE Utilization Form 56 3. General Conditions, 57 4. Supplementary Conditions. 58 5. Specifications specifically made a part of the Contract Documents by attachment 59 or, if not attached, as incorporated by reference and described in the Table of 60 Contents of the Project's Contract Documents. 61 6. Drawings. 62 7. Addenda. 63 8. Documentation submitted by Contractor prior to Notice of Award. 64 9. The following which may be delivered or issued after the Effective Date of the 65 Agreement and, if issued, become an incorporated part of the Contract 66 Documents; 67 a. Notice to Proceed. 68 b. Field Orders. 69 c. Change Orders. 70 d. Letter of Final Acceptance. 71 72 Article 6.INDEMNIFICATION 73 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 74 expense, the city, its officers, servants and employees, from and against any and all 75 claims arising out of,or alleged to arise out of,the work and services to be performed by 76 the contractor,its officers, agents,employees,subcontractors, licenses or invitees under 77 this contract. This indemnification Provision is specifically intended to operate and be 78 effective even if it is alleged or proven that all or some of the damages being sought 79 were caused, in whole or in part, by any act, omission or negligence of the city. This 80 indemnity provision is intended to include, without limitation, indemnity for costs, 81 expenses and legal fees incurred by the city in defending against such claims and causes 82 of actions. 83 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 85 the city,its officers, servants and employees,from and against any and all loss, damage 86 or destruction of property of the city,arising out of, or alleged to arise out of,the work 87 and services to be performed by the contractor, its officers, agents, employees, 88 subcontractors, licensees or invitees under this contract. This indemnification provision CITY OF FORT WORTH FYB5 C)9STREETREPAIRANPRECON.PROGRAMANONEARSONYNSIDEMED.DIST.WSSSMAINIMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Rev4sed 11.15.17 005243-3 Agreement Page 3 of S 89 is specifically intended to operate and be effective even if it is alleged or proven that all 90 or some of the damages being sought were caused, in whole or in part, by any act, 91 omissionor negligence of the city. ^ 92 93 Article 7.MISCELLANEOUS 94 7.1 Terms. 9S Terms used in this Agreement which are defined in Article 1 of the General Conditions will 96 have the meanings indicated in the General Conditions. 97 7.2 Assignment of Contract. 98 This Agreement, including all of the Contract Documents may not be assigned by the 99 Contractor without the advanced express written consent of the City. 100 7.3 Successors and Assigns. 101 City and Contractor each binds itself, its partners, successors, assigns and legal 102 representatives to the other party hereto, in respect to all covenants, agreements and 103 obligations contained in the Contract Documents. 104 7.4 Severability. 105 Any provision or part of the Contract Documents held to be unconstitutional, void or 106 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 107 remaining provisions shall continue to be valid and binding upon CITY and CONTRACTOR. 108 7.5 Governing Law and Venue. 109 This Agreement, including all of the Contract Documents is performable in the State of 110 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 111 Northern District of Texas, Fort Worth Division. 112 7.6 Authority to Sign. 113 Contractor shall attach evidence of authority to sign Agreement if signed by someone 114 other than the duly authorized signatory of the Contractor. 115 116 7.7 Prohibition On Contracts With Companies Boycotting Israel. 117 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 118 Code, the City is prohibited from entering into a contract with a company for goods or 119 services unless the contract contains a written verification from the company that it: (1) 120 does not boycott Israel;and(2)will not boycott Israel during the term of the contract. 121 The terms "boycott Israel' and "company' shall have the meanings ascribed to those 122 terms in Section 808.001 of the Texas Government Code. 8y signing this contract, 123 Contractor certifies that Contractor's signature provides written verification to the City 124 that Contractor. (1) does not boycott Israel; and (2) will not boycott Israel during the 125 term of the contract. 126 127 7.8 Immigration Nationality Act. 128 Contractor shall verify the identity and employment eligibility of its employees who 129 perform work under this Agreement, including completing the Employment Eligibility 130 Verification Form (1-9). Upon request by City, Contractor shall provide City with copies of 131 all 1-9 forms and supporting eligibility documentation for each employee who performs CITY O F FORT WORTH FY16-0095TREET REPAIR AND RECON_PROGRAM AND NEAR 50DTH SIDE M ED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised 11.15.17 005243-4 Agreement Page 4 of 5 132 work under this Agreement. Contractor shall adhere to all Federal and State laws as well 133 as establish appropriate procedures and controls so that no services will be performed by 134 any Contractor employee who is not legally eligible to perform such services. 135 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS FROM ANY 136 PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF THIS PARAGRAPH BY 137 CONTRACTOR,CONTRACTOR'S EMPLOYEES,SUBCONTRACTORS,AGENTS,OR LICENSEES. 138 City, upon written notice to Contractor,shall have the right to immediately terminate this 139 Agreement forviolations of this provision by Contractor. 140 141 7.9 No Third-Party Beneficiaries. 142 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 143 and there are no third-party beneficiaries. 144 145 7.10 No Cause of Action Against Engineer. 146 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or 147 their sureties, shall maintain no direct action against the Engineer, its officers, employees, 148 and subcontractors, for any claim arising out of, in connection with;or resulting from the 149 engineering services performed. Only the City will be the beneficiary of any undertaking by 150 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 151 whether as on-site representatives or otherwise, do not make the Engineer or its 152 personnel in any way responsible for those duties that belong to the City and/or the City's 153 construction contractors or other entities,and do not relieve the construction contractors 154 or any other entity of their obligations, duties, and responsibilities, including, but not 155 limited to, all construction methods, means, techniques, sequences, and procedures 156 necessary for coordinating and completing all portions of the construction work in 157 accordance with the Contract Documents and any health or safety precautions required 158 by such construction work. The Engineer and its personnel have no authority to exercise 159 any control over any construction contractor or other entity or their employees in 160 connection with their work or any health or safety precautions. 161 162 SIGNATURE PAGE TO FOLLOW 163 CITY OF FORT WORTH FYI 6-09 STREET REPAIR AND RECON.PROGRAM MIDNEAI SOUTH SIDE MED.DIST.W95S MAIN IMPROV. STAN DARD CONSTRUCTION SPECIFICATION DOCU M E NTS 02387&02445 Revised 11.15.17 005243-5 Agreement Page 5 of 5 164 165 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective 166 as of the date subscribed by the City's designated Assistant City Manager("Effective Date"). 167 Contractor: City of Fort Worth Jackson Construction LTD. By. Su an A In By: Assis ant City Manager Date 1� 2'D g �� ® �• NOV Attest: (� (Printed Name) City Secretary Title: Idog (Seal) ,,.• _ Address: 5112 Sun Valley Drive M&C Date: /2 /1 /� City/State/Zip: Form 1295 No. 2015-L�-1419I�] Fort Worth Texas 76119 Contract Compliance Manager: By signing,I acknowledge that I am the person responsible Date forthe monitoring and administration of this contract, including ensuring all performance and reporting requirements. Ma Nann ., , PMP ry Senio r slonal Engineer Approved as to Form and Legality: Douglas aWBIack Assistant City Attorney 168 169 Nteve LALRECOMME N D: 170 171 (J10 172 ooke, 173 Interim Director, 174 Transportation and Public Work >� `f"Iffr CITY OF FORT WORTH FYIGcDSSTREET REPAIRAND RECON.PROGRAM NE SIOEMEO.OIET.WBSSMAINIMPRO STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS gp�e��y� 4 Revised 11.15.17 fi WORM TX Bond4f 1068439 00 61 13-1 PERFORMANCE BOND Page 1 of 2 1 SECTION 00 6113 2 PERFORMANCE BOND = 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Jackson Construction LTD. J known as"Principal" herein and 9 The Hanover Insurance Company a corporate surety(sureties, if more than 10 one)duly authorized to do business in the State of Texas,known as"Surety" herein (whether 11 one or more), are held and firmly bound unto the City of Fort Worth,a municipal corporation 12 created pursuant to the laws of Texas,known as"City" herein, in the penal sum of, Six 13 Million one hundred seventy-one thousand three hundred fifty-six and 00 100 Dollars 14 ($ 6,171.356.00 ),lawful money of the United States,to be paid in Fort Worth,Tarrant 15 County,Texas for the payment of which sum well and truly to be made,we bind ourselves,our 16 heirs, executors,administrators,successors and assigns,jointly and severally,firmly by these 17 presents. 18 WHEREAS,the Principal has entered into a certain written contract with the City 19 awarded the lith day of Decembers 2018, which Contract is hereby referred to and made a part 20 hereof for all purposes as if fully set forth herein,to furnish all materials,equipment labor and 21 other accessories defined by law, in the prosecution of the Work, including any Change Orders, 22 as provided for in said Contract designated as 23 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH.SIDE MED. 24 DIST. W&SS MAIN IMPROV.,City Project Numbers 02387&02445 25 NOW,THEREFORE,the condition of this obligation is such that if the said Principal shall 26 faithfully perform it obligations under the Contract and shall in all respects duly and faithfully 27 perform the Work, including Change Orders,under the Contract,according to the plans, 28 specifications, and contract documents therein referred to,and as well during any period of 29 extension of the Contract that may be granted on the part of the City,then this obligation shall 30 be and become null and void,otherwise to remain in full force and effect. 31 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 32 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 33 Worth Division. CIN OF FORT WORTH FYV,WS 5TRFEr REPA1RAN9RICOW PROGRAM AND NFAASOM451PE MEd,KIST.W&55 NIIN IMMDV. 02387&02445 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Ju ly 1,2011 006113-2 PERFORMANCE BOND Page 2 of 2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of 2 the Texas Government Code, as amended,and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALER this 7F- 5 instrument by duly authorized agents and officers on this the day of J WA77184r:�_al�'— 6 20 PRINCIPAL: 7 Jackson Construction Ltd. 8 9 ATTEST: 10 BY: 7� ✓Il�/l 11 Signatur 12 1310Z � Troy L Jackson, President 14 (Pri cipal)Secret Nance and Title 15 16 Address: 5112 Sun Valley Drive 17 - Fort Worth,Texas 76119 18 19 W ness as to Principal 20 SURETY: 21 The Hanover Insurance Company J� 22 23 24 BY: - 25 Sig ature 26 27 Jack M Crowley, Attorney in Pact 28 Name and Title 29 30 Address: 15305 Dallas Parkway, #1100 31 Addison, TX 75001 32 33 34 Witness as to Surety Telephone Number: 972--385 9800 35 Hanover Dallas Office 214-750-3908 36 Dallas Manager Mike Walker, Cell 817 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract504-4717 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. CITY OF FORT WORTH Fy]( p9S]%EE KPAIRAND Rli OM M6GMMMDNL050UTR SM11 MED,DIST WLSS MAN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 006114-1 Bond# 1068039 PAYMENT BOND Page 1 of 2 1 SECTION 00 6114 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we, Jackson Construction LTD. known as"Principal" herein, and 9 The Hanover Insurance Company a corporate surety 10 (sureties), duly authorized to do business in the State of Texas,known as"Surety" herein 11 (whether one or mare),are held and firmly bound unto the City of Fort Worth,a municipal 12 corporation created pursuant to the laws of the State of Texas,known as"City" herein,in the 13 penal sum of Six Million one hundred seven!Y7thousand_three fift -six and 14 00/100 Dollars($ 6.171.356.00 },lawful money of the United States,to be paid in Fort 15 Worth,Tarrant County,Texas,for the payment of which sum well and truly be made, we bind 16 ourselves,our heirs,executors,administrators,successors and assigns,jointly and severally, 17 firmly by these presents: 18 WHEREAS,Principal has entered into a certain written Contract with City,awarded the 19 lith day of December 2018,which Contract is hereby referred to and made a part hereof for all 20 purposes as if fully set forth herein,to furnish all materials,equipment, labor and other 21 accessories as defined by law,in the prosecution of the Work as provided for in said Contract 22 and designated as 23 FY 16-CD9 STREET REPAIR AND RECON. PROGRAM AND NEAR SOUTH SIDE MED. 24 DIST. W&SS MAIN IMPROV. 25 Cily Project No.0238'1 02445 26 27 NOW,THEREFORE,THE CONDITION OF THIS OBLIGATION is such that if Principal shall 28 pay all monies owing to any(and all)payment bond beneficiary (as defined in Chapter 2253 of 29 the Texas Government Code,as amended)in the prosecution of the Work under the Contract, 30 then this obligation shall be and become null and void; otherwise to remain in full force and 31 effect. CITY OF FORT waRTk Ey,bWSISEREET REPAIR AND RECON. AM PROGRANb NEPA SOUTH 51D+MEP-DIST.W&55 MAW IMPRov. OZ387&02445STANDARD CONSTRUCTION SPFCIFICATION DOCUMENTS Revised July 1,2011 006114-2 PAYMENT BOND Page 2of2 1 This bond is made and executed in compliance with the provisions of Chapter 2253 of 2 the Texas Government Code,as amended,and all liabilities on this bond shall be determined in 3 accordance with the provisions of said statute. 4 IN WITNESS WHEREOF,the Principal and Surety have each SIGNED and SEALED this 5 instrument by duly authorized agents and officers on this the day of 6yMO—rh7l 20 19 . PRINCIPAL: Jackson Construction Ltd. ATTEST: BY: ���GGl1l 5'];� I ature Q( pq Troy L Jackson, President (Pri ipal)Secre Name and Title Address: 5112 Sun Valley Drive Fort Worth,Texas 76119 Witoess as to Principal SURETY: The Hanover Insurance Company ATTEST: BY: signature �` Q Jack M Crowley, Attorney in Fact A" (Surety)Secretary Name and Title Address: X305 Dallas Parkway, #1100 Addison, TX 75001 Witness as to Surety Telephone Number: 972-385-9800 7 Hanover Dallas office 214-750-3908 Mike Walker allas Managi Cell 817 8 Note: If signed by an officer of the Surety, there must be on file a certified extract from the Ce11 817 9 bylaws showing that this person has authority to sign such obligation. If Surety's physical 504-4717 10 address is different from its mailing address, both must be provided. 11 12 The date of the bond shall not be prior to the date the Contract is awarded. 13 END OF SECTION CITY OF FORT WORTH SY36-C94 MEET REPAIR AND RECDR.PROGRAM AND NEARSOVTH SIDE MED,DbT.WRSSN INIMPROV_ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2D11 006119-1 MAINTENANCE BOND Bond# 1068039 Page 1 of 3 SECTION 00 61 19- 2 MAINTENANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Jackson Construction LTD._ known as"Principal" herein and 9 The Hanover Insurance Company a corporate surety(sureties, if more than 10 one)duly authorized to do business in the State of Texas, known as"Surety" herein(whether 11 one or more),are held and firmly bound unto the City of Fort Worth, a municipal corporation 12 created pursuant to the laws of the State of Texas, known as"City'herein,in the sum of Six 13 Million one hundred seventy-one thousand three hundred fifty-six and 00/100 Dollars 14 ($ 6.171,3S6.00 __),lawful money of the United States,to be paid in Fort Worth,Tarrant 15 County,Texas,for payment of which sum well and truly be made unto the City and its 16 successors,we bind ourselves,our heirs, executors,administrators,successors and assigns, 17 jointly and severally,firmly by these presents. 18 19 WHEREAS,the Principal has entered into a certain written contract with the City awarded the 20 lith day of December,2018,which Contract is hereby referred to and a made part hereof for all -21 purposes as if fully set forth herein,to furnish all materials,equipment labor and other 22 accessories as defined by law,in the prosecution of the Work,including any Work resulting from 23 a duly authorized Change Order(collectively herein,the"Work")as provided for in said contract 24 and designated as 25 FY16-CD9 STREET REPAIR AND RECON. PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS 26 MAIN IMPROV, 27 Citv Proiect No.02387&02445 28 29 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 30 accordance with the plans,specifications and Contract Documents that the Work is and will 31 remain free from defects in materials or workmanship for and during the period of two(2)years 32 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 33 CITY OF FORT WORTH Py)fi CDS MEr REPAIR AND RECON.PROGRAM AND NEAR SOIRN SIDE MEP.DISC.W&SS MLN IMPROV. 02387&02445 STANDARD CONSTRUCnON SPECIFICATION DOCUMENTS Revised July 1,2011 006119-2 MAINTENANCE BOND Page 2 of 3 1 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in part upon 2 receiving notice from the City of the need therefor at any time within the Maintenance Period. 3 4 NOW THEREFORE,the condition of this obligation is such that if Principal shall remedy 5 any defective Work,for which timely notice was provided by City,to a completion satisfactory 6 to the.City,then this obligation shall become null and void;otherwise to remain in full force and 7 effect. 8 9 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 10 noticed defective Work,it is agreed that the City may cause any a nd all such defective Work to 11 be repaired and/or reconstructed with all associated costs thereof being borne by the Principal 12 and the Surety under this Maintenance bond;and 13 14 PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in 15 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 16 Worth Division;and 17 18 PROVIDED FURTHER,that this obligation shall be continuous in nature and successive 19 recoveries may be had hereon for successive breaches. 2© CITY OF FORT WORTH FYI4Mg STREET REPAIR AND REMN.PRDGRAM AND NEAR SOUTR SIOE MED,DIST.WW MAIW IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 006119-3 MAINTENANCE BOND Page 3 of 3 1 IN WITNESS WHEREOF,the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the day of -Dn,43 Ele— 3 20 4 PRINCIPAL: 5 Jackson Construction Ltd. 6 7 8 ATTEST: BY:_ 9 Signatur 10 11 12 Troy L Jackson President 13 (Principal)Secretary Name and Title 14 15 Address: 5112 Sun Valley Drive_ 16 Fort Worth,Texas 76119 17 �eGI 18Itness Las to Principal 19 SURETY: 20 The Hanover Insurance Company 21 22 23 ATTEST: BY: 24 7 Signature 25 - 25 Jack M Crowley, Attorney in Fact 27 surety SecretaryName and Title 28 29 Address: 15305 Dallas Parkway, #1100 30 Addison, TX 75001 31 32 33 Witness as to Surety Telephone Number: 972-385-9800 34 Hanover Dallas Office 214-750-3908Dallas35 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract Manager 36 from the by-laws showing that this person has authority to sign such obligation. If Mike Walker 37 Surety's physical address is different from its mailing address, both must be provided. Cell 817 39 The date of the bond shall not be prior to the date the Contract is awarded. 504--4717 39 CITY OF FORT WORTH R IS.CDS STRECT RFPAIR AND R{CON.AROGRAM ANP NEAR SOUTH SIDE MED.DIST.W&SS MAIN[MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 THE HANOVER INSURANCE COMPANY MASSACHUSETTS BAY INSURANCE COMPANY CITIZENS INSURANCE COMPANY OF AMERICA POWER OF ATTORNEY THIS Power of Attorney limits the acts of those named herein,and they have no authority to bind the Company except in the manner and to the extent herein stated_ KNOW ALL PERSONS BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY and MASSACHUSETTS BAY INSURANCE COMPANY,both being corporations organized and existing under the laws of the State of New Hampshire,and CITIZENS INSURANCE COMPANY OF AMERICA,a corporation organized and existing underthe laws of the State of Michigan,(hereinafter individually and collectively the"Company')does hereby constitute and appoint, Steven R.Foster,Jack M.Crowley and/or Tonie Petranek Of Willis of Texas,Inc.of Dallas,TX each individually,if there be more than one named,as its true and lawful attorney(s)-in-fact to sign,execute,seal, acknowledge and deliver for,and on its behalf,and as its act and deed any place within the United States,any and all surety bonds, recognizances, undertakings,or other surety obligations.The execution of such surety bonds,recognizances,undertakings or surety obligations,in pursuance of these presents,shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company,in their own proper persons.Provided however,that this power of attorney limits the acts of those named herein;and they have no authorityto bind the Company except in the manner slated and to the extent of any limitation stated below: Any such obligations in the United States,not to exceed Thirty Five Million and No/100($35,000,000)in any single instance That this power is made and executed pursuant to the authority of the following Resolutions passed by the Board of Directors of said Company,and said Resolutions remain in full force and effect: RESOLVED: That the President or any Vice President, in conjunction with any Vice President, be and they hereby are authorized and empowered to appoint Attorneys-in-fact of the Company,in its name and as it acts,to execute and acknowledge for and on its behalf as surety, any and all bonds,recognizances,contracts of indemnity,waivers of citation and all otherwritings obligatory in the nature thereof,with power to attach thereto the seal of the Company.Any such writings so executed by such Attorneys-in-fact shall be binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company in their own proper persons. RESOLVED:That any and all Powers of Attorney and Certified Copies of such Powers of Attorney and certification in respect thereto,granted and executed bythe President or Vice President in conjunction with any Vice President of the Company,shall be binding on the Company to the same extent as if all signatures therein were manually affixed,even though one or more of any such signatures thereon may be facsimile. (Adapted October 7,1981—The Hanover Insurance Company;Adopted April 14,1982—Massachusetts Bay Insurance Company;Adopted September 7,2001—Citizens Insurance Company of America) IN WITNESS WHEREOF,THE HANOVER INSURANCE COMPANY,MASSACHUSETTS BAY INSURANCE COMPANY and CITIZENS INSURANCE COMPANY OF AMERICA have caused these presents to be sealed with their respective corporate seals,duly attested by two Vice Presidents,this 12th day of February,2018. Tr—Haaoverlmt3—ComPanY Thre Han—l—rarace C mpa+sy SyFas6aEhusetts Bay i�sufral+Ge Caynparly C—p.ny cf AmerE[a 04r H {' z ` • rpr■ L John C.Roche„ENT andYresident 3arrte�H._Kavnecl i,'Vice Pressdrnt THE COMMONWEALTH OF MASSACHUSETTS ) COUNTY OF WORCESTER On this 12'h day of February,2018 before me came the above named Vice Presidents of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,to me personally known to be the individuals and officers described herein,and acknowledged that the seals affixed to the preceding instrument are the corporate seals of The Hanover Insurance Company,Massachusetts Bay Insurance Company and Citizens Insurance Company of America,respectively,and that the said corporate seals and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Coroorations- Ak MAIC;T MA !NO Nday Pubft - OMM as:a W G1m�mdrliDn — �o,?nlWy r'ealelic �'A A NW M t'Cannm�ssit4n r pi—X,tnti.h 4,2022 1,the undersigned Vice President of The Hanover insurance Company, Massachusetts Bay Insurance Company and Citizens Insurance Company of America,hereby certify that the above and foregoing is a full,true and correct copy of the Original Power of Attorney issued by said Companies,and do hereby further certify that the said Powers of Attorney are still in force and effect. GIVEN under my hand and the seals of said Companies,at Worcester,Massachusetts,this day of � nQr / 211/8 CERTIFIED COPY w� "I'§srruiarc�i.Iti3�rtlntx.Yirs T'r�;ic€eslt. A11 17ie n aver The Hanover Insurance Company 1440 Lincoln Street,Worcester,MA 01653 Insurance Group® Citizens Insurance Company of America 1 645 West Grand River Avenue,Howell,Mi 48843 Texas Complaint Notice IMPORTANT NOTICE AVISO IMPORTANTE To obtain information or make a complaint: Para obtener information o para someter una queja: You may call The Hanover Insurance Company/Citizens Usted puede llamar al numero de telefono gratis de The Insurance Company of America's toll-free telephone Hanover Insurance Company/Citizens Insurance Company number for information or to make a complaint at: of America's para informacion o para someter una queja al: 1-800-608-8141 1-800-608-8141 You may also write to The Hanover Insurance Company/ Usted tambien puede escribir a The Hanover Insurance Citizens Insurance Company of America at: Company/Citizens Insurance Company of America al: 440 Lincoln Street 440 Lincoln Street Worcester, MA 01615 Worcester, MA 01615 You may contact the Texas Department of Insurance to Puede comunicarse con el Departamento de Seguros de obtain information on companies, coverages, rights or Texas para obtener informacion acerca de companies, complaints at: coberturas, derechos o quejas al: 1-800-252-3439 1-800-252-3439 You may write the Texas Department of Insurance: Puede escribir al Departamento de Seguros de Texas: R O. Box 149104 P. O. Box 149104 Austin,TX 78714-9104 Austin, TX 78714-9104 Fax: (512) 475-1771 Fax: (512) 475-1771 Web: http://www.tdi.texas.gov Web: http://www.tdi.texas.gov E-mail: ConsumerProtection@tdi.state.tx.us E-mail: ConsumerProtection@tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: DISPUTAS SORE PRIMAS O RECLAMOS: Should you have a dispute concerning your premium or Si tiene una disputa concerniente a su prima o a un rec- about a claim you should contact the agent or the com- lamo, debe comunicarse con el agente o la compania pany first. If the dispute is not resolved, you may contact primero. Si no se resuelve la disputa, puede entonces the Texas Department of Insurance. comunicarse con el departamento (TDI). ATTACH THIS NOTICE TO YOUR POLICY: This notice is UNA ESTE AVISO A SU POLIZA: Este aviso es solo para for information only and does not become a part or con- proposito de informacion y no se convierte en parte o dition of the attached document. condition del documento adjunto. 981-1457(6112) West, Jennifer From: West,Jennifer Sent: Monday, December 10,2018 12:05 PM To: 'Carmen Estep' Cc: 'jack.Crowley@willistowerswatson.com';TPW Contracts;Hanna, Mary Subject: RE: FY19-CD19 Street Repair and Recon CONTRACTS Attachments: CO2387-Dated Bonds 12.10.18.pdf Carmen, Please find attached a copy of the dated bonds and Power of Attorney, per Mr.Crowley's request. This email will become part of the contract and will be located immediately following the bonds in case you need to refer to it at a later date. This contract will route for execution on Wednesday morning. If you have any questions, please don't hesitate to contact me. Thank you, Jennifer West Capital Delivery Contract Coordinator Transportation and Public Works 200 Texas Street Fort Worth,Texas 76102 817.392.7233 Phone 817.392,8092 Fax Jen nifer.West cr,fartNNrorthtexasgav_ City of Fort Worth—Working together to build a strong community. From:Carmen Estep [mailto:CarmenE@jacksontx.netj Sent: Monday, December 10, 2018 10:47 AM To:West,Jennifer<Jennifer.West@fortworthtexas.gov> Subject: FW: FY19-CD19 Street Repair and Recon CONTRACTS Jennifer: Jack has given permission for the bonds to be dated. Will you do that and send me a copy? Thank you, Carmen Estep Jackson Construction, Ltd 5112 Sun Valley Drive Fort Worth, TX 76113 817-572-3303 Office 1 817-478-0443 Fax From:Crowley,Jack[malito:Jack.Crowlev@WillisTowersWatson com] Sent: Monday, December 10,2018 10:42 AM To:Carmen Estep(Carme'nE _Jacksontx.net)<CarmenE@Jacksontx.net> Subject: FW: FY19-CD19 Street Repair and Recon CONTRACTS Carmen,Yes . Please date the Bonds on my behalf. I would Ilke a copy scanned to me after they are dated. Thanks,Jack Jack Crowley,Vice President,Surety Willis Towers Watson Willis of Texas, Inc. 15305 North Dallas Parkway,#1100,Addison,TX 75001 Direct:972-715-6232, Mobile:817-360-1922,Jack Crowle WillisTowersWatson.com, www.willistowerswatson.com Follow Willis Towers Watson on social media From: Carmen Estep [mailto:CarmenE@iacksontx.net] Sent: Monday, December 10, 2018 10:36 AM To: Crowley,Jack Subject: FW: FY19-CD19 Street Repair and Recon CONTRACTS Jack: Please see below. May we date the bonds? Thank you, Carmen E'step L Jackson Construction, Ltd 5112 Sun Valley Drive Fort Worth, TX 76119 817-572-3303 Office 817-478-0443 Fax From:West,Jennifer[mailto:Jennifer.West�fortworthtexas. ov] Sent: Monday, December 10,2018 10:28 AM To:Carmen Estep<CarrnenEEacksontx.net> Cc: Hanna, Mary<Marv.Hanna@fortworthtexas.gov>;TPW Contracts<TPWContracts@fortworthtexas.gov> Subject: FW: FY19-CD19 Street Repair and Recon CONTRACTS Carmen, Nicole brought to my attention that the agreement was not dated. I provided an updated document, but it didn't make it in the final contract. See email string below. 2 If Mr, Crawley is willing to provide written authorization for the City of Fort Worth to date these documents on his behalf, I will date them in order io prevent someone from having to come pick them up. Thank you, Jennifer West Capital Delivery Contract Coordinator Transportation and Public Works 200 Texas Street Fort Worth,Texas 76102 817.392.7233 Phone 817.392.8092 Fax Jetinifer.West(a)fortworthtexas. City ofFort�Worth---Working together to build a strong community. FORTWV\fI'll From:West,Jennifer Sent: Monday, December 3,2018 9:26 AM To: 'Nicole'<nicole ,jacksonconstruction.net> Cc:Manna, Mary<Mary.Hanna@fortworthtexas.gov>;TPW Contracts<TPWContracts fortworthtexas. ov> Subject:RE:FY19-CD19 Street Repair and Recon CONTRACTS Nicole, just spoke with the assistant to the department director and was informed the Council Meeting for December 11"'has not been cancelled and that the calendar was mistakenly updated. I've attached a dated agreement for your use. I apologize for any confusion. Thank you, Jennifer West Capital Delivery Contract Coordinator Transportation and Public Works 200 Texas Street For( Worth, Texas 76102 817.392,7233 Phone 817.392,8092 T-'ax Jennifer.Westr(z?,fortworthtexas.pov City of Fort Worth--Working together to build a strong community. FORT WORTH. From:West,Jennifer Sent: Monday, December 3,2018 9:03 AM 3 To: 'Nicole'<nicole iacksonconstruction.net> Cc:Hanna, Mary<Mary.HannaC@fortworthtexas.gov>;TPW Contracts<TPWContracts fortworthtexas. ov> Subject: RE: FY19-CD19 Street Repair and Recon CONTRACTS Good Morning Nicole, The bonds are predated with the scheduled M&C date; however, it looks like the City Council Meeting has been cancelled. I've attached new forms without the date. Per the legal department, City employees should not be dating bonds on behalf of the Surety unless some form of written authorization is provided and this should only be done under extenuating circumstances. I would recommend confirming this contract is on the Council agenda the Monday prior to the Council date to ensure the bonds are dated properly. You may access the City Counil &Committee Calendar via our website at httL)Ijfortworthtexas.gov/calendar/""co.uncil ■ Y III . Ihallh f-pFrlrWUrr I d5 +•Inlrlrl III.nr.1�1_Vr.1fJ lF.ar,. I I I r . •4 til- 1*Ynk.+l WrRahm rhhr r 11I TNpM iqp rbYeq JLw L3q Cvlin II .,a.,Ia\r Mlxlxl lMl'11+r,YnN111r, 1.3r Y ilii,IANI'raw�, i'n.lrrkd! [7L7t'gwpri4#wrrk�lv+ra��� k 114f rk,IEm ui 30F*■rwr 116w4111,rin I,r.,.11..J (]IIif Yt' 4.71'/L.'r11W A hirrLiFl# 1}x Ir rIF f Arr aftP 1511r,CUY I!aft ZINI jkv Please let me know if you have any questions or if I can be of further assistance. Thank you, Jennifer West Capital Delivery Contract Coordinator Transportation and Public Works 200 Texas Street Fort Worth,Texas 76102 817.192.7233 Phone 817.392.8092 Fax Jel.n'lifer.West{l_fortworthtexas.gov City of Fort Worth—Working together to build a strong community. FORT WO RTH From: Nicole[ma iIto.nicole(a)iacksonconstruction.net] Sent: Monday, December 3, 2018 8:13 AM To:West,Jennifer<JennifenWest fortworthtexas, ov> Subject: FY19-CD19 Street Repair and Recon CONTRACTS Good Morning, On the bond forms-it looks like they are dated already for 12/11.... But the contract itself isn't dated. I'm assuming our bonding company needs to leave the bonds date blank?They normally are blank and filled in later by the City with the contracts when they are fully executed. Please advise.Thanks! Thank you, Nicole McCollum Jackson Construction 5112 Sun Valley Dr Fort Worth, TX 76119 Phone: 817-572-3303 Fax:817-478-0443 For information pertaining to Willis Towers Watson's email confidentiality and monitoring policy,usage restrictions,or for specific company registration and regulatory status information,pleasF visit httE./1www.wil[is.com/ern ail trailer.as x You may receive direct marketing Communicat€ons f:nm Willis Towers Watson,9f aa,you have the right to opt out of these communications.Ycru can opt CIA of these communications or request a copy of Wiit€s Towers Watson's privacy notice by emailing unsubs ribe willistowerswatson.com. 5 Page 1 of 2 DATE(MMlDDIYYYY) ACOEP CERTIFICATE OF LIABILITY INSURANCE 11/30/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Willis of Texas, Inc. PHONE _ FAX ' AfC No Est: 1-877-995-7378 1-868-467-2378 AIC c/o 26 Century Blvd EMAIL No: P.O. Box 305191 ADDRESS: certificates@willis.com Nashville, TN 372305191 USA INSURER(SI AFFORDING COVERAGE NAIC# INSURERA: Charter Oak Fire insurance Company 25615 INSURED INSURER B: Travelers indemnity Company of America 25666 Jackson Construction Ltd. 5112 Sun Valley Drive INSURER C: Travelers Property Casualty Company of Ame 25674 Fort Worth, TX 76119 INSURER D: Texas Mutual Insurance Company 22945 INSURER E: Travelers Indemnity Company 25658 INSURER F: COVERAGES CERTIFICATE NUMBER:W9023746 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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 POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. [NSADDLSUBRPOLICY EFF POLICY EXP R LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDDIIYYYY) (MM/DDIYYYYI LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 CLAIMS-MADE [X1OCCURPREMISES FR o cuE ence $ S00,00 A MED EXP(Any one person) $ 5,0() Y CO-3L779865 10/01/2018 10/01/2019 PERSONAL&ADV INJURY $ 1,000,00 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,00 POLICY[�X]IRI LOG PRODUCTS-COMPIOPAGG $ 2,000,00 JE OTHER: $ AU_TOMOBILELIABIUTY COaMaBcINEDSINGLE LIMIT $ 1,000,00 ent X ANYAUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED y 810-3L404754-18-26-G 10/01/2018 10/01/2019 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS x HIRED X NON-OWNED (Per PERT n DAMAGE $� AUTOS ONLY AUTOS ONLY — C X UMBRELLALIAB X OCCUR EACH OCCURRENCE $ 10,000,00 EXCESS LIAB CLAIMS-MADE ZUP31M04110-18-NF 10/01/2018 10/01/2019 AGGREGATE $ 10,000,00 DED X RETENTION$10,000 $ WORKERS COMPENSATION X PEROTH- AND EMPLOYERS'L3ABILITY YIN STATUTE ER D ANYPROPRIETORIPARTNERIEXECUTIVE El.EACH ACCIDENT $ 1,000,00 OFFICERIMEMBEREXCLUDED7No NIA Y 0001161633 10/01/2018 10/01/2019 1,000,00 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 E Railroad Protective DT-SPS-8J936986-IND-18 D9/25/2018 09/25/2019 Each Occurrence $5,000,000 Aggregate $10,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS!VEHICLES( 101,Additional Remarks Schedule,may be attached if more space is required) Umbrella Liability follows form to the underlying coverages. Project: FW South Pavement Replacement; FY16 - CD 9 Street Repair and Reconstruction Program; FY16 - CD9 Near South Side Med. Dist. Water and Sanitary Sewer Main Improvements; City Project No. 02387 & 02445 City of Fort Worth is included as an Additional Insured as respects to General Liability and Automobile Liability. 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 AUTHORIZED REPRESENTATIVE 200 Texas Street -pQQ�1 Fort Worth, TX 76102 ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD 8R Io: 17126569 BATCH: 972908 AGENCY CUSTOMER ID: LOC#: AC REW ,ADDITIONAL REMARKS SCHEDULE Page 2 of 2 AGENCY NAMED INSURED Jackson Conatruction Ltd. Willis of Texas, Inc. 5112 Sun Valley Drive POLICY NUMBER Fort Worth, TX 76119 See Page 1 CARRIER NAIC CODE See Page 1 See Page 1 I EFFECTIVE DATE:See page 1 ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE. Certificate of Liability Insurance General Liability and Automobile Liability policies shall be Primary and Non-Contributory with any other insurance in force for or which may be purchased by Additional Insured. Waiver of Subrogation applies in favor of Additional insured with respects to Workers' Compensation, as permitted by law. ACORD 101(2008101) O 2008 ACORD CORPORATION. All rights reserved, The ACORD name and logo are registered marks of ACORD SR ID: 17126569 BATCH: 972908 CERT: W9023746 COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. CONTRACTORS XTEND ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to this Coverage Part,and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement_ The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages. Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights,duties, and what is and is not covered. A. Aircraft Chartered With Pilot H. Blanket Additional insured — Lessors Of Leased B. Damage To Premises Rented To You Equipment C. Increased Supplementary Payments I. Blanket Additional Insured — States Or Political Subdivisions--Permits D. Incidental Medical Malpractice J. Knowledge And Notice Of Occurrence Or Offense. Who is An Insured— Newly Acquired Or Formed K. Unintentional Omission Organizations F. Who is An Insured— Broadened Named Insured L. Blanket Waiver Of Subrogation —Unnamed Subsidiaries M. Amended Bodily Injury Definition G. Blanket Additional Insured — Owners, Managers N. Contractual Liability—Railroads Or Lessors Of Premises PROVISIONS INJURY AND PROPERTY DAMAGE LI- A. AIRCRAFT CHARTERED WITH PILOT ABILITY: The following is added to Exclusion g., Aircraft, Exclusions c. and g. through n. do not apply Auto Or Watercraft,in Paragraph 2.of SECTION to "premises damage". Exclusion f.(1)(a) I — COVERAGES — COVERAGE A BODILY IN- does not apply to"premises damage"caused JURY AND PROPERTY DAMAGE LIABILITY: by: This exclusion does not apply to an aircraft that a. Fire; is: b. Explosion; (a) Chartered with a pilot to any insured; c. Lightning; (b) Not owned by any insured;and d. Smoke resulting from such fire,explosion, (c) Not being used to carry any person or prop- or lightning;or erty for a charge. e. Water; B. DAMAGE TO PREMISES RENTED TO YOU unless Exclusion f. of Section [—Coverage A 1. The first paragraph of the exceptions in Ex- — Bodily injury And Property Damage Liability a To Prop", in Para- is replaced by another endorsement to this graph 2. clusion Damage of SECTION I — COVERAGES -- Coverage Part that has Exclusion—All Pollu- COVERAGE A BODILY INJURY AND tion Injury Or Damage or Total Pollution Ex- PROPERTY DAMAGE LIABILITY is deleted. clusion in its title. 2. The following replaces the last paragraph of A separate limit of insurance applies to Paragraph 2., Exclusions, of SECTION I — "premises damage" as described in Para- COVERAGES — COVERAGE A. BODILY graph 6. of SECTION III -- LIMITS OF IN- SURANCE. CG D3 16 11 11 ©2011 The Travelers Indemnity company.All rights reserved. Page 1 of 6 COMMERCIAL GENERAL LIABILITY 3. The following replaces Paragraph 6. of SEC- C. INCREASED SUPPLEMENTARY PAYMENTS TION III—LIMITS OF INSURANCE: 1. The following replaces Paragraph 1.b. of Subject to S. above, the Damage To Prem- SUPPLEMENTARY PAYMENTS — COVER- ises Rented To You Limit is the most we will AGES A AND B of SECTION I — COVER- pay under Coverage A for damages because AGE: of"premises damage" to any one premises. b. Up to $2,50D for the cost of bail bonds The Damage To Premises Rented To You required because of accidents or traffic Limit will apply to all "property damage" law violations arising out of the use of any proximately caused by the same "occur_ vehicle to which the Bodily Injury Liability rence", whether such damage results from: Coverage applies.We do not have to fur- fire;explosion; lightning;smoke resulting from nish these bonds. such fire, explosion, or lightning; or water; or any combination of any of these causes. 2. The following replaces Paragraph 1.d. of SUPPLEMENTARY PAYMENTS — COVER- The Damage To Premises Rented To You AGES A AND B of SECTION I — COVER- Limit will be: AGES: a. The amount shown for the Damage To d. All reasonable expenses incurred by the Premises Rented To You Limit on the insured at our request to assist us in the Declarations of this Coverage Part; or investigation or defense of the claim or b. $300,000 if no amount is shown for the "suit", including actual loss of earnings up Damage To Premises Rented To You to $500 a day because of time off from Limit on the Declarations of this Coverage work. Part. D. INCIDENTAL MEDICAL MALPRACTICE 4. The following replaces Paragraph a. of the 1. The following is added to the definition of"oc- definition of"insured contract" in the DEFINI- currence"in the DEFINITIONS Section: TIONS Section: "Occurrence" also means an act or omission a. A contract for a lease of premises. How- committed in providing or failing to provide ever, that portion of the contract for a "incidental medical services", first aid or lease of premises that indemnifies any "Good Samaritan services"to a person. person or organization for "premises 2. The following is added to Paragraph 2.a.(1)of damage"is not an"insured contract"; SECTION II—WHO IS AN INSURED: 5. The following is added to the DEFINITIONS Paragraph (1)(d) above does not apply to Section: "Premises damage" means "bodily injury" arising out of providing or fail- "Premises "property dam- ing to provide.- age" rovide:age"to: a. Any premises while rented to you or tem- fi} "Incidental medical services" any of your "employees" who is a nurse practi- porarily occupied by you with permission tioner, registered nurse, licensed practical of the owner;or nurse, nurse assistant, emergency medi- b. The contents of any premises while such cal technician or paramedic;or premises is rented to you, if you rent such (ii) First aid or"Good Samaritan services" by premises for a period of seven or fewer consecutive days. any of your "employees" or "volunteer workers", other than an employed or vol- 6. The following replaces Paragraph 4.b.(1)(b) of SECTION IV—COMMERCIAL GENERAL untdoctor. Any such "employees" or "volunteer workers" providing or failing to LIABILITY CONDITIONS: provide first aid or"Good Samaritan ser- (b) That is insurance for"premises damage"; vices"during their work hours for you will or be deemed to be acting within the scope 7. Paragraph 4.b.(1)(c) of SECTION IV — of their employment by you or performing COMMERCIAL GENERAL LIABILITY CON- duties related to the conduct of your busi- DITIONS is deleted. ness. Page 2 of 6 ©2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 COMMERCIAL GENERAL LIABILITY 3. The following is added to Paragraph 5. of 4. Any organization you newly acquire or form, SECTION III—LIMITS OF INSURANCE. other than a partnership,joint venture or lim- For the purposes of determining the applica- ited liability company, of which you are the ble Each Occurrence Limit, all related acts or sole owner or in which you maintain the ma- omissions committed in providing or failing to jority ownership interest, will qualify as a provide"incidental medical services", first aid Named Insured if there is no other insurance or"Good Samaritan services"to any one per- which provides similar coverage to that Or- son will be deemed to be one"occurrence". ganization. However: 4. The following exclusion is added to Para- a. Coverage under this provision is afforded graph 2., Exclusions, of SECTION I—COV- only: ERAGES—COVERAGE A BODILY INJURY (1) Until the 180th day after you acquire or AND PROPERTY DAMAGE LIABILITY: form the organization or the end of the Sale Of Pharmaceuticals policy period, whichever is earlier, if you "Bodily injury" or "property damage" arising do not report such organization in writing out of the willful violation of a penal statute or to us within 180 days after you acquire or ordinance relating to the sale of pharmaceuti- form it;or cals committed by, or with the knowledge or (2) Until the end of the policy period, when consent of,the insured. that date is later than 180 days after you 5. The following is added to the DEFINITIONS acquire or form such organization, if you Section: report such organization in writing to us "Incidental medical services"means: within 180 days after you acquire or form a. Medical,surgical,dental, laboratory,x-ray it, and we agree in writing that it will Con- or nursing service or treatment, advice or tinue to be a Named Insured until the end instruction, or the related furnishing of of the policy period; food or beverages;or b. Coverage A does not apply to "bodily injury" b. The furnishing or dispensing of drugs or or "property damage" that occurred before medical, dental, or surgical supplies or you acquired or formed the organization; and appliances. c. Coverage B does not apply to "personal in- "Good Samaritan services"means any emer- jury" or "advertising injury" arising out of an gency medical services for which no compen- offense committed before you acquired or sation is demanded or received. formed the organization. 6. The following is added to Paragraph 4.b., Ex- F. WHO IS AN INSURED-- BROADENED NAMED cess Insurance, of SECTION IV — COM- INSURED--UNNAMED SUBSIDIARIES MERCIAL GENERAL LIABILITY CONDI- The following is added to SECTION II—WHO IS TIONS: AN INSURED: The insurance is excess over any valid and collectible other insurance available to the in- Any of your subsidiaries, other than a partnership, sured,whether primary, excess, contingent or joint venture or limited liability company, that is on any other basis, that is available to any of not shown as a Named Insured in the Declara- your "employees" or "volunteer workers" for tions is a Named Insured if you maintain an own- "bodily injury" that arises out of providing or ership interest of more than 50%in such subsidi- failing to provide "incidental medical ser- ary on the first day of the policy period. vices", first aid or"Good Samaritan services" No such subsidiary is an insured for"bodily injury" to any person to the extent not subject to or"property damage" that occurred, or"personal Paragraph 2.a.(1) of Section Il --Who Is An injury" or "advertising injury" caused by an of- Insured. fense committed after the date, if any, during the E. WHO IS AN INSURED — NEWLY ACQUIRED policy period, that you no longer maintain an OR FORMED ORGANIZATIONS ownership interest of more than 50%in such sub- The following replaces Paragraph 4. of SECTION sidiary. Il—WHO IS AN INSURED: CG D3 16 11 11 0 2011 The Travelers indemnity Company.All rights reserved. Page 3 of 6 COMMERCIAL GENERAL LIABILITY G. BLANKET ADDITIONAL INSURED—OWNERS, H. BLANKET ADDITIONAL INSURED—LESSORS MANAGERS OR LESSORS OF PREMISES OF LEASED EQUIPMENT The following is added to SECTION II—WHO IS The following is added to SECTION 11—WHO IS AN INSURED: AN INSURED: Any person or organization that is a premises Any person or organization that is an equipment owner, manager or lessor and that you have lessor and that you have agreed in a written con- agreed in a written contract or agreement to in- tract or agreement to include as an insured on clude as an additional insured on this Coverage this Coverage Part is an insured, but only with re- Part is an insured, but only with respect to liability sect to liabilityfor"bodily injury", ro ert dam- for "bodily injury", "property damage", 'personal p y p p y injury"or"advertising injury"that: age","personal injury"or"advertising injury"that: a. Is "bodily injury" or "property damage" that a. is "bodily injury" 'property damage" that occurs, or is "personal injury" or"advertising injury" caused by an offense that is commit- occurs, is "personal injury" or"advertising injury" caused by an offense that is commit- ted, subsequent to the execution of that con- ted, subsequent to the execution of that con- tract or agreement;and tract or agreement;and b. Arises out of the ownership, maintenance or b. Is caused, in whole or in part, by your acts or use of that part of any premises leased to omissions in the maintenance, operation or you. use of equipment leased to you by such equipment lessor. The insurance provided to such premises owner, The insurance provided to such equipment lessor manager or lessor is subject to the following pro- is subject to the following provisions: visions: a. The limits of insurance provided to such a. The limits of insurance provided to suchequipment lessor will be the minimum limits premises owner, manager or lessor will be which you agreed to provide in the written the minimum limits which you agreed to pro- contract or agreement, or the limits shown on vide in the written contract or agreement, or the Declarations,whichever ars less. the limits shown on the Declarations, which- ever are less. b. The insurance provided to such equipment b. The insurance provided to such premises lessor does not apply to any"bodily injury"or "property damage" that occurs, or "personal owner, manager or lessor does not apply to: injury"or"advertising injury"caused by an of- (1) Any "bodily injury" or "property damage" fense that is committed, after the equipment that occurs, or"personal injury"or"adver- lease expires. tising injury"caused by an offense that is c. The insurance provided to such equipment committed, after you cease to be a tenant lessor is excess over any valid and collectible in that premises; or other insurance available to such equipment (2) Structural alterations, new construction or lessor, whether primary, excess, contingent demolition operations performed by or on or on any other basis, unless you have behalf of such premises owner, lessor or agreed in the written contract or agreement manager. that this insurance must be primary to, or c. The insurance provided to such premises non-contributory with, such other insurance, owner, manager or lessor is excess over any in which case this Insurance will be primary valid and collectible other insurance available to, and non-contributory with, such other in- to such premises owner, manager or lessor, surance. whether primary, excess, contingent or on I. BLANKET ADDITIONAL INSURED — STATES any other basis, unless you have agreed in OR POLITICAL SUBDIVISIONS—PERMITS the written contract or agreement that this in- surance must be primary to, or non- The following is added to SECTION II—WHO 1S AN INSURED: contributory with, such other insurance, in which case this insurance will be primary to, Any state or political subdivision that has issued a and non-contributory with, such other insur- permit in connection with operations performed by ance, you or on your behalf and that you are required Page 4 of 6 0 2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 COMMERCIAL GENERAL LIABILITY by any ordinance, law or building code to include (ii) A manager of any limited liability as an additional insured on this Coverage Part is company;or an insured, but only with respect to liability for (Ili)An executive officer or director of "bodily injury", "property damage", "personal in- any other organization; jury" or"advertising injury"arising out of such op- that is your partner, joint venture erations. member or manager; or The insurance provided to such state or political (b) Any "employee" authorized by such subdivision does not apply to: partnership, joint venture, limited Il- a. Any "bodily injury," "property damage," "per- ability company or other organization sonal injury"or"advertising injury" arising out to give notice of an "occurrence" or of operations performed for that state or po- offense. litical subdivision; or (3) Notice to us of such"occurrence"or of an b. Any "bodily injury" or "property damage" in- offense will be deemed to be given as cluded in the "products-completed operations soon as practicable if it is given in good hazard". faith as soon as practicable to your work- J. KNOWLE=DGE AND NOTICE OF OCCUR- ers' compensation insurer. This applies RENCE OR OFFENSE only if you subsequently give notice to us The following is added to Paragraph 2., Duties In of the"occurrence"or offense as soon as The Event of Occurrence, Offense, Claim or practicable after any of the persons de- Suit, of SECTION IV — COMMERCIAL GEN- scribed in Paragraphs e. (1) or(2) above ERAL LIABILITY CONDITIONS: discovers that the"occurrence"or offense may result in sums to which the insurance e. The following provisions apply to Paragraph provided under this Coverage Part may a. above, but only for the purposes of the in- apply. surance provided under this Coverage Part to you or any insured listed in Paragraph 1.or 2. However, if this Coverage Part includes an en- of Section II—Who d Insured: dorsement that provides limited coverage for "bodily injury" or "property damage" or pollution (1) Notice to us of such "occurrence" or of- costs arising out of a discharge, release or es- fense must be given as soon as practica- cape of"pollutants"which contains a requirement ble only after the"occurrence"or offense that the discharge, release or escape of "pollut- is known by you(if you are an individual), ants" must be reported to us within a specific any of your partners or members who is number of days after its abrupt commencement, an individual (if you are a partnership or this Paragraph e. does not affect that require- joint venture), any of your managers who ment. Is an individual(if you are a limited liability K. UNINTENTIONAL OMISSION company), any of your "executive offi- cers"or directors(if you are an organiza- The following is added to Paragraph 6., Repre- tion other than a partnership,joint venture sentations, of SECTION IV — COMMERCIAL or limited liability company) or any "em- GENERAL LIABILITY CONDITIONS: ployee" authorized by you to give notice The unintentional omission of, or unintentional of an"occurrence"or offense. error in, any information provided by you which (2) If you are a partnership, joint venture or we relied upon in issuing this policy will not preju- limited liability company, and none of your dice your rights under this insurance. However, partners, joint venture members or man- this provision does not affect our right to collect agers are individuals, notice to us of such additional premium or to exercise our rights of "occurrence"or offense must be given as cancellation or nonrenewal in accordance with soon as practicable only after the"occur- applicable insurance laws or regulations. rence"or offense is known by: L. BLANKET WAIVER OF SUBROGATION (a) Any individual who is: The following is added to Paragraph 8.,Transfer (i) A partner or member of any part- Of Rights Of Recovery Against Others To Us, nership or joint venture; of SECTION IV— COMMERCIAL GENERAL LI- ABILITY CONDITIONS: CG D3 16 11 11 0 2011 The Travelers Indemnity Company.All rights reserved. Page 5 of 6 COMMERCIAL GENERAL LIABILITY If the insured has agreed in a contract or agree- 3. "Bodily injury" means bodily injury, mental ment to waive that insured's right of recovery anguish,mental injury, shock,fright, disability, against any person or organization, we waive our humiliation, sickness or disease sustained by right of recovery against such person or organiza- a person, including death resulting from any tion, but only for payments we make because of: of these at any time. a. "Bodily injury" or "property damage" that oc- N. CONTRACTUAL LIABILITY—RAILROADS curs;or 1. The following replaces Paragraph c. of the b. "Personal injury" or "advertising injury" definition of"insured contract" in the DEFINI- caused by an offense that is committed; TIONS Section: subsequent to the execution of that contract or c. Any easement or license agreement; agreement. 2. Paragraph f.(1) of the definition of "insured M. AMENDED BODILY INJURY DEFINITION contract" in the DEFINITIONS Section is de- The following replaces the definition of "bodily leted. injury"in the DEFINITIONS Section: Page 6 of 6 ©2011 The Travelers Indemnity Company.All rights reserved. CG D3 16 11 11 Tpexasmutuar WORKERS'COMPENSATION INSURANCE WORKERS'COMPENSATION AND WC 42 06 01 EMPLOYERS LIABILITY POLICY Insured copy TEXAS NOTICE OF MATERIAL. CHANGE ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is shown in Item 3.A.of the Information Page. In the event of cancellation or other material change of the policy,we will mail advance notice to the person or organization named in the Schedule.The number of days advance notice is shown in the Schedule. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule 1.Number of days advance notice: 30 2. Notice will be mailed to: PER LIST ON FILE This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement,effective on 1011118 at 12:01 a.m.standard time,forms a part of. Policy no.0001161633 of Texas Mutual Insurance Company effective on 1011118 Issued to: JACKSON CONSTRUCTION LTD d–�S4— This is not a bill Authorized representative NCCI Carrier Code: 29939 stzs/1 a PO Box 12058,Austin,TX 78711-2058 1 of i texasmutual.com 1(800)859-5995 1 Fax(800)359-0650 WC 42 06 01 COMMERCIAL GENERAL LIABILITY POLICY NUMBER: DT-Co-31,779865-COF-18 ISSUE DATE:10-01-18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY DESIGNATED PROJECT(S) GENERAL AGGREGATE LIMIT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Designated Project Designated Project(s). General Aggregate(s): EACH "PROJECT" FOR WHICH YOU HAVE AGREED, IN GENERAL AGGREGATE A WRITTEN CONTRACT WHICH IS IN EFFECT DURING LIMIT SHOWN ON THE THIS POLICY PERIOD, TO PROVIDE A SEPARATE DECLARATIONS. GENERAL AGGREGATE LIMIT; PROVIDED THAT, THE CONTRACT IS SIGNED AND EXECUTED BY YOU BEFORE THE "BODILY INJURY" OR "PROPERTY DAMAGE" OCCURS. A. For all sums which the insured becomes legally 3. Any payments made under COVERAGE A. obligated to pay as damages caused by "occur- for damages or under COVERAGE C. for rences" under COVERAGE A. (SECTION 1), and medical expenses shall reduce the Desig- for all medical expenses caused by accidents un- nated Project General Aggregate Limit for der COVERAGE C (SECTION 1), which can be that designated "project". Such payments attributed only to operations at a single desig- shall not reduce the General Aggregate Limit nated"project"shown in the Schedule above: shown in the Declarations nor shall they re- n. A separate Designated Project General Ag- duce any other Designated Project General gregate Limit applies to each designated"pro- Aggregate Limit for any other designated ject", and that limit is equal to the amount of "project"shown in the Schedule above. the General Aggregate Limit shown in the 4. The limits shown in the Declarations for Each Declarations, unless separate Designated Occurrence, Damage To Premises Rented Project General Aggregate(s) are sched- To You and Medical Expense continue to uled above. apply. However, instead of being subject to 2. The Designated Project General Aggregate the General Aggregate Limit shown in the Limit is the most we will pay for the sum of all Declarations, such limits will be subject to the damages under COVERAGE A., except applicable Designated Project General Ag- damages because of"bodily injury" or"prop- gregate Limit. erty damage" included in the "products- 13. For all sums which the insured becomes legally completed operations hazard", and for medi- obligated to pay as damages caused by "occur- cal expenses under COVERAGE C, regard- rences" under COVERAGE A. (SECTION 1), and less of the number of: for all medical expenses caused by accidents un- a. Insureds; der COVERAGE C. (SECTION 1), which cannot be attributed only to operations at a single desig- b. Claims made or"suits"brought; or nated"project'shown in the Schedule above: c. Persons or organizations making claims or bringing"suits". CG D2 11 01 04 Copyright,The Travelers Indemnity Company, 2094 Page 1 of 2 COMMERCIAL GENERAL LIABILITY 3. Any payments made under COVERAGE A. vided, any payments for damages because of for damages or under COVERAGE C. for "bodily injury" or "property damage" included in medical expenses shall reduce the amount the "products-completed operations hazard" will available under the General Aggregate Limit reduce the Products-Completed Operations Ag- or the Products-Completed Operations Ag- gregate Limit, and not reduce the General Aggre- gregate Limit,whichever is applicable;and gate Limit nor the Designated Project General 2. Such payments shall not reduce any Desig- Aggregate Limit. nated Project General Aggregate Limit. E. For the purposes of this endorsement the Defini- C. Part 2.of SECTION III—LIMITS OF INSURANCE tions Section is amended by the addition of the is deleted and replaced by the following: following definition: 2. The General Aggregate Limit is the most we "Project" means an area away from premises will pay for the sum of: owned by or rented to you at which you are per- forming operations pursuant to a contract or a. Damages under Coverage B;and agreement. For the purposes of determining the b. Damages from "occurrences" under applicable aggregate limit of insurance, each COVERAGE A (SECTION 1) and for all "project" that includes premises involving the medical expenses caused by accidents same or connecting lots, or premises whose con- under COVERAGE C(SECTION 1)which nection is interrupted only by a street, roadway, cannot be attributed only to operations at waterway or right-of-way of a railroad shall be a single designated"project"shown in the considered a single"project". SCHEDULE above. F. The provisions of SECTION III — LIMITS OF D. When coverage for liability arising out of the INSURANCE not otherwise modified by this en- "products-completed operations hazard" is pro- dorsement shall continue to apply as stipulated. Page 2 of 2 Copyright,The Travelers Indemnity Company,2004 CG D2 11 01 04 COMMERCIAL AUTO POLICY NUMBER: 810-3L404754-18-26-G ISSUE DATE: 10-01-18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DRIVE OTHER CAIS COVERAGE - BROA®ENEU COVERAGE FOR NAME® INDIVIDUALS This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement, the provisions of the Coverage Farm apply unless modi- fied by the endorsement. SCHEDULE LIMITS Liability $ Limits of Insurance as Auto Medical Payments $ stated in Item Two of Uninsured Motorists $ the applicable Coverage Underinsured Motorists $ Part Declarations Auto Medical uninsured Underinsured Physical Damage Liability Payments Motorists Motorists Comprehensive Collision Name of Individual Premium Premium Premium Premium Deductible Premium Deductible Premium ALEXANDRA JACKSON $161 $2 $22 $INCL $2000 $3 $5000 $22 HAILEY JACKSON $161 $2 $22 $INCL $2000 $3 $5000 $22 AMY JACKSON $1.61. $2 $22 $INCL $2000 $3 $5000 $22 TROY JACKSON $161 $2 $22 $INCL $2000 $3 $5000 $22 LINDA JACKSON $161 $2 $22 $INCL $2000 $3 $5000 $22 LARRY JACKSON $161 $2 $22 $INCL $2000 $3 $5000 $22 Information required to complete this Schedule, if not shown above,will be shown in the Declarations. Note: When Uninsured Motorists Coverage is provided at limits higher than the basic limits required by a financial responsibility law, Underinsured Motorists Coverage is included, unless otherwise noted. If Underinsured Motor- ists Coverage is provided as a separate coverage,make appropriate entry in the Schedule above. A. This endorsement changes only those coverages B. Changes In Covered Autos Liability Coverage where a premium is shown in the Schedule. 1. Any "auto" you don't own, hire or borrow is a covered "auto" while being used by any indi- CA 99 10 10'13 ©Insurance Services Office, Inc.,2011 Page 1 of 2 COMMERCIAL AUTO vidual named in the Schedule or by his or her pying" or while a pedestrian when being struck by spouse while a resident of the same house- any"auto"you don't own except: hold except: Any "auto" owned by that individual or by any a. Any "auto" owned by that individual or by "family member". any member of his or her household. D. Changes In Physical Damage Coverage b. Any "auto" used by that individual or his Any private passenger type "auto" you don't own, or her spouse while working in a business hire or borrow is a covered "auto" while in the of selling, servicing, repairing or parking "autos". care, custody or control of any individual named In the Schedule or his or her spouse while a resi- t. The following is added to Who Is An In- dent of the same household except: sated: 1• Any "auto" owned by that individual or by any Any individual named in the Schedule and his member of his or her household. or her spouse, while a resident of the same household, are "insureds" while using any 2. Any "auto" used by that individual or his or covered "auto" described in Paragraph B.1. of her spouse while working in a business of this endorsement. selling,servicing, repairing or parking"autos". C. Changes In Auto Medical Payments And Unin- E. Additional Definition sured And Underinsured Motorists Coverages As used in this endorsement: The following is added to Who Is An Insured: "Family member" means a person related to the Any individual named in the Schedule and his or individual named in the Schedule by blood, mar- her "family members" are "insureds" while "occu- riage or adoption who is a resident of the individ- ual's household, including a ward or foster child. Page 2 of 2 ©Insurance Services Office, Inc.,2011 CA 99 10 10 13 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. POLLUTION LIABILITY - BROADENED COVERAGE FOR COVERED AUTOS o BUSINESS AUTO AND MOTOR CARRIER COVERAGE FORMS This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM With respect to coverage provided by this endorsement,the provisions of the Coverage Form apply unless modi- fied by the endorsement. A. Covered Autos Liability Coverage is changed persal, seepage, migration, release or escape as follows: of"pollutants": 1. Paragraph a. of the Pollution Exclusion ap- a. Before the "pollutants" or any prop- plies only to liability assumed under a con- erty in which the "pollutants" are con- tract or agreement. tained are moved from the place 2. With respect to the coverage afforded by where they are accepted by the "in- Paragraph A.1. above, Exclusion B.6. Care, sured" for movement into or onto the Custody Or Control does not apply. covered"auto";or B. Changes In Definitions b. After the "pollutants" or any property For the purposes of this endorsement, Paragraph in which the "pollutants" are con- D. of the Definitions Section is replaced by the tained are moved from the covered following: "auto" to the place where they are fi- nally delivered, disposed of or aban- D. "Covered pollution cost or expense" means doped by the"insured". any cost or expense arising out of: 1. Any request, demand, order or statutory Paragraphs a. and b. above do not apply or regulatory requirement that any "in- to"accidents"that occur away from prem- sured" or others test for, monitor, clean ises owned by or rented to an "insured" up, remove, contain, treat, detoxify or with respect to "pollutants" not in or upon neutralize, or in any way respond to, or a covered"auto"if: assess the effects of"pollutants";or (1) The "pollutants" or any property 2. Any claim or "suit" by or on behalf of a in which the "pollutants" are con- governmental authority for damages be- tained are upset, overturned or cause of testing for, monitoring, cleaning damaged as a result of the main- up, removing, containing, treating, detoxi- tenance or use of a covered fying or neutralizing, or in any way re- "auto';and sponding to or assessing the effects of (2) The discharge, dispersal, seep- "pollutants". age, migration, release or escape "Covered pollution cost or expense" does not of the "pollutants" is caused di- include any cost or expense arising out of the rectly by such upset, overturn or actual, alleged or threatened discharge, dis- damage. CA 99 48 10 13 ©Insurance Services Office, Inc.,2011 Page 1 of 1 COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS SUPPLEMENTARY DEATH BENEFIT This endorsement modifies insurance provided under the following: AUTO MEDICAL PAYMENTS COVERAGE PERSONAL INJURY PROTECTION COVERAGE With respect to coverage provided by this endorsement, the provisions of the Coverage Form apply unless modi- fied by the endorsement. A. Coverage D. Additional Definitions We will pay under the provisions of personal in- The following are added to the Definitions sec- jury protection insurance and/or auto medical tion and have special meaning for Supplementary payments insurance as afforded by this policy ex- Death Benefit: cept as limited by this endorsement. We will pay a supplementary death benefit equal 1. "Insured" as used in this endorsement means to the limit shown for the coverages but not ex- the same persons who are covered under ceeding ten thousand dollars ($10,000) per per- auto medical payments insurance andlor per- sonal injury protection insurance. son because of death: 1. Caused by an"auto""accident"; and 2. "Seat belt" means manual or automatic safety belts or seat and shoulder restraints or a child 2. Sustained by an "insured" while wearing a restraint device. "seat belt"or protected by an"airbag". We will pay the benefit if death from an "auto" 3. "Airbag" is a functioning airbag designed to "accident" occurs within three years of the date of protect the occupant of a seat in an"auto". such"accident". 4. "Beneficiary" means (in order of priority of B. Proof Of Claim For Death Benefit payment): The "beneficiary" must furnish us with proof of a. The surviving spouse if a resident in the death of the "insured", accompanied by a police same household as the deceased at the report or other suitable proof, that the"insured" at time of the"accident"; or the time of the "auto" "accident" was wearing a h, If the deceased is an unmarried minor, ei- "seat belt"or protected by an"air bag". ther of the surviving parents who had le- C. Other Insurance gal custody at the time of the "accident"; Any amounts payable under the supplementary or death benefit shall not be reduced by any other c. The estate of the deceased. amounts paid or payable under this policy. CA 99 95 10 13 C Insurance Services Office, Inc.,2012 Page 1 of 1 COMMERCIAL AUTO POLICY NUMBER: 81.0-3L404754-18-26-c ISSUE DATE: 10-01-18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. SHORT TERM HIRE® ALIT® - ADDITIONAL INSURE® AND LOSS PAYEE This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM SCHEDULE Additional Insured(Lessor): Any lessor of a"leased auto"under a leasing or rental agreement of less than 6 months. Designation Or Description Of"Leased Autos": Any"leased auto"under a leasing or rental agreement of less than 6 months. A. Coverage operating a "leased auto" with the 1. Any "leased auto" designated or described in permission of any of the above. the Schedule will be considered a covered 3. Coverage for any "leased auto" described in "auto"you own and not a covered "auto" you the Schedule applies until the end of the hire or borrow for Covered Autos Liability policy period shown in the Declarations or Coverage. when the lessor or his or her agent takes 2. For a "leased auto" designated or described possession of the "leased auto", whichever in the Schedule, the Who Is An Insured occurs first. provision under Covered Autos Liability B. Loss Payable Clause Coverage is changed to include as an 1. We will pay, as interest may appear, you and "insured" the lessor of such "leased auto". the lessor, if your policy includes Hired Auto However, the lessor is an "insured" only for Physical Damage Coverage, for "loss" to a "bodily injury" or "property damage" resulting "leased auto". from the acts or omissions by: 2. The insurance covers the interest of the a. You, lessor unless the "loss" results from b. Any of your"employees"or agents; or fraudulent acts or omissions on your part. 3. If we make any payment to the lessor,we will c. Any person, except the lessor or any obtain his or her rights against any other "employee" or agent of. the lessor, party. CA T4 52 02 16 02015 The Travelers Indemnity Company.All rights reserved. Page 1 of 2 Includes copyrighted material of Insurance Services Office,Inc.with its permission. C. The lessor is not liable for payment of your "Leased auto" means an "auto" ]eased or rented premiums. to you, including any substitute, replacement or extra "auto" needed to meet seasonal or other D. Additional Definition needs, under a leasing or rental agreement that As used in this endorsement: requires you to provide direct primary insurance for the lessor. Page 2 of 2 ©2035 The Travelers Indemnity Company.All rights reserved. CA T4 52 02 16 Includes copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. AMENDMENT OF EMPLOYEE DEFINITION This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM The following replaces the definition of"employee"in the DEFINITIONS Section: "Employee"includes a"leased worker" and a"temporary worker". CA T4 59 02 15 ©2015 The Travelers Indemnity Company.All rights reserved. Page 1 of 1 Includes copyrighted material of Insurance Services Office,Inc. with its permission. COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BUSINESS AUTO EXTENSION ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM GENERAL DESCRIPTION OF COVERAGE—This endorsement broadens coverage. However, coverage for any injury, damage or medical expenses described in any of the provisions of this endorsement may be excluded or limited by another endorsement to the Coverage Part, and these coverage broadening provisions do not apply to the extent that coverage is excluded or limited by such an endorsement. The following listing is a general cover- age description only. Limitations and exclusions may apply to these coverages_ Read all the provisions of this en- dorsement and the rest of your policy carefully to determine rights,duties, and what is and is not covered. A. BROAD FORM NAMED INSURED H. HIRED AUTO PHYSICAL DAMAGE —LOSS OF B. BLANKET ADDITIONAL INSURED USE—INCREASED LIMIT C. EMPLOYEE HIRED AUTO 1. PHYSICAL DAMAGE — TRANSPORTATION EXPENSES—INCREASED LIMIT D. EMPLOYEES AS INSURED J. PERSONAL PROPERTY E. SUPPLEMENTARY PAYMENTS -- INCREASED K. AIRBAGS LIMITS L. NOTICE AND KNOWLEDGE OF ACCIDENT OR F. HIRED AUTO — LIMITED WORLDWIDE COV- LOSS ERAGE—INDEMNITY BASIS M. BLANKET WAIVER OF SUBROGATION G. WAIVER OF DEDUCTIBLE—GLASS N. UNINTENTIONAL ERRORS OR OMISSIONS PROVISIONS A. BROAD FORM NAMED INSURED this insurance applies and only to the extent that person or organization qualifies as an "insured" The following is added to Paragraph A.1.,Who Is under the Who Is An Insured provision contained An Insured,of SECTION 11—COVERED AUTOS in Section 11. LIABILITY COVERAGE: Any organization you newly acquire or form dur- ing the policy period over which you maintain 1. The following is added to Paragraph A.1., 50% or more ownership interest and that is not Who Is An Insured, of SECTION 11 — COV- separately insured for Business Auto Coverage. ERED AUTOS LIABILITY COVERAGE: Coverage under this provision is afforded only un- An "employee" of yours is an "insured" while til the 180th day after you acquire or form the or- operating an "auto" hired or rented under a ganization or the end of the policy period, which- contract or agreement in an "employee's" ever is earlier. name, with your permission, while performing duties related to the conduct of your busi- B. BLANKET ADDITIONAL INSURED ness. The following is added to Paragraph c. in A.1., 2. The following replaces Paragraph b. in B.S., Who Is An Insured, of SECTION 11—COVERED Other insurance, of SECTION IV — BUS1- AUTOS LIABILITY COVERAGE: NESS AUTO CONDITIONS: Any person or organization who is required under b. For Hired Auto Physical Damage Cover- a written contract or agreement between you and age, the following are deemed to be cov- that person or organization, that is signed and ered"autos"you own: executed by you before the "bodily injury" or (1) Any covered "auto" you lease, hire, "property damage" occurs and that is in effect rent or borrow; and during the policy period, to be named as an addi- (2) Any covered "auto" hired or rented by tional insured is an "insured" for Covered Autos your "employee" under a contract in Liability Coverage, but only for damages to which an "employee's" name, with your CA T3 53 02 15 ©2015 The Travelers Indemnity Company.All rights reserved. Page 1 of 4 Includes copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL AUTO permission, while performing duties (a) With respect to any claim made or "suit" related to the conduct of your busi- brought outside the United States of ness. America, the territories and possessions However, any "auto" that is leased, hired, of the United States of America, Puerto rented or borrowed with a driver is not a Rico and Canada: covered"auto". (i) You must arrange to defend the "in- D. EMPLOYEES AS INSURED sured"against, and investigate or set- tle any such claim or "suit" and keep The following is added to Paragraph A.1., Who Is us advised of all proceedings and ac- An Insured, of SECTION 11—COVERED AUTOS tions. LIABILITY COVERAGE: Any "employee" of yours is an "insured" while us- (Ii) Neither you nor any other involved ing a covered "auto"you don't own, hire or borrow "insured" will make any settlement in your business or your personal affairs. without our consent. E. SUPPLEMENTARY PAYMENTS — INCREASED (ill)We may, at our discretion, participate LIMITS in defending the "insured" against, or in the settlement of, any claim or 1. The following replaces Paragraph A.2.a.(2), "suit". of SECTION 11 —COVERED AUTOS LIABIL- ITY COVERAGE: (iv)We will reimburse the "insured" for sums that the "insured" legally must (2) Up to $3,000 for cost of bail bonds (in- pay as damages because of "bodily cluding bonds for related traffic law viola- injury" or"property damage" to which tions) required because of an "accident" this insurance applies, that the "in- we cover. We do not have to furnish sured" pays with our consent, but these bonds. only up to the limit described in Para- 2. The following replaces Paragraph A.2.a.(4), graph C., Limits Of Insurance, of of SECTION 11 —COVERED AUTOS LIABIL- SECTION 11 — COVERED AUTOS ITY COVERAGE: LIABILITY COVERAGE. (4) All reasonable expenses incurred by the (v) We will reimburse the "insured" for "insured" at our request, including actual the reasonable expenses incurred loss of earnings up to $500 a day be- with our consent for your investiga- cause of time off from work. tion of such claims and your defense of the "insured" against any such F. HIRED AUTO — LIMITED WORLDWIDE COV- "suit", but only up to and included ERAGE—INDEMNITY BASIS within the limit described in Para- The following replaces Subparagraph (5) in Para- graph C., Limits Of Insurance, of graph B.7., Policy Period, Coverage Territory, SECTION 11 — COVERED AUTOS of SECTION IV — BUSINESS AUTO CONDI. LIABILITY COVERAGE, and not in TIONS: addition to such limit. Our duty to (5) Anywhere in the world, except any country or make such payments ends when wehave used up the applicable Iimit of jurisdiction while any trade sanction, em- insurance in payments for damages, bargo, or similar regulation imposed by the settlements or defense expenses. United States of America applies to and pro- hibits the transaction of business with or (b) This insurance is excess over any valid within such country or jurisdiction, for Cov- and collectible other insurance available ered Autos Liability Coverage for any covered to the "insured" whether primary, excess, "auto" that you lease, hire, rent or borrow contingent or on any other basis. without a driver for a period of 30 days or less (c) This insurance is not a substitute for re- and that is not an "auto" you lease, hire, rent quired or compulsory insurance in any or borrow from any of your "employees", country outside the United States, its ter- partners (if you are a partnership), members ritories and possessions, Puerto Rico and (If you are a limited liability company) or Canada. members of their households. Page 2 of 4 p 2015 The Travelers Indemnity Company.All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL AUTO You agree to maintain all required or (2) In or on your covered"auto". compulsory insurance in any such coun- This coverage applies only in the event of a total try up to the minimum limits required by theft of your covered"auto". local law. Your failure to comply with compulsory insurance requirements will No deductibles apply to this Personal Property not invalidate the coverage afforded by coverage. this policy, but we will only be liable to the K. AIRBAGS same extent we would have been liable The following is added to Paragraph B.3., Exclu- had you complied with the compulsory in- sions, of SECTION 111 — PHYSICAL DAMAGE surance requirements. COVERAGE: (d) It is understood that we are not an admit- Exclusion 3.a. does not apply to "loss" to one or ted or authorized insurer outside the more airbags in a covered "auto"you own that in- United States of America, its territories flate due to a cause other than a cause of "loss" and possessions, Puerto Rico and Can- set forth in Paragraphs A.1.b. and A.1.c., but ada. We assume no responsibility for the only: furnishing of certificates of insurance, or a. If that "auto" is a covered "auto" for Compre- for compliance in any way with the laws hensive Coverage under this policy; of other countries relating to insurance. b. The airbags are not covered under any war- G. WAIVER OF DEDUCTIBLE—GLASS ranty;and The fallowing is added to Paragraph D., Deducti- c. The airbags were not intentionally inflated. ble, of SECTION III — PHYSICAL DAMAGE We will pay up to a maximum of $1,000 for any COVERAGE: one"loss". No deductible for a covered "auto" will apply to L. NOTICE AND KNOWLEDGE OF ACCIDENT OR glass damage if the glass is repaired rather than LOSS replaced. The following is added to Paragraph A.2.a., of H. HIRED AUTO PHYSICAL DAMAGE —LOSS OF SECTION IV—BUSINESS AUTO CONDITIONS: USE—INCREASED LIMIT Your duty to give us or our authorized representa- The following replaces the last sentence of Para- tive prompt notice of the "accident" or "loss" ap- graph A.4.b., Loss Of Use Expenses, of SEC- plies only when the "accident" or "loss" is known TION ill—PHYSICAL DAMAGE COVERAGE: to: However, the most we will pay for any expenses (a) You(if you are an individual); for loss of use is $65 per day, to a maximum of (b) A partner(if you are a partnership); $750 for any one"accident". (c) A member (if you are a limited liability com- 1. PHYSICAL DAMAGE — TRANSPORTATION pany): EXPENSES—INCREASED LIMIT (d) An executive officer, director or insurance The following replaces the first sentence in Para- manager(if you are a corporation or other or- graph A.4.a., Transportation Expenses, of ganization);or SECTION III — PHYSICAL DAMAGE COVER- (e) Any"employee" authorized by you to give no- AGE: tice of the"accident"or"loss". We will pay up to $50 per day to a maximum of M. BLANKET WAIVER OF SUBROGATION $1,500 for temporary transportation expense in- The following replaces Paragraph A.5., Transfer curred by you because of the total theft of a cov- eOf Rights Of Recovery Against Others To Us, red"auto"of the private passenger type. of SECTION IV — BUSINESS AUTO CONDI- J. PERSONAL PROPERTY TIONS: The following is added to Paragraph A.4., Cover- 5. Transfer Of Rights Of Recovery Against age Extensions, of SECTION 11] — PHYSICAL Others To Us DAMAGE COVERAGE: We waive any right of recovery we may have Personal Property against any person or organization to the ex- We will a u to $400 for "loss" to wearing a - tent required of you by a written contract pay P g p signed and executed prior to any "accident" parel and other personal property which is: or"loss", provided that the "accident" or"loss" (1) Owned by an"insured"; and arises out of operations contemplated by CA T3 53 02 15 ©2015 The Travelers Indemnity Company.All rights reserved. Page 3 of 4 Includes copyrighted material of Insurance Services office,Inc.with its permission. COMMERCIAL AUTO such contract. The waiver applies only to the The unintentional omission of, or unintentional person or organization designated in such error in, any information given by you shall not contract. prejudice your rights under this insurance. How- N, UNINTENTIONAL ERRORS OR OMISSIONS ever this provision does not affect our right to col- The following is added to Paragraph B.2., Con- lett additional premium or exercise our right of cealment, Misrepresentation, Or Fraud, of cancellation or non-renewal. SECTION IV—BUSINESS AUTO CONDITIONS: Page 4 of 4 ©2015 The Travelers Indemnity Compa ny.All rights reserved. CA T3 53 02 15 Includes copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS CHANGES - CANCELLATION AND NONRENEWAL This endorsement modifies insurance provided under the following: AUTO DEALERS COVERAGE FORM BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM 1. The following replaces Paragraphs 2, and 5. of c. For the following reasons, if this policy the Cancellation Common Policy Conditions: provides coverage to a governmental 2. We may cancel this policy: unit, as defined under 28 TEX. ADMIN. a. By mailing or delivering to the first Named CODE, Section 5.7001: Insured written notice of cancellation, (1) If this policy has been in effect for stating the reason for cancellation, at less than 90 days, we may cancel least 10 days before the effective date of this policy for any reason. cancellation. (2) If this policy has been in effect for 90 b. For the following reasons, if this policy days or more, or if it is a renewal or does not provide coverage to a govern- continuation of a policy issued by us, mental unit, as defined under 28 TEX. we may cancel this policy, only for ADMIN. CODE, Section 5.7001: the following reasons: (1) If this policy has been in effect for 60 (a) If the first Named Insured does days or less, we may cancel for any not pay the premium or any por- reason except, that under the provi- tion of the premium when due; sions of the Texas Insurance Code, (b) If the Texas Department of Insur- we may not cancel this policy solely ante determines that continua- because the policyholder is an elect- tion of this policy would result in ed official. violation of the Texas Insurance (2) If this policy has been in effect for Code or any other law governing more than 60 days, or if it is a renew- the business of insurance in Tex- al or continuation of a policy issued as; by us, we may cancel only for one or (c) If the Named Insured submits a more of the following reasons: fraudulent claim; or (a) Fraud in obtaining coverage; (d) If there is an increase in the haz- (b) Failure to pay premiums when and within the control of the due; Named Insured which would pro- duce an increase in rate. (c) An increase in hazard within the control of the insured which 5. If this policy is canceled,we will send the first would produce an increase in Named Insured any premium refund due. The rate; refund will be pro rata, subject to the policy minimum premium. The cancellation will be (d) Loss of reinsurance covering all effective even if we have not made or offered or part of the risk covered by the a refund. policy;or 2. The following is added to Paragraph B.,General (e) If we have been placed in super- Conditions,of the CONDITIONS Section: vision, conservatorship or receiv- ership and the cancellation is ap- proved or directed by the super- 1. We may elect to renew this policy except that visor, conservator or receiver. under the provisions of the Texas Insurance CA FO 51 02 15 02015 The Travelers Indemnity Company.All rights reserved. Page 1 of 2 Includes copyrighted material of Insurance Services Office,Inc.with its permission. COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED - AUTOMATIC STATUS IF REQUIRED BY WRITTEN CONTRACT (CONTRACTORS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART 1. The following is added to SECTION II—WHO 1S (a) The Additional insured — Owners, AN INSURED: Lessees or Contractors— Scheduled Any person or organization that: Person or Organization endorsement CG 20 10 07 04 or CG 20 10 04 13, a. You agree in a "written contract requiring in- the Additional Insured — Owners, surance" to include as an additional insured Lessees or Contractors — Completed on this Coverage Part;and Operations endorsement CG 20 37 b. Has not been added as an additional insured 07 04 or CG 20 37 04 13, or both of for the same project by attachment of an en- such endorsements with either of dorsement under this Coverage Part which those edition dates;or includes such person or organization in the (b) Either or both of the following: the endorsement's schedule; Additional Insured -- Owners, Les- is an insured,but: sees or Contractors — Scheduled a. Only with respect to liability for"bodily injury" Person Or Organization endorsement " damage" "personal in ur and CG 20 10,or the Additional Insured-- property geor p l y ' Owners, Lessees or Contractors — b. Only as described in Paragraph(1), (2)or(3) Completed Operations endorsement below,whichever applies: CG 20 37, without an edition date of (1) If the "written contract requiring insur- such endorsement specified; ance" specifically requires you to provide the person or organization is an additional additional insured coverage to that per- insured only if the injury or damage is son or organization by the use of: caused, in whole or in part, by acts or (a) The Additional Insured — Owners, omissions of you or your subcontractor in Lessees or Contractors — (Form B) the performance of"your work" to which endorsement CG 20 10 11 85; or the "written contract requiring insurance" (b) Ether or both of the following: the applies;or Additional Insured — Owners, Les- (3) If neither Paragraph(1)nor(2)above ap- sees or Contractors — Scheduled plies: Person Or Organization endorsement (a) The person or organization is an ad- CG 20 10 10 01, or the Additional In- eltional insured only if, and to the ex- sured—Owners, Lessees or Contrac- tent that, the injury or damage is tors — Completed Operations en- caused by acts or omissions of you or dorsement CG 20 37 10 01; your subcontractor in the perform- the person or organization is an additional ance of"your work"to which the"writ- insured only if the injury or damage arises ten contract requiring insurance" ap- out of "your work" to which the "written plies;and contract requiring insurance"applies; (b) The person or organization does not (2) If the "written contract requiring insur- qualify as an additional insured with ance" specifically requires you to provide respect to the independent acts or additional insured coverage to that per- omissions of such person or organi- son or organization by the use of: zation. CG D6 04 08 13 0 2013 The Travelers Indemnity company.All rights reserved. Page 1 of 3 COMMERCIAL GENERAL LIABILITY 2. The insurance provided to the additional insured and collectible other insurance, whether primary, by this endorsement is limited as follows: excess, contingent or on any other basis, that is a. If the Limits of Insurance of this Coverage available to the additional insured when that per- Part shown in the Declarations exceed the son or organization is an additional insured, or is minimum limits of liability required by the any other insured that does not qualify as a "written contract requiring insurance", the in- named insured, under such other insurance. surance provided to the additional insured will 4. As a condition of coverage provided to the addi- be limited to such minimum required limits of tional insured by this endorsement: liability. For the purposes of determining a. The additional insured must give us written whether this limitation applies, the minimum notice as soon as practicable of an "occur- limits of liability required by the "written con- rence" or an offense which may result in a tract requiring insurance" will be considered claim. To the extent possible, such notice to include the minimum limits of liability of any should include: Umbrella or Excess liability coverage required for the additional insured by that"written con- (1) How, when and where the "occurrence" tract requiring insurance". This endorsement or offense took place; will not increase the limits of insurance de- (2) The names and addresses of any injured scribed in Section III--Limits Of Insurance. persons and witnesses; and b. The insurance provided to the additional in- (3) The nature and location of any injury or sured does not apply to"bodily injury", "prop- damage arising out of the"occurrence"or erty damage" or"personal injury" arising out offense. of the rendering of, or failure to render, any b. If a claim is made or"suit" is brought against professional architectural, engineering or sur- the additional insured, the additional insured veying services, including: must: (1) The preparing, approving, or failing to (1) Immediately record the specifics of the prepare or approve, maps, shop draw- claim or"suit"and the date received; and ings, opinions, reports, surveys, field or- ders or change orders, or the preparing, (2) Notify us as soon as practicable. approving, or failing to prepare or ap- The additional insured must see to it that we prove, drawings and specifications; and receive written notice of the claim or"suit"as (2) Supervisory, inspection, architectural or soon as practicable. engineering activities. c. The additional insured must immediately send c. The insurance provided to the additional in- us copies of all legal papers received in con- sured does not apply to "bodily injury" or nection with the claim or"suit", cooperate with "property damage"caused by"your work"and us in the investigation or settlement of the included in the "products-completed opera- claim or defense against the "suit", and oth- tions hazard" unless the "written contract re- erwise comply with all policy conditions, quiring insurance"specifically requires you to d. The additional Insured must tender the de- provide such coverage for that additional in- fense and indemnity of any claim or "suit" to sured during the policy period. any provider of other insurance which would 3. The insurance provided to the additional insured cover the additional insured for a loss we by this endorsement is excess over any valid and cover under this endorsement. However, this collectible other insurance, whether primary, ex- condition does not affect whether the insur- cess, contingent or on any other basis, that is ante provided to the additional insured by this available to the additional insured. However, if the endorsement is primary to other insurance "written contract requiring insurance" specifically available to the additional insured which cov- requires that this insurance apply on a primary ers that person or organization as a named basis or a primary and non-contributory basis,this insured as described in Paragraph 3.above. insurance is primary to other insurance available 5. The following is added to the DEFINITIONS Sec- to the additional insured under which that person or organization qualifies as a named insured, and tion: we will not share with that other insurance. But "Written contract requiring insurance" means that the insurance provided to the additional insured part of any written contract or agreement under by this endorsement still is excess over any valid which you are required to include a person or or- Page 2 of 3 ©2013 The Travelers Indemnity company.All rights reserved, CG D6 04 08 13 COMMERCIAL GENERAL LIABILITY ganization as an additional insured on this Cover- a. After the signing and execution of the contract age Part, provided that the "bodily injury" and or agreement by you;and "property damage" occurs, and the "personal in- b. While that part of the contract or agreement is jury" is caused by an offense committed, during in effect_ the policy period and: CG D6 04 08 13 0 2013 The Travelers Indemnity company.All rights reserved. Page 3 of 3 POLICY NUMBER:810-3L404754-18-26-G ISSUE DATE:10-01-18 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. DESIGNATE® ENTITY ® NOTICE OF CANCELLATION PROVIDED BY US This endorsement modifies insurance provided under the following: ALL COVERAGE PARTS INCLUDED IN THIS POLICY SCHEDULE CANCELLATION: Number of Days Notice of Cancellation: 30 PERSON OR ORGANIZATION:ANY PERSON OR ORGANIZATION TO WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT THAT NOTICE OF CANCELLATION OF THIS POLICY WILL BE GIVEN, BUT ONLY IF: 1. YOU SEND US A WRITTEN REQUEST TO PROVIDE SUCH NOTICE, INCLUDING THE NAME AND ADDRESS OF SUCH PERSON OR ORGANIZATION, AFTER THE FIRST NAMED INSURED RECEIVES NOTICE FROM US OF THE CANCELLATION OF THIS POLICY; AND 2. WE RECEIVE SUCH WRITTEN REQUEST AT LEAST 14 DAYS BEFORE THE BEGINNING OF THE APPLICABLE NUMBER OF DAYS SHOWN IN THIS SCHEDULE. ADDRESS: THE ADDRESS FOR THAT PERSON OR ORGANIZ- ATION INCLUDED IN SUCH WRITTEN REQUEST FROM YOU TO US. PROVISIONS: If we cancel this policy for any statutorily permitted above.We will mail such notice to the address shown reason other than nonpayment of premium, and a in the schedule above at least the number of days number of days is shown for cancellation in the shown for cancellation in the schedule above before schedule above, we will mail notice of cancellation to the effective date of cancellation. the person or organization shown in the schedule IL T4 05 03 11 ©2011 The Travelers Indemnity Company.Ali rights reserved. Page 1 of 1 TexasmutuA WORKERS'COMPENSATION INSURANCE WORKERS'COMPENSATION AND WC 42 03 Ota B EMPLOYERS LIABILITY POLICY Insured copy TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT This endorsement applies only to the insurance provided by the policy because Texas is show_ n in item 3.A.of the Information Page. We have the right to recover our payments from anyone liable for an injury covered by this policy_We will not enforce our right against the person or organization named in the Schedule, but this waiver applies only with respect to bodily injury arising out of the operations described in the schedule where you are required by a written contract to obtain this waiver from us. This endorsement shall not operate directly or indirectly to benefit anyone not named in the Schedule. The premium for this endorsement is shown in the Schedule. Schedule 1. () Specific Waiver Name of person or organization (X)Blanket Waiver Any person or organization for whom the Named Insured has agreed by written contract to furnish this waiver. 2. Operations: ALL TEXAS OPERATIONS 3. Premium: The premium charge for this endorsement shall be 2.00 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: Included,see Information Page This endorsement changes the policy to which it is attached effective on the inception date of the policy unless a different date is indicated below. (The following"attaching clause"need be completed only when this endorsement is issued subsequent to preparation of the policy.) This endorsement,effective on 1011118 at 12:01 a.m.standard time,forms a part of: Policy no.0001161633 of Texas Mutual Insurance Company effective on 1011118 Issued to: JACKSON CONSTRUCTION LTD &Le This is not a bill Authorized representative NCCI Carrier Code: 29939 9126118 PO Box 12058,Austin,TX 78711-2058 1 of 1 texasmutual.com 1(800)859-5995 1 Fax(800)359-0650 WC 42 03 04 B STANDARD GENERAL, CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH FYL6-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1 —Definitions and Terminology..........................................................................................................1 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2—Preliminary Matters.........................................................................................................................7 2.01 Copies of Documents....................................................................................................................7 2.02 Commencement of Contract Time;Notice to Proceed................................................................7 2.03 Starting the Work..........................................................................................................................8 2.04 Before Starting Construction........................................................................................................8 2.05 Preconstruction Conference..........................................................................................................8 2.06 Public Meeting..............................................................................................................................8 2.07 initial Acceptance of Schedules....................................................................................................8 Article 3—Contract Documents: Intent,Amending, Reuse............................................................................8 3.01 Intent..............................................................................................................................................8 3.02 Reference Standards......................................................................................................................9 3.03 Reporting and Resolving Discrepancies.......................................................................................9 3.04 Amending and Supplementing Contract Documents.................................................................10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................I 1 Article 4—Availability of Lands; Subsurface and Physical Conditions;Hazardous Environmental Conditions;Reference Points...........................................................................................................I ] 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions.............................................................................12 4.04 Underground Facilities ...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5—Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance,Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance;Option to Replace...........................................................19 CITY OF FORT WORTH FV16-09 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 Article 6-Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 6.02 Labor; Working Hours........... ....................................................................................................20 6.03 Services, Materials, and Equipment...........................................................................................20 6,04 Project Schedule..........................................................................................................................21 6.05 Substitutes and"Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers,and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities....................................................................................................................27 6.10 Laws and Regulations.................................................................................................................27 6.11 Taxes........................................................................................................................ ..................28 6.12 Use of Site and Other Areas.......................................................................................................28 6.13 Record Documents.......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative..................................................................................................................30 6.16 Hazard Communication Programs.............................................................................................30 6.17 Emergencies and/or Rectification...............................................................................................30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work...................................................................................................................32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6.21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services..............................................................................34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article7-Other Work at the Site...................................................................................................................35 7.01 Related Work at Site...................................................................................................................35 7.02 Coordination................................................... .......36 Article 8-City's Responsibilities...................................................................................................................36 8.01 Communications to Contractor...................................................................................................36 8.02 Furnish Data................................................................................................................................36 8.03 Pay When Due............................................................................................................................36 8.04 Lands and Easements;Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 Inspections,Tests,and Approvals..............................................................................................36 8.07 Limitations on City's Responsibilities.......................................................................................37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program...............................................................................................37 Article 9--City's Observation Status During Construction...........................................................................37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site................................................................................................................................37 9.03 Authorized Variations in Work..................................................................................................38 9.04 Rejecting Defective Work..........................................................................................................38 CITY OF FORT WORTH FYT6-CD9 STREET RFFAIRAND RECON.PROGRAM AND NEAR SOUTH SIDE MFD.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work.....................38 Article 10-Changes in the Work;Claims;Extra Work..................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article I 1 -Cost of the Work;Allowances;Unit Price Work;Plans Quantity Measurement......................41 11.01 Cost ofthe Work...........................................................................................................:.............41 11.02 Allowances..................................................................................................................................43 11.03 Unit Price Work..........................................................................................................................44 11.04 Plans Quantity Measurement......................................................................................................45 Article 12-Change of Contract Price;Change of Contract Time.................................................................46 12.01 Change of Contract Price............................................................................................................46 12.02 Change of Contract Time............................................................................................................47 12.03 Delays....................--.................................................................................................................47 Article 13 -Tests and Inspections;Correction,Removal or Acceptance of Defective Work......................48 13.01 Notice of Defects........................................................................................................................48 13.02 Access to Work...........................................................................................................................48 13.03 Tests and Inspections..................................................................................................................48 13.04 Uncovering Work........................................................................................................................49 13.05 City May Stop the Work.............................................................................................................49 13.06 Correction or Removal of Defective Work................................................................................50 13.07 Correction Period........................................................................................................................50 13.08 Acceptance of Defective Work.................................................................................................. 51 13.09 City May Correct Defective Work.............................................................................................51 Article 14-Payments to Contractor and Completion....................................................................................52 14.01 Schedule of Values......................................................................................................................52 14.02 Progress Payments......................................................................................................................52 14.03 Contractor's Warranty of Title...................................................................................................54 14.04 Partial Utilization........................................................................................................................55 14.05 Final Inspection...........................................................................................................................55 14.06 Final Acceptance.........................................................................................................................55 14.07 Final Payment............................................................................................................................. 56 14.08 Final Completion Delayed and Partial Retainage Release........................................................56 14.09 Waiver of Claims...................................................................................... .................................57 Article 15-Suspension of Work and Termination........................................................................................57 15.01 City May Suspend Work............................. 15.02 City May Terminate for Cause...................................................................................................58 CITY OF FORT WORTH FY1G-09 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MEO.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 15.03 City May Terminate For Convenience........................... 64 Article 16—Dispute Resolution........................... ......61 ............................................................ ............... 16.01 Methods and Procedures................ 61 Article 17—Miscellaneous............................................... .....62 .......................................................................... 17.01 Giving Notice....................................................... ........62 ............................................................... 17.02 Computation of Times................................... ...62 ..................................................................... 17.03 Cumulative Remedies.................................. ....62 ................................................................ ....... 04 Survival of Obligations..... .......... .... ... .................... .......63 . ............................................................. 17.05 Headings............................................................ ...63 ....................................................................... CITY OF FORT WORTH FY16-CD9 STREFT REPAIR AND RECON.PROGRAM AND NEAR SOUTH SOF MFD_DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387$02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 1 of 63 ARTICLE 1–DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter, Said terms are generally capitalized or written in italics,but not always. When used in a context consistent with the definition of a listed-defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda—Written or graphic instruments issued prior to the opening of Bids which clarify, correct,or change the Bidding Requirements or the proposed Contract Documents. 2, Agreement--The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment—The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos—Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award–Authorization by the City Council for the City to enter into an Agreement. 6. Bid—The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder--The individual or entity who submits a Bid directly to City. 8. Bidding Documents--The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any,and the Bid Form with any supplements. 10. Business Day– A business day is defined as a day that the City conducts normal business, generally Monday through Friday,except for federal or state holidays observed by the City. 11. Buazsaw–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 FYI r CD9 STRFET REPAIR AND RECON.PROGRAM AND NFAR SOHTH SIDE MED.DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 2 of 63 13. Change Orden—A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City` The City of Fort Worth, Texas, a home-rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney –The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager– The officially appointed and authorized City Manager of the City of Fort Worth,Texas, or his duly authorized representative. 18. Contract Claim—A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim. 19. Contract—The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations,representations,or agreements,whether written or oral. 20. Contract Documents—Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents, 21. Contract Price—The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Tithe—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 l 1.01 of these General Conditions for definition. CITY OF FORT WORTH FV16-09 STREET REPAIR AND OWN.PROGRAMAND NFARSOUTH SIDE MED.DIST.W&5S MAIN JMPROV. STANDARD CONSTRUCTION SPFCTICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDI TIDNS Page 3 of 63 25. Dafnage Claims— A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day—A day,unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation —The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative,assistant,or agents. 28. Director of Parks and Community Services— The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth,Texas,or his duly appointed representative,assistant,or agents. 29. Director of Planning and Development—The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative,assistant,or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative,assistant,or agents. 31. Director of Water Department— The officially appointed Director of the Water Department of the City of Fort Worth,Texas,or his duly appointed representative,assistant, or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35, Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents.Extra work shall be part of the Work. 36. Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH FY16-Cn9 5TRFET REPAIR ANn RECON.PROGRAM AND NEAR SOUTH SIDE MED.D15T-W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 00 72 00-I 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 Iaws, 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 FY16-CD9 STREET REPAIR AND RECON.PROGRAMAND NEAR SOUTH SIDE MED.DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 00 72 00-1 GENERAL CONDITIONS Page 5 of 63 51. Project Schedule-A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 52. Project--The Work to be performed under the Contract Documents. 53. Project 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 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 00 72 00-t 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 am. and 6 p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.B through F,are not defined but,when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms orAdjeetives: CITY OF FORT WORTH FY16-CD9 STREET REPAIR ANP RECON.PROGRAM AND NEAR SOUTH SIDE MF D.DIST.W&S5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 7 of 63 1, The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty,or deficient in that it: a. does not conform to the Contract Documents;or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents;or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. E. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. ARTICLE 2—PRELIMINARY MATTERS 2.01 Copies of Documents City shall furnish to Contractor one (1) original executed copy and one (1) electronic copy of the Contract Documents, and four (4) additional copies of the Drawings. Additional copies will be furnished upon request at the cost of reproduction. 2.02 Commencement of Contract Time;Notice to Proceed The Contract Time will commence to run on the day indicated in the Notice to Proceed. A Notice to Proceed may be given at any time within 14 days after the Effective Date of the Agreement. CITY OF FORT WORTH FY16-CD9 STREET REPAIR AND RECON.PROGRAMAND NEAR SOUTH SIDE MED.D45T.W&5S MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02945 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page R 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 FV15-CD9 STRFFT REPAIRAND RECON,PROGRAM AND NEAR SOUTH SIDE MFD.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 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 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association,or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids),except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor,or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the Performance of the Work,Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification,manual, or code,or(c)any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH FYI 6-09 STREET REPAIR AND RECOX PROGRAM AND NEAR 5OUTH SIDE MXD.DIST.W&5S MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01387&02445 Revised FebruarV2,2016 00 72 00-1 GENERAL CONDITIONS Page]0 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, PIans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order, B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized,by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal(subject to the provisions of Paragraph 6.18.C);or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions;or 2, reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH FY16-CD9 STREET REPAIR AND RECON_PROGRAM AND NEAR SOUTH SIDE MFD.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page I l 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 PHVSTCAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability ofLands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. I. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way,and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance 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 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH 51DE MED.DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 12 of63 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 FV1.6-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 13 of 63 then Contractor shall, promptly after becoming aware thereof and before further disturbing the subsurface or physical conditions or performing any Work in connection therewith (except in an emergency as required by Paragraph 6.17.A),notify City in writing about such condition. B. Possible Price and Time Adjustments Contractor shall not be entitled to any adjustment in the Contract Price or Contract Time if: 1. Contractor knew of the existence of such conditions at the time Contractor made a final commitment to City with respect to Contract Price and Contract Time by the submission of a Bid or becoming bound under a negotiated contract;or 2. the existence of such condition could reasonably have been discovered or revealed as a result of 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 Shawn or Indicated.- If ndicated:If an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NFAR SOUTH SIDE MED.NIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 00 72 00-1 GENERAL CONDITIONS Page 14 Df 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. if City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. 4.05 Reference Points A. City shall provide engineering surveys to establish reference points for construction, which in City's judgment are necessary to enable Contractor to proceed with the Work. City will provide construction stakes or other customary method of marking to establish line and grades for roadway and utility construction, centerlines and benchmarks for bridgework. Contractor shall protect and preserve the established reference points and property monuments, and shall make no changes or relocations. Contractor shall report to City whenever any reference point or property monument is lost or destroyed or requires relocation because of necessary changes in grades or locations. The City shall be responsible for the replacement or relocation of reference points or property monuments not carelessly or willfully destroyed by the Contractor. The Contractor shall notify City in advance and with sufficient time to avoid delays. B. Whenever, in the opinion of the City, any reference point or monument has been carelessly or willfully destroyed, disturbed, or removed by the Contractor or any of his employees, the full cost for replacing such points plus 25% will be charged against the Contractor, and the full amount will be deducted from payment due the Contractor. 4.06 Hazardous Environmental Condition at Site A. Reports and Drawings: The Supplementary Conditions identify those reports and drawings known to City relating to Hazardous Environmental Conditions that have been identified at the Site. B. Limited Reliance by Contractor on Technical Data Authorized- Contractor may rely upon the accuracy of the "technical data" contained in such reports and drawings, but such reports and drawings are not Contract Documents. Such "technical data" is identified in the Supplementary Conditions. Contractor may not make any Contract Claim against City, or any of their officers, directors, members,partners,employees,agents, consultants,or subcontractors with respect to: 1. the completeness of such reports and drawings for Contractor's purposes, including, but not limited to, any aspects of the means, methods, techniques, sequences and procedures of CITY OF FORT WORTH FV1b-CD9 STRrET REPAIRAND RECON.PROGRAM AND NEAR SOUTH SIDE MED,DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&Q2445 Revised February 2,2016 007200-1 GENERAL.CONDITIONS Page]5 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 indefnnify 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 individuals or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH FY16-CD9 STREFT REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-I GENERAL CONDITIONS Page 16 of 63 ARTICLE 5--BONDS AND INSURANCE 5.01 Licensed Sureties and insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents, B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney-in-fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney-in-fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02.C. 5.03 Certificates of Insurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured)which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as"Additional Insured"on all liability policies. CITY OF FORT WORTH `n6-CD9STREFT RFPAIRANU RECON.PROGRAM AND NEAR SOUTH SIDE MED_DIST.W&S5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 17 of 63 2. The Contractor's general liability insurance shall include a, "per project" or `per location", endorsement,which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M.Best Property&Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required,written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in the Supplementary Conditions 6. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 7. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 8. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims-made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims-made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 9. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 10. Any self-insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH FY15-CD9 STREET REPAIRANDRECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIRCATION DOCUMENTS 02387&02445 Revised February 2,2016 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 perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability, Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations,personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH FY16-CD9 STRFFT REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED_DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy,unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work,or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured.There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance;Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 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 FY16-019 STREET REPAIR AND RECON.PROGRAM AND NFAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&0244$ Revised February 2,2016 00720D-I 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 FY16-CDD STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MFD.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 21 of63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier,except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid,unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements)proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 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: l) it is at least equal in materials of construction, quality, durability, appearance, strength,and design characteristics; CITY OF FORT WORTH - FYY6-CD9 STREET RFPAIR AND RECON.PROGRAMAND NEAR SOUTH SIDE MFD.DiST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole;and 3) it has a proven record of 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 FY1.6-CD9 STRFFT REPAIR AND RECON.PROGRAMAND NVAR SOUTH SfDE MED.DIST.W&S5 MAIN IMPROV, STANDARD CONSTRUCTION SPFCIFICATION DOCUMFNTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty;and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance,repair, and replacement services;and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05.A and 6.05.B. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No"or-equal"or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an"or-equal."City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractors Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. CITY OF FORT WORTH FY15-C39 STREFF REPAIR AND RECON.PROGRAM AND NEAR 50DTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION 5PECIFICATION DOCU MENTS 02387&02445 Revised February 2,2016 007200-] 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: l. 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 fixture 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 FY16-CD9 STREET REPAIR AND RFCON_PROGRAM AND NEAR SOUTH SIDF MED.DIST.W&SS MAIN IMPROV. STAN DARDCONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity;nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code(as amended),including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage sball, 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 Goad Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH FY16-009 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDF MED.DIST.W&SS MAIN~ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act(Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 1 1 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show(i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii)the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit,shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258,Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall 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 FY16-CD9 STREET REPAIR AND RECON_PROGRAM AND NEAR SOUTH SIDF MED.0I51.VVM MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design,process,product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.13. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S. Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH FY16-CD9 STREET REPAIR AND RECON.PRO611AMAND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .01 1, 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. htip://www.window.state.tx.us/t ixinfb/taxf0Tms/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 of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work,the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH FY16-CD9 STRFFT REPAIR AND RECON.PROGRAM AND N£ARSODTN SIDE MED,DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&01445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work,Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemni 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 Perfonnance 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 bettcr 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 FY16-CD9 STREET REPAIRAND RECON.PROGRAM AND NEAR SORTR SIDE MED.DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site;and 3, other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal,relocation,or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal,relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH FYI 6-CD9 STRFFT RFPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MFD.DIST.W&S5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 31 of 63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof. If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours,the City may take such remedial action with City forces or by contract.The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07).Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review-shall-not excuse-Contractor--from-requirements-shown--on-the-Drawings-and- - Specifications. 5. For-Information-Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH FY16-CD95TREET REPAIR AND RECON.PROGRAMAND NEAR SOUTH 51DE MED"DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02357&02445 Revised February 2,2016 007200-1 GENERAL.CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review.- 11. eview.•1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents)or to safety precautions or programs incident thereto.The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification,or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible;or CITY OF FORT WORTH FYt6-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 33 Of 63 2, normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 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 TS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EDEN IF IT IS ALLEGFI) OR PROVEN THAT ALL. OR SOME OF THF. DAMAGES BEING SOUGHT WERE CAUSED. IN WHOLE OR IN PART BY ANY ACT. OMISSION OR NEGLTGEM E 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. TIRS 1NDRNMI I ATION PROVISION TS CITY OF FORT WORTH FP16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&01445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 34 of 63 SPE.CIEiCALLY INTENDED TO OPERATE AND BE EFFECTIVE MN IF IT IS ALLEGED OR PROVEN THAT AIJL OR SOME-OE-THE DAMAGES BEING SOUC"HT WERE CAUSED. IN WHOLE OR IN PARTS BY ANY ACT OMISSION O NEGUQENCL OF THE CITY. 6.22 Delegation Iaf 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 Audil 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 FY16-CO STREET REPAIR AND R€CON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 35 of 63 Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. C. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 6.24 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit- related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. ARTICLE 7—OTHER WORK AT THE SITE 7.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work;and B. Contractor shall afford each other contractor who is a party to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. CITY OF FORT WORTH FY16-CD9 S1R5F7 REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED"DIST.W&SS MAIN IMPROV- STANDARDCONSTRUCTIONSPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 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 When Due City shall make payments to Contractor in accordance with Article 14. 8.04 Lands and Easements,-Reports and Tests City's duties with respect to providing lands and easements and providing engineering surveys to establish reference points are set forth in Paragraphs 4.01 and 4.05. Paragraph 4.02 refers to City's identifying and making available to Contractor copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at or contiguous to the Site that have been utilized by City in preparing the Contract Documents. 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH FV16-CQ9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED,DIST.W&SS MA7J IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 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 Mary Hanna, or his/her successor pursuant to written notification from the Director of Transportation and Public Works. 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 FY16-CD9 STRFFTREpAIR AND RECON.PROGRAM AND NFAR SOUTH SIDr MED.DISE.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCU MFNTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 38 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor,who shall 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 Detenninations 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 Requireinents 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 FYIG-CD9 STREET REPAIR AND RECON_PROGRAM AND NEAR SOUTH SIDE MED,DIST.W&5S MAIN IMPROV_ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 00 72 00-1 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 FY16-CD9 STREET REPAIR AND RECON.PROCRAMAND NEARSOUTH SIDE MED.D15T.W&Ss MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 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 making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto(unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal(unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor,if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2. approve the Contract Claim;or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NFAR SOUTH SIDF MED.DIST.W&SS MAIN IMPROV_ STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 41 of 63 D. City's written action under Paragraph 10.06.0 will be final and binding, unless City or Contractor invoke the dispute resolution procedure set forth in Article 16 within 30 days of such action or denial. E. No Contract Claim for an adjustment in Contract Price or Contract Time will be valid if not submitted in accordance with this Paragraph 10.06. ARTICLE 11—COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK; PLANS QUANTITY MEASUREMENT 11.01 Cost of the Work A. Costs Included.- The term Cost of the Work means the sum of all costs, except those excluded in Paragraph 11.01.13, 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 perfornlance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55%markup,or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH VY16-CD9 STREET REPAIR AMC)RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERA!_CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable,and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH H16-09 STRFFT REPAIR AND RFCON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMFNT5 02587&02445 Revised February 2,2016 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 12.0l.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.0l.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH PY16{09 STREET REPAIR AND RECON,PROGRAM AND NEAR SOUTH 51DE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 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 FY16-CD9 s'rRFFT REPAIR AND RFCON.PROGRAM AND NEAR SOUTH SIDE MED.DIST-W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL.CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25%from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 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 FYI S CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SMF MED.1)15T-W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 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.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit(determined as provided in Paragraph 12.01.C). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee;or 2. if a fixed fee is not agreed upon,then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.0l.A.2. and 11.01.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5,the Contractor's fee shall be five percent(5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH FY16-CD!)STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MFD.DIST.W&s5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised FebruarV2,2016 007200-1 GENERAL CONDITIONS Page 47 of 63 tier, will be paid a fee of 15 percent of the costs incurred by such Subcontractor under Paragraphs 11.01.A.1 and 11.01.A.2 and that any higher tier Subcontractor and Contractor will each be paid a fee of five percent(5%) of the amount paid to the next lower tier Subcontractor,however in no case shall the cumulative total of fees paid be in excess of 25%; c. no fee shall be payable on the basis of costs itemized under Paragraphs 11.01.A.6, and 11.01.13; d. the amount of credit to be allowed by Contractor to City for any change which results in a net decrease in cost will be the amount of the actual net decrease in cost plus a deduction in Contractor's fee by an amount equal to five percent (5%) of such net decrease. 12.02 Change of Contract Time A. The Contract Time may only be changed by a Change Order. B. No extension of the Contract Time will be allowed for Extra Work or for claimed delay unless the Extra Work contemplated or claimed delay is shown to be on the critical path of the Project Schedule or Contractor can show by Critical Path Method analysis how the Extra Work or claimed delay adversely affects the critical path. 12.03 Delays A. Where Contractor is reasonably delayed in the performance or completion of any part of the Work within the Contract Time due to delay beyond the control of Contractor, the Contract Time may be extended in an amount equal to the time lost due to such delay if a Contract Claim is made therefor. Delays beyond the control of Contractor shall include, but not be limited to, acts or neglect by City, acts or neglect of utility owners or other contractors performing other work as contemplated by Article 7, fires, floods, epidemics, abnormal weather conditions,or acts of God. Such an adjustment shall be Contractor's sole and exclusive remedy for the delays described in this Paragraph. B. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. C. Contractor shall not be entitled to an adjustment in Contract Price or Contract Time for delays within the control of Contractor. Delays attributable to and within the control of a Subcontractor or Supplier shall be deemed to be delays within the control of Contractor. D. The Contractor shall receive no compensation for delays or hindrances to the Work,except when direct and unavoidable extra cost to the Contractor is caused by the failure of the City to provide information or material,if any,which is to be furnished by the City. CITY OF FORT WORTH FY16-CM STREET REPAIR AND RECON,PROGRAM AND NEAR SOUTH S[DF MED.DIST.W&S5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13—TESTS AND INSPECTIONS; CORRECTION,REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected,corrected,or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide there 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, rc-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 Iaboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. I. 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 FY1.6-CD9 STREET REPAIR AND RFODN.PROGRAMAND NFARSOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 44 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 FV1,6-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MA1N IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 50 of 63 Subcontractor, any Supplier, any other individual or entity,or any surety for, or employee or agent of any of them. 13.06 Correction or Removal of Defective Work A. 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 ail claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any,on said Work. 13.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1, repair such defective land or areas;or 2. correct such defective Work,or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement(including but not limited to all costs of repair Or replacement of work of others)will be paid by Contractor. CITY OF FORT WORTH FY16-CD9 STREET REPAIRAND RECON,PROGRAM AND NEAR SOUTH SIDE MFD.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 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 If, instead of requiring correction or removal and replacement of defective Work, City prefers to accept it, City may do so. Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) attributable to City's evaluation of and determination to accept such defective Work and for the diminished value of the Work to the extent not otherwise paid by Contractor. If any such acceptance occurs prior to Final Acceptance, a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work, and City shall be entitled to an appropriate decrease in the Contract Price, reflecting the diminished value of Work so accepted. 13.09 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work,or to remove and replace rejected Work as required by City in accordance with Paragraph 13.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven(7) days written notice to Contractor,correct,or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 13.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution CITY OF FORT WORTH FY15-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 52 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14—PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. If payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoice, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH FY16-C1195TREET REPAIR AND RECON-PROGRAM AND NFARSOUTH SIDE_MED.015T.W&55 MAIN rMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 023&7&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 53 of63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules,that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents;or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor,or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors,requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09;or CITY OF FORT WORTH H16-CW STREET REPAIR AND RECAN.PROGRAM AND NEAR 501LITH SIDF MFD-DIST_W&S5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 54 of 63 c. 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. Paynent: 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. ayment: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 FY16-009 STREET REPAIR AND RFCON.PROGRAM AND NEAR SOUTH SIDE MPD,DIST.W&S5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 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 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDF MED,DI$r W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised 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 filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages,will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF FORT WORTH FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDF MED.DIST.W&SSMAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200.1 GENERAL CONATIONS 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 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&S5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February2,2016 007200-1 GENERAL CONDITIONS Page 58 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04,or failure to adhere to the City's Business Diversity Enterprise Ordinance #20020-12-2011 established under Paragraph 6.06.13); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City;or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature,the correction of which has been directed in writing by the City;or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily;or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. I. 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 Fy16-CD9 STREET RFPAIR AND RFCON.PROGRAM AND NEAR SOUTH SIDE IVIED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-t GENERAL CONDITIONS Page 59 or 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere,and finish the Work as City may deem expedient. 3. Whether City Or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 5. 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 15.02.13, 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 FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SODTH SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised Fehruary 2.2016 007200-1 GENERAL CONDITIONS Page 60 of 63 15.03 City May Tenninate 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 FY16-CD9 STREET REPAIR AND RFCDN.PROGRAM AND NEAR SOUTH SIDE MFD_DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 61 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored,within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination,the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City,any and all such claims shall be conclusively deemed waived. F. In such case,Contractor shall be paid for(without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work,plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16—DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period,City or Contractor: CITY OF FORT WORTH FY16-009 STREET REPAIRAND RECON,PROGRAM ANU NEAR SOUTH SIDE MED.DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-[ 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 CIaim 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-, I. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended;or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH FY16-009 STRFFT REPAIR AND RECON.PROGRAM AND NEAR SOUTH SlDF MED.DIST.W&SS MkN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 007200-1 GENERAL CONDITIONS Page 63 Df63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH FY16-CD9 STREET RF.PAIR AND RECON-PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 2,2016 CITY OU FORTWORTH FY 16-009 5IRF.E I'R F'.I'AIR AND RECON.PROGRAM AN1)NEAR SOII'lI r SIDE.MF I1.1)IS I WASS MAIN IMPROV. 02387&02445 0073 00-1 SUPPLEMENTARY CONDITIONS Page 1 of7 1 SECTION 00 73 00 2 SUPPLEMENTARY CONDITIONS 3 TO GENERAL CONDITIONS 4 5 Supplementary Conditions 6 7 These Supplementary Conditions modify and supplement Section 00 72 00-General Conditions,and other 8 provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are 9 modified or supplemented remain in full force and effect as so modified or supplemented. Ali provisions 10 of the General Conditions which are not so modified or supplemented remain in full force and effect. 11 12 Defined Terms 13 14 The terms used in these Supplementary Conditions which are defined in the General Conditions have the 15 meaning assigned to them in the General Conditions,unless specifically noted herein. 16 17 Modifications and Supplements 18 19 The following are instructions that modify or supplement specific paragraphs in the General Conditions and 20 other Contract Documents. 21 22 SC-3.035.2,"Resolving Discrepancies" 23 24 Plans govern over Specifications. 25 26 SC-4.01A 27 28 Easement limits shown on the Drawing are approximate and were provided to establish a basis for bidding. 29 Upon receiving the final easements descriptions,Contractor shall compare thein to the lines shown on the 30 Contract Drawings. 31 32 SC-4.01 A.I.,"Availability of Lands" 33 34 The fallowing is a list of known outstanding right-of-way,and/or easements to be acquired,if any as of 35 36 Outstanding Right-Of-Way,and/or Easements to Be Acquired PARCEL OWNER TARGET DATE NUMBER OF POSSESSION NONE 37 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 38 and do not bind the City. 39 40 If Contractor considers the final easements provided to differ materially from the representations on the 41 Contract Drawings,Contractor shall within five(5) Business Days and before proceeding with the Work, 42 notify City in writing associated with the differing easement line locations. 43 44 SC-4.01A.2,"Availability of Lands" 45 46 Utilities or obstructions to be removed,adjusted,and/or relocated 47 CITY OF FORT WORT]I 4Y16-009 STREEPRH.I'AIR ANDRECON.PROGRAM AND NV.AR SOUTH SIDE:ME.D.DIST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised January 22,2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 7 I The following is list of utilities and/or obstructions that have not been removed, adjusted,and/or relocated 2 as of 3 EXPECTED UTILITY AND LOCATION TARGET DATE OF OWNER ADJUSTMENT NONE 4 The Contractor understands and agrees that the dates listed above are estimates only, are not guaranteed, 5 and do not bind the City. 6 7 SC-4.02A.,"Subsurface and Physical Conditions" 8 9 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 10 A Geotechnical Exploration Report No. WI80776,dated 06-13-2018,prepared by Alpha Testing a sub- 11 consultant of ANA Consultants, LLC., a consultant of the City,providing additional information on 12 recommendations to aid design and construction of the new pavement and rehabilitation of existing 13 pavements at various streets. 14 15 A Geotechnical Exploration Report No.CO2387, dated 06-29-2018,prepared by Mr. Uday Bangale and 16 Mr. Zelalem Arega. of City of Fort Worth Capital Delivery Division/Soil Lab recommendations to aid 17 design and construction of the newpavernent and rehabilitation of existing pavements at various streets. 18 19 A Subsurface Utility Engineering Study Report No.B200544,0 1,dated 06-29-2018,prepared by Lamb-Star 20 Engineering, L.P. a sub-consultant of ANA Consultants,LLC., a consultant of the City,providing additional 21 in formation on Existing Underground Electric, Underground Gas,and Underground Storm Drain 22 Crossings located at various streets. 23 24 SC-4.06A.,"Hazardous Environmental Conditions at Site" 25 26 The following are reports and drawings of existing hazardous environmental conditions known to the City: 27 NONE 28 29 SC-5.03A.,"Certificates of Insurance" 30 31 The entities listed below are"additional insureds as their interest may appear"including their respective 32 officers,directors,agents and employees. 33 34 (1) City 35 (2) Consultant: NONE 36 (3) Other: NONE 37 38 SC-5.04A.,"Contractor's Insurance" 39 40 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 41 coverages for not less than the following amounts or greater where required by laws and regulations: 42 43 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 44 45 Statutory limits 46 Employer's liability 47 $100,000 each accident/occurrence 48 $100,000 Disease-each employee 49 $500,000 Disease-policy limit CITY OF FORT WORTH FY16-CI)951'REF'1'REPAIR AND RECON.PROGRAM AND NL-:A&S011'I'H 511}r MI!f},DIST.1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised January 22,2016 007300-3 SUPPLEMENTARY CONDITIONS Page 3 of 7 1 2 SC-5.04B.,"Contractor's Insurance" 3 4 5.04B.Commercial General Liability, under Paragraph GC-5.0413.Contractor's Liability Insurance 5 under Paragraph GC-5.04B.,which shall be on a per project basis covering the Contractor with 6 minimum limits of: 7 8 $1,000,000 each occurrence 9 $2,000,000 aggregate limit 10 11 The policy must have an endorsement(Amendment—Aggregate Limits of Insurance)making the 12 General Aggregate Limits apply separately to each job site. 13 14 The Commercial General Liability Insurance policies shall provide"X","C",and"U"coverage's. 15 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 16 17 SC 5.04C.,"Contractor's Insurance" 18 5.04C. Automobile Liability,under Paragraph GC-5.04C. Contractor's Liability Insurance under 19 Paragraph GC-5.04C.,which shall be in an amount not less than the following amounts: 20 21 (1) Automobile Liability-a commercial business policy shall provide coverage on "Any Auto", 22 defined as autos owned,hired and non-owned. 23 24 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 25 least: 26 27 $250,000 Bodily Injury per person/ 28 $500,000 Bodily Ir jury per accident/ 29 $100,000 Property Damage 30 31 SC-5.04D.,"Contractor's Insurance" 32 33 The Contractor's construction activities will require its employees,agents,subcontractors,equipment,and 34 material deliveries to cross railroad properties and tracks NONE 35 36 The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, 37 hinder,or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains 38 or other property. Such operations on railroad properties may require that Contractor to execute a"Right of 39 Entry Agreement"with the particular railroad company or companies involved, and to this end the 40 Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute 41 the right-of-entry(if any)required by a railroad company. The requirements specified herein likewise relate 42 to the Contractor's use of private and/or construction access roads crossing said railroad company's 43 properties. 44 45 The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide 46 coverage for not less than the following amounts,issued by companies satisfactory to the City and to the 47 Railroad Company for a term that continues for so long as the Contractor's operations and work cross, 48 occupy,or touch railroad property: 49 50 (1) General Aggregate: $NONE 51 52 (2) Each Occurrence: $NONE 53 54 _Required for this Contract X Not required for this Contract 55 CITY OF FORT WORTH FY16-039 M'KEET H EPAIH AND RECON.PROGRAM.IND NEAR SOUTH Sr6F:MEO.DIST.W&SS MAW IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised January 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 or7 1 With respect to the above outlined insurance requirements,the following shall govern: 2 3 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 4 the name of the railroad company. However, if more than one grade separation or at-grade 5 crossing is affected by the Project at entirely separate locations on the line or lines of the same 6 railroad company, separate coverage may he required,each in the amount stated above. 7 8 2. Where more than one railroad company is operating on the same right-of-way or where several 9 railroad companies are involved and operated on their own separate rights-of-way, the Contractor 10 may be required to provide separate insurance policies in the name of each railroad company. 11 12 3. If, in addition to a grade separation or an at-grade crossing, other work or activity is proposed on a 13 railroad company's right-of-way at a location entirely separate from the grade separation or at- 14 grade crossing,insurance coverage for this work must be included in the policy covering the grade 15 separation. 16 17 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- Is way, all such other work may be covered in a single policy for that railroad,even though the work 19 may be at two or more separate locations. 20 21 No work or activities on a railroad company's property to be performed by the Contractor shall be 22 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 23 for each railroad company named,as required above. All such insurance must be approved by the City and 24 each affected Railroad Company prior to the Contractor's beginning work. 25 26 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 27 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, 28 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 29 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 30 railroad company operating over tracks involved in the Project. 31 32 SC-6.04.,"Project Schedule" 33 34 PROJECT SCHEDULE SHALL BE TIER 3 FOR THE PROJECT 35 36 THE CONTRACTOR MAY CHANGE THE SEQUENCE OF CONSTRUCTION BUT SHALL SUBMIT 37 A NEW RECOMMENDED SEQUENCE OF CONSTRUCTION TO THE ENGINEER FOR APPROVAL 38 PRIOR TO ANY CONSTRUCTION ACTIVITIES: 39 1. BRYAN AVE.(FROM E. VICKERY BLVD.TO E.TUCKER ST.) 40 2. CALHOUN ST.(FROM E. VICKERY BLVD. TO E. BROADWAY AVE.) 41 3. E.TUCKER ST. (FROM BRYAN AVE.TO S. CALHOUN ST.) 42 4. E. PETER SMITH ST. (FROM S. MAIN ST.TO BRYAN AVE.) 43 5. E.CALHOUN ST. (FROM E. PETERSMiTH ST.S.CUL-DE-SAC) 44 6. E. ANNIE ST. (FROM CRAWFORD ST.TO S. CALHOUN ST.) 45 7. CRAWFORD ST. (FROM E. PETERSMITH ST.TO E. HATTIE ST.) 46 8. E. DASHWOOD ST. (FROM S. MAIN ST. TO CRAWFORD ST.) 47 9. BRYAN AVE, (FROM E.BROADWAY AVE.TO E.TERRELL ST.) 48 10. E.VICKERY BLVD. (FROM S.MAIN ST.TO I-35W) 49 11. E. DAGGETT AVE. (FROM S.JENNINGS AVE.TO S.MAIN ST.) *CON STRUCTI0N CAN 50 ONLY BEGIN AFTER COMPLETION OF BROADSTONF,DAGGETT APAR I-MENTS FS- 51 18-045 BY GATES-CLARK 52 53 SC-6.07.,"Wage Rates" 54 CITY OF FORT WORTH FY16-CD9 SIRET I'REA'AIR AND RECON.FROCK AM.IND NEAR SOUTH SIDE:MLI).[RS"I'.N&SS MAIM IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised January 22,2016 007300-5 SUPPLEMENTARY CONDITIONS Page 5 of 7 1 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 2 Appendixes: 3 <Buzzsaw location, Resources/02-Construction Documents/Specifications/Div 00-General Conditions/ 4 CFW Horizontal Wage Rate Table.pdp 5 <Buzzsaw location, Resources/02-Construction Documents/Specifications/Div 00-General Conditions/ 6 CFW vertical Wage Rate Table.pdf> 7 8 SC-6.09.,"Permits and Utilities" 9 10 SC-6.09A.,"Contractor obtained permits and licenses" 11 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 12 1. NONE 13 14 SC-6.09B."City obtained permits and licenses" 15 The following are known pen-nits and/or licenses required by the Contract to be acquired by the City: 16 2. SW3P 17 3. Street Permit 18 19 SC-6.09C."Outstanding permits and licenses" 20 21 The following is a list of known outstanding permits and/or licenses to be acquired,if any as of August 29, 22 2018 23 24 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION NONE 25 26 SC-6.246.,"Title VI,Civil Rights Act of 1964 as amended" 27 28 During the performance of this Contract,the Contractor,for itself,its assignees and successors in interest 29 (hereinafter referred to as the"Contractor")agrees as follows: 30 31 1. Compliance with Regulations:The Contractor shall comply with the Regulation relative to 32 nondiscrimination in Federally-assisted programs of the Department of Transportation(hereinafter, 33 "DOT")Title 49,Code of Federal Regulations,Part 21,as they may be amended from time to time, 34 (hereinafter referred to as the Regulations),which are herein incorporated by reference and made a part 35 of this contract. 36 37 2, Nondiscrimination:The Contractor,with regard to the work performed by it during the contract, shall 38 not discriminate on the grounds of race,color,or national origin,in the selection and retention of 39 subcontractors,including procurements of materials and leases of equipment.The Contractor shall not 40 participate either directly or indirectly in the discrimination prohibited by 49 CFR,section 21.5 of the 41 Regulations,including employment practices when the contract covers a program set forth in 42 Appendix B of the Regulations. 43 44 3. Solicitations for Subcontractors,Including Procurements of Materials and Equipment: In all 45 solicitations either by competitive bidding or negotiation made by the contractor for work to be 46 performed under a subcontract,including procurements of materials or leases of equipment,each 47 potential subcontactor or supplier shall be notified by the Contractor of the Contractor's obligations 48 under this contract and the Regulations relative to nondiscrimination on the grounds of race,color,or 49 national origin. 50 CITY OF FORT WORTH FYI6-CD9 SPRE.);T RFPAIA AND RECON.PROGRAM AND NEAR SOVIN SIDE:MFA).DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised January 22,2016 007300-6 SUPPLEMENTARY CONDITIONS Page 6 oF7 1 4. Information and Reports:The Contractor shall provide all information and reports required by the 2 Regulations or directives issued pursuant thereto,and shall permit access to its books,records, 3 accounts,other sources of information and its facilities as may be determined by City or the Texas 4 Department of Transportation to be pertinent to ascertain compliance with such Regulations,orders 5 and instructions. Where any information required of a contractor is in the exclusive possession of 6 another who fails or refuses to furnish this information the contractor shall so certify to the City,or the 7 Texas Department of Transportation,as appropriate,and shall set forth what efforts it has made to 8 obtain the information. 9 10 5. Sanctions for Noncompliance: In the event of the Contractor's noncompliance with the 11 nondiscrimination provisions of this Contract,City shall impose such contract sanctions as it or the 12 Texas Department of Transportation may determine to be appropriate,including,but not limited to: 13 14 a. withholding of payments to the Contractor under the Contract until the Contractor 15 complies,and/or 16 b. cancellation,termination or suspension of the Contract,in whole or in part. 17 18 6. Incorporation of Provisions: The Contractor shall include the provisions of paragraphs(1)through 19 (6)in every subcontract,including procurements of materials and[cases of equipment, unless exempt 20 by the Regulations,or directives issued pursuant thereto.The Contractor shall take such action with 21 respect to any subcontract or procurement as City or the Texas Department of Transportation may 22 direct as a means of enforcing such provisions including sanctions for non-compliance: Provided, 23 however,that,in the event a contractor becomes involved in,or is threatened with, litigation with a 24 subcontractor or supplier as a result of such direction,the contractor may request City to enter into 25 such litigation to protect the interests of City,and, in addition,the contractor may request the United 26 States to enter into such litigation to protect the interests of the United States. 27 28 Additional Title V[requirements can be found in the Appendix. 29 30 SC-7.02.,"Coordination' 31 32 The individuals or entities listed below have contracts with the City for the performance of other work at 33 the Site: 34 Vendor Scope of Work Coordination Authority NO]VF, 35 36 37 SC-$A1,"Communications to Contractor" 38 39 Existing Underground Fiber Optics Cable, Telecommunication Duct, and Gas lines located in various 40 streets. Please be cautious in those areas and reference the construction drawings for those utility 41 locations. 42 Any telecommunication manhole adjustments shall he done by the Franchise Utility. 43 AT&T contact James Meirose: Cell: 817-201-9461, Email:JM3684@ATT,COM 44 45 Bryan Ave.shall be constructed first as stated in the construction drawings. Water improvements shall be 46 constructed immediately followed by the concrete paving improvements. 47 48 There are approximately 305 SY of bricks to be removed and salvaged on Calhoun St. 49 This Brick pavement shall be replaced with concrete pavement,please reference the construction drawings. 50 CITY OF FORT WORT[I Vy1d-C11991TK CHK1'AIHANTIHYX'ON.PROGRAMANDNEARSOUlHSIDE!MFD.DIST.1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised lanualy 22,2016 007300-7 SUPPLEMENTARY CONDITIONS Page 7 of 7 1 All existing 24"diameter Sanitary Sewer Rims within paving limits shall be replaced with 30"diameter 2 Sanitary Sewer Rims with concrete collar per City of Fort Worth Standards. 3 - 4 SC-9.01.,"City's Project Manager" 5 6 The City's Project Manager for this Contract is Mary Hanna,or his/her successor pursuant to written 7 notification from the Director of Transportation and Public Works or Water Department. 8 9 SC-13.03C.,"Tests and Inspections" 10 11 NONE 12 13 SC-16.01C.1,"Methods and Procedures" 14 15 NONE 16 17 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1/2212016 F.Griffin 5C"9.01.,"City's Project Representative"wording changed to City's Project Manager. 18 CITY OF FORT WORTH F'YI6-C69 S'I rTT R4.PAIR AND RECON.PROGRAM ANI)NEAR SWIM SRW.MFI),DI&r.%V&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised January 22,2016 01 1100-1 SUMMARY OF WORK Page 1 o1`3 1 SECTION 01 1100 2 SUMMARY OF WORK 3 PART ] - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 -General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Work Covered by Contract Documents 19 1. Work is to include furnishing all labor, materials, and equipment, and performing 20 all Work necessary for this construction project as detailed in the Drawings and 21 Specifications. 22 B. Subsidiary Work 23 1, Any and all Work specifically governed by documentary requirements for the 24 project, such as conditions imposed by the Drawings or Contract Documents in 25 which no specific item for bid has been provided for in the Proposal and the item is " 26 not a typical unit bid item included on the standard bid item list,then the item shall 27 be considered as a subsidiary item of Work,the cost of which shall be included in 28 the price bid in the Proposal for various bid items. 29 C. Use of Premises 30 1. Coordinate uses of premises under direction of the City. 31 2. Assume full responsibility for protection and safekeeping of materials and 32 equipment stored on the Site. 33 3. Use and occupy only portions of the public streets and alleys, or other public places 34 or other rights-of-way as provided for in the ordinances of the City,as shown in the 35 Contract Documents, or as may be specifically authorized in writing by the City. 36 a. A reasonable amount of tools, materials, and equipment for construction 37 purposes maybe stored in such space,but no more than is necessary to avoid 38 delay in the construction operations. CITY OF FORT WORTH rYIG CD9$I'RKF,I'RF.I'AIR ANI)RY.CONATOOR AM AND WAR SOUTH SIDE MED.DIST.W&%MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 11 00-2 SUMMARY OF WORK Page ora 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. _ 4 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within F,asements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the _ 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights-of-way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to,all trees, shrubbery,plants, 18 lawns,fences,culverts, curbing,and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual,or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act,omission,neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement,shall be subsidiary to the various items bid in the 41 project proposal,unless a bid item is specifically provided in the proposal. CI'rY OF FORT WORTH FV16-009 SIRy,F.'I'RF:I'AIR ANI/RVVON.VKOGRAM AND NKAK SOUTH SMF:MFD.DIST.%V&SS MAIN iMPKOY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 11 00-3 SUMMARY OF WORK Page 3 of3 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 DA'T'E NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS"16-co9 5TRP.I':I'REPNE AIR AND RECON.PROGRAM AND AR SOUTH 300 MN:D,DIST,W&SS MAIN IWHOV. Revised December 20,2012 02387&02445 01 2500-1 SUBSTITUTION PROCEDURES Page 1 of4 I 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. None. 16 C. Related Specification Sections include,but are not necessarily limited to: 17 1. Division 0--Bidding Requirements,Contract Forms and Conditions of the Contract 18 2. Division 1 —General Requirements 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Measurement and Payment 21 1. Work associated with this Item is considered subsidiary to the various items bid. 22 No separate payment will be allowed for this Item. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Request for Substitution-General 26 1. Within 30 days after award of Contract(unless noted otherwise), the City will 27 consider formal requests from Contractor for substitution of products in place of 28 those specified. 29 2. Certain types of equipment and kinds of material are described in Specifications by 30 means of references to names of manufacturers and vendors,trade names, or 31 catalog numbers. 32 a. When this method of specifying is used, it is not intended to exclude from 33 consideration other products bearing other manufacturer's or vendor's names, 34 trade names, or catalog numbers,provided said products are"or-equals," as 35 determined by City. 36 3. Other types of equipment and kinds of material maybe acceptable substitutions 37 under the following conditions: 38 a. Or-equals are unavailable due to strike, discontinued production of products 39 meeting specified requirements, or other factors beyond control of Contractor; 40 or, CITY OF FORT WORTH FY16•C"9 SI'RFF.I'REPAIR AND RECON.PROGRAM AND Nr.AR SOUTH SII)F;MFI)_I)Mr.%V&.SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02357&02445 Revised July 1,2011 012500-2 SUBSTITUTION PROCEDURES Page 2 of4 1 b. Contractor proposes a cost and/or time reduction incentive to the City. 2 1.5 SUBMITTALS 3 A. See Request for Substitution Form(attached) 4 B. Procedure for Requesting Substitution 5 1. Substitution shall be considered only: 6 a. After award of Contract 7 b. Under the conditions stated herein 8 2. Submit 3 copies of each written request for substitution, including: 9 a. Documentation 10 1) Complete data substantiating compliance of proposed substitution with 11 Contract Documents 12 2) Data relating to changes in construction schedule,when a reduction is 13 proposed 14 3) Data relating to changes in cost 15 b. For products 16 1) Product identification 17 a) Manufacturer's name 18 b) Telephone number and representative contact name 19 c) Specification Section or Drawing reference of originally specified 20 product, including discrete name or tag number assigned to original 21 product in the Contract Documents 22 2) Manufacturer's literature clearly marked to show compliance of proposed 23 product with Contract Documents 24 3) Itemized comparison of original and proposed product addressing product 25 characteristics including, but not necessarily limited to: 26 a) Size 27 b) Composition or materials of construction 28 c) Weight 29 d) Electrical or mechanical requirements 30 4) Product experience 31 a) Location of past projects utilizing product 32 b) Name and telephone number of persons associated with referenced 33 projects knowledgeable concerning proposed product 34 c) Available field data and reports associated with proposed product 35 5) Samples 36 a) Provide at request of City. 37 b) Samples become the property of the City. 38 c. For construction methods: 39 l) Detailed description of proposed method 40 2) Illustration drawings 41 C. Approval or Rejection 42 1. Written approval or rejection of substitution given by the City 43 2. City reserves the right to require proposed product to comply with color and pattern 44 of specified product if necessary to secure design intent. 45 3. In the event the substitution is approved, the resulting cost and/or time reduction 46 will be documented by Change Order in accordance with the General Conditions. CITY OF FORT WORTH "16-CO9STREKTRN.PAIR AND RISCON.PKOGRAM AND NKAK SOUTH SIDEMED DIST.iV&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July I,2011 01 2500-3 SUBSTITUTION PROCEDURES Page 3 of4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if- 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 c. In the City's opinion,acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion, substitution will not perform adequately the function 8 consistent with the design intent 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product, the Contractor 14 represents that the Contractor: 15 1. Has investigated proposed product, and has determined that it is adequate or 16 superior in all respects to that specified, and that it will perform function for which 17 it is intended 18 2. Will provide same guarantee for substitute item as for product specified 19 3. Will coordinate installation of accepted substitution into Work, to include building 20 modifications if necessary,making such changes as may be required for Work to be 21 complete in all respects 22 4. Waives all claims for additional costs related to substitution which subsequently 23 arise 24 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 25 1.11 FIELD [SITE] CONDITIONS [NOT USED] 26 1.12 WARRANTY [NOT USED] 27 PART 2 - PRODUCTS [NOT USED] 28 PART 3 - EXECUTION [NOT USED] 29 END OF SECTION 30 Revision Log DATE NAME SUMMARY OF CHANGE 31 CITY OF FORT WORTH FYI 6dD9SIR EKTREVAIRAND RECON.VROOXAMANDNEAR SO 'IHSII)r.mr.o.DIST.W SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&01445 Revised July 1,2011 01 2500-4 SUBSTITUTION PROCEDURES Page 4 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 11 Proposed Substitution: 12 Reason for Substitution: 13 Include complete information on changes to Drawings and/or Specifications which proposed 14 substitution will require for its proper installation. 15 16 Fill in Blanks Below: 17 A. Will the undersigned contractor pay for changes to the building design, including engineering 18 and detailing costs caused by the requested substitution? 19 20 21 B. What effect does substitution have on other trades? 22 23 24 C. Differences between proposed substitution and specified item? 25 26 27 D. Differences in product cost or product delivery time? 28 29 30 E. Manufacturer's guarantees of the proposed and specified items are: 31 32 Equal Better(explain on attachment) 33 The undersigned states that the function, appearance and quality are equivalent or superior to the 34 specified item. 35 Submitted By: For Use by City 36 37 Signature Recommended _Recommended 38 as noted 39 40 Firm Not recommended Received late 41 Address By 42 Date 43 Date Remarks 44 Telephone 45 46 For Use by City: 47 48 Approved Rejected 49 City Date CITY OF FORT WORTH FYI6-0Y9 SfRUFX REPAIR AND KYCON.PROGRAM AND NEAR SOUTH SIDE.MN.IX IWO%1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 Dl 31 19-1 PRECONSTRUCTION MEETING Page 1 o4`3 1 SECTION 01 31 19 2 PRECONSTRUCTION MEETING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 20 1. Attend preconstruction meeting. 21 2. Representatives of Contractor,subcontractors and suppliers attending meetings 22 shall be qualified and authorized to act on behalf of the entity each represents. 23 3. Meeting administered by City may be tape recorded. 24 a. If recorded, tapes will be used to prepare minutes and retained by City for 25 future reference. 26 B. Preconstruction Meeting 27 1. A preconstruction meeting will be held within 14 days after the execution of the 28 Agreement and before Work is started. 29 a. The meeting will be scheduled and administered by the City. 30 2. The Project Representative will preside at the meeting,prepare the notes of the 31 meeting and distribute copies of same to all participants who so request by fully 32 completing the attendance form to be circulated at the beginning of the meeting. 33 3. Attendance shall include: 34 a. Project Representative 35 b. Contractor's project manager 36 c. Contractor's superintendent 37 d. Any subcontractor or supplier representatives whom the Contractor may desire 38 to invite or the City may request CITY OF FORT WORTH FYI6-CIY9 SI'REVf REPAIR AND RP.CON.PROGRAM ANO NEAR SOUTH SIDE MEI).DIST.IV&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised August 17,2012 01 31 19-2 PRECONSTRUCTION MEETING Page 2 of 3 1 e. Other City representatives 2 f. Others as appropriate 3 4. Construction Schedule 4 a. Prepare baseline construction schedule in accordance with Section 01 32 16 and 5 provide at Preconstruction Meeting. 6 b. City will notify Contractor of any schedule changes upon Notice of 7 Preconstruction Meeting, 8 5. Preliminary Agenda may include: 9 a. Introduction of Project Personnel 10 b. General Description of Project 11 c. Status of right-of-way,utility clearances, easements or other pertinent permits 12 d. Contractor's work plan and schedule 13 e. Contract Time 14 f. Notice to Proceed 15 g. Construction Staking 16 h, Progress Payments 17 i. Extra Work and Change Order Procedures 18 j. Field Orders 19 k. Disposal Site Letter for Waste Material 20 1. Insurance Renewals 21 m. Payroll Certification 22 n. Material Certifications and Quality Control Testing 23 o. Public Safety and Convenience 24 p. Documentation of Pre-Construction Conditions 25 q. Weekend Work Notification 26 r. Legal Holidays 27 s. Trench Safety Plans 28 t. Confined Space Entry Standards 29 u. Coordination with the City's representative for operations of existing water 30 systems 31 v. Storm Water Pollution Prevention Plan 32 w. Coordination with other Contractors 33 x. Early Warning System 34 y. Contractor Evaluation 35 z. Special Conditions applicable to the project 36 aa. Damages Claims 37 bb. Submittal Procedures 38 cc. Substitution Procedures 39 dd. Correspondence Routing 40 cc, Record Drawings 41 ff. Temporary construction facilities 42 gg. M/WBE or MBE/SBE procedures 43 hh. Final Acceptance 44 ii. Final Payment 45 jj. Questions or Comments CITY OF FORT WORTH FYI&CO S'IRF:F:'I'RKPAIR AND RECON.PROGRAM AND NF;AR SOUTH SIDEMED,11IS'I',W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised August 17,2012 01 31 19-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] b 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 FYI6-CIY99I'RKVT RFTAIK AND RECON.PRUGR AM AND NEAK SOUIH SIDE MEI).DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised August 17,2012 01 31 20-1 PROJECT MEETINGS Page I of3 1 SECTION 01 31 20 2 PROJECT MEETINGS 3 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Provisions for project meetings throughout the construction period to enable orderly 8 review of the progress of the Work and to provide for systematic discussion of 9 potential problems 10 B. Deviations this City of Fort Worth Standard Specification I 1 1. None, 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 REFERENCES [NOT USED] 20 1.4 ADMINISTRATIVE REQUIREMENTS 21 A. Coordination 22 1. Schedule,attend and administer as specified,periodic progress meetings, and 23 specially called meetings throughout progress of the Work. 24 2. Representatives of Contractor, subcontractors and suppliers attending meetings 25 shall be qualified and authorized to act on behalf of the entity each represents. 26 3. Meetings administered by City may be tape recorded. 27 a. If recorded, tapes will be used to prepare minutes and retained by City for 28 future reference. 29 4. Meetings, in addition to those specified in this Section, may be held when requested 30 by the City, Engineer or Contractor. 31 B. Pre-Construction Neighborhood Meeting 32 1. After the execution of the Agreement, but before construction is allowed to begin, 33 attend 1 Public Meeting with affected residents to: 34 a. Present projected schedule,including construction start date 35 b. Answer any construction related questions 36 2. Meeting Location 37 a. Location of meeting to be determined by the City. 38 3. Attendees CITY OF FORT WORTH FVI y-co9 srRKn'RI!I A?R ANI)RE(ON.PROOKAM ANI1 NEAR SOW"SIDE"FI).1)I91'.1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 3120-2 PROJECT MEETINGS Page 2 of 3 1 a. Contractor 2 b. Project Representative 3 c. Other City representatives 4 4. Meeting Schedule 5 a. In general, the neighborhood meeting will occur within the 2 weeks following 6 the pre-construction conference. 7 b. In no case will construction be allowed to begin until this meeting is held. 8 C. Progress Meetings 9 1. Formal project coordination meetings will be held periodically. Meetings will be 10 scheduled and administered by Project Representative. 11 2. Additional progress meetings to discuss specific topics will be conducted on an as- 12 needed basis. Such additional meetings shall include,but not be limited to: 13 a. Coordinating shutdowns 14 b. Installation of piping and equipment 15 c. Coordination between other construction projects 16 d. Resolution of construction issues 17 e. Equipment approval 18 3. The Project Representative will preside at progress meetings,prepare the notes of 19 the meeting and distribute copies of the same to all participants who so request by 20 fully completing the attendance form to be circulated at the beginning of each 21 meeting. 22 4. Attendance shall include: 23 a. Contractor's project manager 24 b. Contractor's superintendent 25 c. Any subcontractor or supplier representatives whom the Contractor may desire 26 to invite or the City may request 27 d. Engineer's representatives 28 e. City's representatives 29 f. Others, as requested by the Project Representative 30 5. Preliminary Agenda may include: 31 a. Review of Work progress since previous meeting 32 b. Field observations,problems, conflicts 33 c. Items which impede construction schedule 34 d. Review of oft-site fabrication,delivery schedules 35 e. Review of construction interfacing and sequencing requirements with other 36 construction contracts 37 f. Corrective measures and procedures to regain projected schedule 38 g. Revisions to construction schedule 39 h. Progress, schedule, during succeeding Work period 40 i. Coordination of schedules 41 j. Review submittal schedules 42 k. Maintenance of quality standards 43 1. Pending changes and substitutions 44 m. Review proposed changes for: 45 1) Effect on construction schedule and on completion date 46 2) Effect on other contracts of the Project 47 n. Review Record Documents 48 o. Review monthly pay request CITY OF FORT WORTH F YI6-c D9 s'IRr.rr RPTA1R AND RECON.PROOR AM AND NEAR SOU-111 SIDE:MKIX DISI.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 31 20-3 PROJECT MEETINGS Page 3 of 3 1 p. Review status of Requests for Information 2 6. Meeting Schedule 3 a. Progress meetings will be held periodically as determined by the Project 4 Representative. 5 1) Additional meetings maybe held at the request of the; 6 a) City 7 b) Engineer 8 c) Contractor 9 7. Meeting Location 10 a. The City will establish a meeting Iocation. I 1 1) To the extent practicable, meetings will be held at the Site. 12 1.5 SUBMITTALS [NOT USED] 13 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE [NOT USED] 17 La DELIVERY, STORAGE, AND HANDLING [NOT USED] is 1.1 1 FIELD [SITE] CONDITIONS [NOT USED] 19 1.12 WARRANTY [NOT USED] 20 PART 2 - PRODUCTS [NOT USED] 21 PART 3 - EXECUTION INOT USED] 22 END OF SECTION 23 Revision Log DATE NAMF, SUMMARY OF CHANGE 24 CITY OF FORT WORTH PYI&CW SITELT RERAIK AND RECM PROGRAM AND NY,AR$OU'1'Il SIDN.M""D 1)?S'I'.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 32 33-1 PRECONSTRUCTION VIDEO Page 1 0r2 1 SECTION 0132 33 2 PRECONSTRUCTION VIDEO 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative and procedural requirements for: 7 a. Preconstruction Videos 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2, Division 1 —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 17 1.3 REFERENCES [NOT USED] 18 1.4 ADMINISTRATIVE REQUIREMENTS 19 A. Preconstruction Video 20 1. Produce a preconstruction video of the site/alignment, including all areas in the 21 vicinity of and to be affected by construction. 22 a. Provide digital copy of video upon request by the City. 23 2. Retain a copy of the preconstruction video until the end of the maintenance surety 24 period. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] CITY OF FORT WORTH FY16.CD9 S'I'RN.F:'I'RHPAIR AND RECON.PROGRAM AND NEAR SOU'T'H SIU).WI).DIST'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 3233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3 - EXECUTION[NOT USED] 2 END OF SECTION 3 Revision Log DAI'S NAME SUMMARY OF CHANGE 4 CITY OF FART STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS"16-179&I'RF.rr REI•AIR AND RECON.PROOKAM AND NEAR$011'1[SIDE;MED.DIST.W&SS MAIN IMPROV.Revised July 1,2011 02387&02445 01 33 00-1 SUBMITTALS Pagel of S 1 SECTION 0133 00 2 SUBMITTALS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work-related submittals: 8 a. Shop Drawings 9 b. Product Data(including Standard Product List submittals) 10 c. Samples 11 d. Mock Ups 12 B, Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1, Work associated with this Item is considered subsidiary to the various items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Coordination 24 1. Notify the City in writing, at the time of submittal,of any deviations in the 25 submittals from the requirements of the Contract Documents. 26 2. Coordination of Submittal Times 27 a. Prepare,prioritize and transmit each submittal sufficiently in advance of 28 performing the related Work or other applicable activities, or within the time 29 specified in the individual Work Sections, of the Specifications. 30 b. Contractor is responsible such that the installation will not be delayed by 31 processing times including,but not limited to: 32 a) Disapproval and resubmittal (if required) 33 b) Coordination with other submittals 34 c) Testing 35 d) Purchasing 36 e) Fabrication 37 f) Delivery 38 g) Similar sequenced activities 39 c. No extension of time will be authorized because of the Contractor's failure to 40 transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH 4YI&CI9 STREETREPAIR AND RECON.PROOR AM AND NEAR SOU'rhl SIDE:MFI1.DIST'.\V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 3300-2 SUBMITTALS Page 2 Of 8 1 d. Make submittals promptly in accordance with approved schedule,and in such 2 sequence as to cause no delay in the Work or in the work of any other 3 contractor. 4 B. Submittal Numbering 5 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 6 reference identification numbering system in the following manner: 7 a. Use the first 6 digits of the applicable Specification Section Number. 8 b. For the next 2 digits number use numbers 01-99 to sequentially number each 9 initial separate item or drawing submitted under each specific Section number. 10 c. Last use a letter, A-Z, indicating the resubmission of the same drawing(i.e. 11 A=2nd submission,B=3rd submission, C=4th submission, etc.). A typical 12 submittal number would be as follows: 13 14 03 30 00-08-B 15 16 1) 03 30 00 is the Specification Section for Concrete 17 2) 08 is the eighth initial submittal under this Specification Section 18 3) B is the third submission(second resubmission) of that particular shop 19 drawing 20 C. Contractor Certification 21 1. Review shop drawings,product data and samples, including those by 22 subcontractors,prior to submission to determine and verify the following: 23 a. Field measurements 24 b. Field construction criteria 25 c. Catalog numbers and similar data 26 d. Conformance with the Contract Documents 27 2. Provide each shop drawing,sample and product data submitted by the Contractor 28 with a Certification Statement affixed including: 29 a, The Contractor's Company name 30 b. Signature of submittal reviewer 31 c. Certification Statement 32 1) "By this submittal, I hereby represent that I have determined and verified 33 field measurements, field construction criteria, materials, dimensions, 34 catalog numbers and similar data and I have checked and coordinated each 35 item with other applicable approved shop drawings." 36 D. Submittal Format 37 1. Fold shop drawings larger than S %2 inches x 11 inches to 8 V2 inches x 11 inches. 38 2. Bind shop drawings and product data sheets together. 39 3, Order 40 a. Cover Sheet 41 1) Description of Packet 42 2) Contractor Certification 43 b. List of items/Table of Contents 44 c. Product Data/Shop Drawings/Samples/Calculations 45 E. Submittal Content 46 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH FYIG-17119 S11ZN.ET REPAIR ANI)RP.(ON.PROGRAM AND NEAR SOUTH SII)F.MIKT).DIST.}V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 3300-3 SUBMITTALS Page 3 of 1 2. The Project title and number 2 3. Contractor identification 3 4. The names of: 4 a. Contractor 5 b. Supplier 6 c. Manufacturer 7 S. Identification of the product,with the Specification Section number,page and 8 paragraph(s) 9 6. Field dimensions,clearly identified as such 10 7. Relation to adjacent or critical features of the Work or materials 11 8. Applicable standards, such as ASTM or Federal Specification numbers 12 9. Identification by highlighting of deviations from Contract Documents 13 10. Identification by highlighting of revisions on resubmittals 14 11. An 8-inch x 3-inch blank space for Contractor and City stamps 15 F. Shop Drawings 16 1. As specified in individual Work Sections includes,but is not necessarily limited to: 17 a. Custom-prepared data such as fabrication and erection/installation(working) 18 drawings 19 b. Scheduled information 20 c. Setting diagrams 21 d. Actual shopwork manufacturing instructions 22 e. Custom templates 23 £ Special wiring diagrams 24 g. Coordination drawings 25 h. Individual system or equipment inspection and test reports including: 26 1) Performance curves and certifications 27 i. As applicable to the Work 28 2. Details 29 a. Relation of the various parts to the main members and lines of the structure 30 b. Where correct fabrication of the Work depends upon field measurements 31 1) Provide such measurements and note on the drawings prior to submitting 32 for approval. 33 G. Product Data 34 1. For submittals of product data for products included on the City's Standard Product 35 List, clearly identify each item selected for use on the Project. 36 2. For submittals of product data for products not included on the City's Standard 37 Product List, submittat data may include,but is not necessarily limited to: 38 a. Standard prepared data for manufactured products (sometimes referred to as 39 catalog data) 40 1) Such as the manufacturer's product specification and installation 41 instructions 42 2) Availability of colors and patterns 43 3) Manufacturer's printed statements of compliances and applicability 44 4) Roughing-in diagrams and templates 45 5) Catalog cuts 46 6) Product photographs CITY OF FORT WORTH FYI6-009 SI'KY.N.'I'RFPAIR ANI)RECON_PROOR AM AND NEAR SOUTH SIDE:MFU.VIST.\VQ$$MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 3300-4 SUBMITTALS Page 4 of 8 1 7) Standard wiring diagrams 2 8) Printed performance curves and operational-range diagrams 3 9) Production or quality control inspection and test reports and certifications 4 10) Mill reports 5 11) Product operating and maintenance instructions and recommended 6 spare-parts listing and printed product warranties 7 12) As applicable to the Work 8 H. Samples 9 1. As specified in individual Sections, include,but are not necessarily limited to: 10 a. Physical examples of the Work such as: 11 1) Sections of manufactured or fabricated Work 12 2) Small cuts or containers of materials 13 3) Complete units of repetitively used products color/texture/pattern swatches 14 and range sets 15 4) Specimens for coordination of visual effect 16 5) Graphic symbols and units of Work to be used by the City for independent 17 inspection and testing,as applicable to the Work 18 1. Do not start Work requiring a shop drawing, sample or product data nor any material to 19 be fabricated or installed prior to the approval or qualified approval of such item. 20 1. Fabrication performed, materials purchased or on-site construction accomplished 21 which does not conform to approved shop drawings and data is at the Contractor's 22 risk. 23 2. The City will not be liable for any expense or delay due to corrections or remedies 24 required to accomplish conformity. 25 3. Complete project Work,materials, fabrication, and installations in conformance 26 with approved shop drawings, applicable samples, and product data. 27 1 Submittal.Distribution 28 1. Electronic Distribution 29 a. Confirm development of Project directory for electronic submittals to be 30 uploaded to City's Bu7_,zsaw site, or another external FTP site approved by the 31 City. 32 b. Shop Drawings 33 1) Upload submittal to designated project directory and notify appropriate 34 City representatives via email of submittal posting. 35 2) Hard Copies 36 a) 3 copies for all submittals 37 b) If Contractor requires more than 1 hard copy of Shop Drawings 38 returned, Contractor shall submit more than the number of copies listed 39 above. 40 c. Product Data 41 1) Upload submittal to designated project directory and notify appropriate 42 City representatives via email of submittal posting. 43 2) Hard Copies 44 a) 3 copies for all submittals 45 d. Samples 46 1) Distributed to the Project Representative 47 2. Hard Copy Distribution(if required in lieu of electronic distribution) CITY OF FORT WORTH FY16-CWS REF;rNKPAIR AND KFCON.PROGRAM AND NEAR SOUTH$11)rMED.01ST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 3300-5 SUBMITTALS Page 5 Gf 8 1 a. Shop Drawings 2 1) Distributed to the City 3 2) Copies 4 a) 8 copies for mechanical submittals 5 b) 7 copies for all other submittals 6 c) If Contractor requires more than 3 copies of Shop Drawings returned, 7 Contractor shall submit more than the number of copies listed above. 8 b. Product Data 9 1) Distributed to the City 10 2) Copies 11 a) 4 copies 12 c. Samples 13 1) Distributed to the Project Representative 14 2) Copies 15 a) Submit the number stated in the respective Specification Sections. 16 3. Distribute reproductions of approved shop drawings and copies of approved 17 product data and samples, where required, to the job site file and elsewhere as 18 directed by the City. 19 a. Provide number of copies as directed by the City but not exceeding the number 20 previously specified. 21 K. Submittal Review 22 1. The review of shop drawings, data and samples will be for general conformance 23 with the design concept and Contract Documents. This is not to be construed as: 24 a. Permitting any departure from the Contract requirements 25 b. Relieving the Contractor of responsibility for any errors,including details, 26 dimensions, and materials 27 c. Approving departures from details furnished by the City, except as otherwise 28 provided herein 29 2. The review and approval of shop drawings, samples or product data by the City 30 does:not relieve the Contractor from his/her responsibility with regard to the 31 fulfillment of the terms of the Contract. 32 a. All risks of error and omission are assumed by the Contractor, and the City will 33 have no responsibility therefore. 34 3. The Contractor remains responsible for details and accuracy, for coordinating the 35 Work with all other associated work and trades, for selecting fabrication processes, 36 for techniques of assembly and for performing Work in a safe manner. 37 4. If the shop drawings, data or samples as submitted describe variations and show a 38 departure from the Contract requirements which City finds to be in the interest of 39 the City and to be so minor as not to involve a change in Contract Price or time for 40 performance, the City may return the reviewed drawings without noting an 41 exception. 42 5. Submittals will be returned to the Contractor under 1 of the following codes: 43 a. Code 1 44 1) "NO EXCEPTIONS TAKEN' is assigned when there are no notations or 45 comments on the submittal. 46 a) When returned under this code the Contractor may release the 47 equipment and/or material for manufacture. 48 b. Code 2 CITY OF FORT WORTH 1YI6•CIY9 S 1t VT rRVPAFR AND RECON.PROGRAM ANI)NEAR SGUIYI SIDE Mr.D.DIST.W&SS MAIN IMI-KOY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 3300-6 SUBMITTALS Page 6 of 1 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 2 the notations and comments IS NOT required by the Contractor. 3 a) The Contractor may release the equipment or material for manufacture; 4 however, all notations and comments must be incorporated into the 5 final product. 6 c. Code 3 7 1) "EXCEPTIONS NOTED/RESUBMIT''. This combination of codes is 8 assigned when notations and comments are extensive enough to require a 9 resubmittal of the package. 10 a) The Contractor may release the equipment or material for manufacture; 11 however, all notations and comments must be incorporated into the 12 final product. 13 b) This resubmittal is to address all comments, omissions and 14 non-conforming items that were noted. 15 c) Resubmittal is to be received by the City within 15 Calendar Days of 16 the date of the City's transmittal requiring the resubmittal. 17 d. Code 4 18 l) "NOT APPROVED" is assigned when the submittal does not meet the 19 intent of the Contract Documents. 20 a) The Contractor must resubmit the entire package revised to bring the 21 submittal into conformance. 22 b) It may be necessary to resubmit using a different manufacturer/vendor 23 to meet the Contract Documents. 24 6. Resubmittals 25 a. Handled in the same manner as first submittals 26 1) Corrections other than requested by the City 27 2) Marked with revision triangle or other similar method 28 a) At Contractor's risk if not marked 29 b. Submittals for each item will be reviewed no more than twice at the City's 30 expense. 31 1) All subsequent reviews will be performed at times convenient to the City 32 and at the Contractor's expense,based on the City's or City 33 Representative's then prevailing rates. 34 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 35 all such fees invoiced by the City. 36 c. The need for more than 1 resubmission or any other delay in obtaining City's 37 review of submittals,will not entitle the Contractor to an extension of Contract 38 Time. 39 7. Partial Submittals 40 a. City reserves the right to not review submittals deemed partial,at the City's 41 discretion. 42 b. Submittals deemed by the City to be not complete will be returned to the 43 Contractor,and will be considered"Not Approved" until resubmitted. 44 c. The City may at its option provide a list or mark the submittal directing the 45 Contractor to the areas that are incomplete. 46 8. If the Contractor considers any correction indicated on the shop drawings to 47 constitute a change to the Contract Documents, then written notice must be 48 provided thereof to the City at least 7 Calendar Days prior to release for 49 manufacture. CITY OF FORT WORTH FVFG-CIN STREET REPAIR AND Rrcom PROGRAM AND N12:AR SOUTH SAIF'.MINI.DIST.W&SS MAIN IMI'ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 3300-7 SUBMITTALS Page 7 of 8 1 9. When the shop drawings have been completed to the satisfaction of the City, the 2 Contractor may carry out the construction in accordance therewith and no further 3 changes therein except upon written instructions from the City. 4 10. Each submittal,appropriately coded, will be returned within 30 Calendar Days 5 following receipt of submittal by the City. 6 L. Mock ups 7 1. Mock Up units as specified in individual Sections, include,but are not necessarily 8 limited to, complete units of the standard of acceptance for that type of Work to be 9 used on the Project. Remove at the completion of the Work or when directed. 10 M. Qualifications 11 1. If specifically required in other Sections of these Specifications, submit a P.E. 12 Certification for each item required. 13 N. Request for Information(RFI) 14 1. Contractor Request for additional information 15 a. Clarification or interpretation of the contract documents 16 b. When the Contractor believes there is a conflict between Contract Documents 17 c. When the Contractor believes there is a conflict between the Drawings and 18 Specifications 19 1) Identify the conflict and request clarification 20 2. Use the Request for Information(RFI)form provided by the City. 21 3. Numbering of RFI 22 a. Prefix with"RFT"followed by series number,"-xxx",beginning with"01"and 23 increasing sequentially with each additional transmittal. 24 4. Sufficient information shall be attached to permit a written response without further 25 information. 26 5. The City will log each request and will review the request. 27 a. If review of the project information request indicates that a change to the 28 Contract Documents is required, the City will issue a Field Order or Change 29 Order,as appropriate. 30 1.5 SUBMITTALS [NOT USED] 31 1.6 ACTION SUBMITTALSAN1 ORMATIONAL SUBMITTALS [NOT USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY, STORAGE, AND HANDLING[NOT USED] 36 1.11 FIELD [SITE] CONDITIONS [NOT USED] 37 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH FM CIM SIREYPREPAIR ANO RECON.PROGRAM ANI)NEAR SOUTH 511WMEA).DI$P.W&SS MAIN rMPROK STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 3300-8 SUBMITTALS Page 8 of8 1 PART 2 - PRODUCTS [NOT USED] 2 PART 3 - EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days 5 CITY OF FORT WORTH FYI6-CIY9 SrREF:' RFTAIR AND RECON.PRWKAM AND NY,AR$OU'I'H SIUN MY.U.UIS'I'.1V&SS VMN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 35 13-1 SPECIAL PROJECT PROCEDURES Page 1 Of S 1 SECTION 01 35 13 2 SPECIAL PROJECT PROCEDURES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes,but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives,Drop Weight,Etc. 12 £ Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 —General Requirements 23 3. Section 33 12 25—Connection to Existing Water Mains 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Coordination within Railroad permit areas 27 a. Measurement 28 1) Measurement for this Item will be by lump sum. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 will be paid for at the lump sum price bid for Railroad Coordination. 32 c. The price bid shall include: 33 1) Mobilization 34 2) Inspection 35 3) Safety training 36 4) Additional Insurance 37 5) Insurance Certificates 38 6) Other requirements associated with general coordination with Railroad, 39 including additional employees required to protect the right-of-way and 40 property of the Railroad from damage arising out of and/or from the 41 construction of the Project. 42 2. Railroad Flagmen CITY OF FORT WORTH EYI6,CI9 STREE f REPAIR ANI)RECON.I'ROGR AM ANI)NEAR SOII'I'H SIDE;MVO,DIST.W&SS MAIN IMPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02357&02445 Revised December 20,2012 01 35 13-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 a. Measurement 2 1) Measurement for this Item will be per working day. 3 b. Payment 4 1) The work performed and materials furnished in accordance with this Item 5 will be paid for each working day that Railroad Flagmen are present at the 6 Site. 7 c. The price bid shall include: S 1) Coordination for scheduling flagmen 9 2) Flagmen 10 3) Other requirements associated with Railroad 11 3. All other items 12 a. Work associated with these Items is considered subsidiary to the various Items 13 bid. No separate payment will be allowed for this item. 14 1.3 REFERENCES 15 A. Reference Standards 16 1. Reference standards cited in this Specification refer to the current reference 17 standard published at the time of the latest revision date logged at the end of this 18 Specification, unless a date is specifically cited. 19 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 20 High Voltage Overhead Lines, 21 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 22 Specification 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Coordination with the Texas Department of Transportation 25 1. When work in the right-of-way which is under the jurisdiction of the Texas 26 Department of Transportation(TxDOT): 27 a. Notify the Texas Department of Transportation prior to commencing any work 28 therein in accordance with the provisions of the permit 29 b. All work performed in the TxDOT right-of-way shall be performed in 30 compliance with and subject to approval from the Texas Department of 31 Transportation 32 B. Work near High Voltage Lines 33 1. Regulatory Requirements 34 a. All Work near High Voltage Lines (more than 600 volts measured between 35 conductors or between a conductor and the ground)shall be in accordance with 36 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 37 2. Warning sign 38 a. Provide sign of sufficient size meeting all OSHA requirements. 39 3. Equipment operating within 10 feet of high voltage lines will require the following 40 safety features 41 a. Insulating cage-type of guard about the boom or arm 42 b. Insulator links on the lift hook connections for back hoes or dippers 43 c. Equipment must meet the safety requirements as set forth by OSHA and the 44 safety requirements of the owner of the high voltage lines 45 4. Work within 6 feet of high voltage electric lines CITY OF FORT WORTH F'YIG-CW STRF:F'r RF.PAIX AND RECON.PRO(k AM AND NEAR SOU H SII)F MP:I).DIST.W&S$MAIN WPROI,. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387 cg 02445 Revised December 20,2012 01 35 13-3 SPECIAL PROJECT PROCEDURES Page 3 of$ 1 a. Notification shall be given to: 2 l) The power company(example: ONCOR) 3 a) Maintain an accurate log of all such calls to power company and record 4 action taken in each case. 5 b, Coordination with power company 6 1) After notification coordinate with the power company to: 7 a) Erect temporary mechanical barriers, de-energize the lines,or raise or g lower the lines 9 c. No personnel may work within 6 feet of a high voltage line before the above 10 requirements have been met. 11 C. Confined Space Entry Program 12 1. Provide and follow approved Confined Space Entry Program in accordance with 13 OSHA requirements. 14 2. Confined Spaces include: 15 a. Manholes 16 b. All other confined spaces in accordance with OSHA's Permit Required far 17 Confined Spaces 18 D. Air Pollution Watch Days 19 1. General 20 a. Observe the following guidelines relating to working on City construction sites 21 on days designated as"AIR POLLUTION WATCH DAYS". 22 b. Typical Ozone Season 23 1) May 1 through October 31. 24 c. Critical Emission Time 25 1) 6:00 a.m. to 10:00 a.m. 26 2. Watch Days 27 a. The Texas Commission on Environmental Quality(TCEQ), in coordination 28 with the National Weather Service, will issue the Air Pollution Watch by 3:00 29 p.m. on the afternoon prior to the WATCH day. 30 b. Requirements 3 1) Begin work after 10:00 a.m. whenever construction phasing requires the 32 use of motorized equipment for periods in excess of 1 hour. 33 2) However,the Contractor may begin work prior to 10:00 a.m. if: 34 a) Use of motorized equipment is less than 1 hour, or 35 b) if equipment is new and certified by EPA as "Low Emitting",or 36 equipment burns Ultra Low Sulfur Diesel (ULSD),diesel emulsions,or 37 alternative fuels such as CNG. 38 E. TCEQ Air Permit 39 1. Obtain TCEQ Air Permit for construction activities per requirements of TCEQ. 40 F. Use of Explosives,Drop Weight,Etc. 41 1. When Contract Documents permit on the project the following will apply: 42 a. Public Notification 43 1) Submit notice to City and proof of adequate insurance coverage, 24 hours 44 prior to commencing. 45 2) Minimum 24 hour public notification in accordance with Section O1 3l 13 46 G. Water Department Coordination CITY OF FORT WORTH FY16.CIW SIREF I'REVAIR AND RECON,PROGRAM AND NKAR SOUTH 511)V MV.O,GIS)'.W&SS MAIN IMI'ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 of 3513-4 SPECIAL PROJECT PROCEDURES Page ofg I 1. During the construction of this project, it will be necessary to deactivate, for a 2 period of time, existing lines. The Contractor shall be required to coordinate with 3 the Water Department to determine the best times for deactivating and activating 4 those lines. 5 2. Coordinate any event that will require connecting to or the operation of an existing 6 City water line system with the City's representative. 7 a. Coordination shall be in accordance with Section 33 12 25. 8 b. If needed, obtain a hydrant water meter from the Water Department for use 9 during the life of named project. 10 c. In the event that a water valve on an existing live system be turned off and on I I to accommodate the construction of the project is required, coordinate this 12 activity through the appropriate City representative. 13 1) Do not operate water line valves of existing water system. 14 a) Failure to comply will render the Contractor in violation of Texas Penal 15 Code Title 7, Chapter 28.03 (Criminal Mischief)and the Contractor 16 will be prosecuted to the full extent of the law. 17 b) In addition,the Contractor will assume all liabilities and 18 responsibilities as a result of these actions. 19 H. Public Notification Prior to Beginning Construction 20 1. Prior to beginning construction on any block in the project, on a block by block 21 basis,prepare and deliver a notice or flyer of the pending construction to the front 22 door of each residence or business that will be impacted by construction. The notice 23 shall be prepared as follows: 24 a. Post notice or flyer 7 days prior to beginning any construction activity on each 25 block in the project area. 26 1) Prepare flyer on the Contractor's letterhead and include the following 27 information: 28 a) Name of Project 29 b) City Project No(CPN) 30 c) Scope of Project(i.e. type of construction activity) 31 d) Actual construction duration within the block 32 e) Name of the contractor's foreman and phone number 33 f) Name of the City's inspector and phone number 34 g) City's after-hours phone number 35 2) A sample of the `pre-construction notification' flyer is attached as Exhibit 36 A. 37 3) Submit schedule showing the construction start and finish time for each 38 block of the project to the inspector. 39 4) Deliver flyer to the City Inspector for review prior to distribution. 40 b. No construction will be allowed to begin on any block until the flyer is 41 delivered to all residents of the block. 42 1. Public Notification of Temporary Water Service Interruption during Construction 43 1. In the event it becomes necessary to temporarily shut down water service to 44 residents or businesses during construction,prepare and deliver a notice or flyer of 45 the pending interruption to the front door of each affected resident. 46 2. Prepared notice as follows: 47 a. The notification or flyer shall be posted 24 hours prior to the temporary 48 interruption. CITY OF FORT WORTH EY 16-CW TI-REKTREPAIR AND RF:CDM.PROGRAM ANI]NEAR SOUTH SIO,M,D.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 02387&02445 01 35 13-5 SPECIAL PROJECT PROCEDURES Page 5 of 8 1 b. Prepare flyer on the contractor's letterhead and include the following 2 information: 3 1) Name of the project 4 2) City Project Number 5 3) Date of the interruption of service 6 4) Period the interruption will take place 7 5) Name of the contractor's foreman and phone number 8 6) Name of the City's inspector and phone number 9 c. A sample of the temporary water service interruption notification is attached as 10 Exhibit B. 11 d. Deliver a copy of the temporary interruption notification to the City inspector 12 for review prior to being distributed. 13 e. No interruption of water service can occur until the flyer has been delivered to 14 all affected residents and businesses. 15 f. Electronic versions of the sample flyers can be obtained from the Project 16 Construction Inspector. 17 J. Coordination with United States Army Corps of Engineers(USACE) 18 1. At locations in the Project where construction activities occur in areas where 19 USACE permits are required,meet all requirements set forth in each designated 20 permit. 21 K. Coordination within Railroad Permit Areas 22 1. At locations in the project where construction activities occur in areas where 23 railroad permits are required, meet all requirements set forth in each designated 24 railroad permit. This includes,but is not limited to,provisions for: 25 a. Flagmen 26 b. Inspectors 27 c. Safety training 28 d. Additional insurance 29 e. Insurance certificates 30 f. Other employees required to protect the right-of-way and property of the 31 Railroad Company from damage arising out of and/or from the construction of 32 the project. Proper utility clearance procedures shall be used in accordance 33 with the permit guidelines. 34 2. Obtain any supplemental information needed to comply with the railroad's 35 requirements. 36 3. Railroad Flagmen 37 a. Submit receipts to City for verification of working days that railroad flagmen 38 were present on Site. 39 L. Dust Control 40 1. Use acceptable measures to control dust at the Site. 41 a. If water is used to control dust,capture and properly dispose of waste water. 42 b. If wet saw cutting is performed, capture and properly dispose of slurry. 43 M. Employee Parking 44 1. Provide parking for employees at locations approved by the City. CITY OF FORT WORTH Y Y 16.009 9IRFT I"REPAIR AND RECON.PROGRAM AN D NY.AR SOUTH SIDE.ME.D.DISI.lY&SS MAIN I MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 03387&02445 Revised December 20,2012 01 35 13-6 SPECIAL PROJECT PROCEDURES Page 6 o F 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE, AND HANDLING[NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 1 i END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.4.B—Added requirement of compliance with Health and Safety Code,Title 9. 8/31/2012 D.Johnson Safety,Subtitle A.Public Safety,Chapter 752.High Voltage Overhead Lines. 1.4.E—Added Contractor responsibility for obtaining a TCEQ Air Permit 13 CITY OF FORT WORTH FyI6-C1r951'Kr.KT VrTATR AND RWON,PRUGH AM AND NEAR soU rn Slur,MKil.1)1&r.w&ss MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 35 13-7 SPECIAL PROJECT PROCEDURES Page 7 of g 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 FV 16.co9 SPRPF='r Rr..VAIR AND RECON.PROOR AM AND NEAR SOUTH SII H MED.DIST.W$SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 35 13-8 SPECIAL PROJECT PROCEDURES Page 8 of8 1 EXHIBIT B 2 FORT WORTH Date: POE NO.XXXX Fromm Home: NOTICE OF TEMPORARY WATER SERVICE INTERRUPTION DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE(QUESTIONS ABOUT THIS SHUT-OUT,PLEASE CALL: MR. _AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR 4 CITY OF FORT WORTH FYI4-CD9 S'MEET REPAIR AND RECON.PROGRAM AND NEAR SOTI'll SIDE"HI).DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 4523-1 TESTING AND INSPECTION SERVICES Page I oft 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division l —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 a. Contractor is responsible for performing, coordinating, and payment of all 17 Quality Control testing. 18 b. City is responsible for performing and payment for first set of Quality 19 Assurance testing. 20 1) if the first Quality Assurance test performed by the City fails, the 21 Contractor is responsible for payment of subsequent Quality Assurance 22 testing until a passing test occurs. 23 a) Final acceptance will not be issued by City until all required payments 24 for testing by Contractor have been paid in full. 25 1.3 REFERENCES [NOT USED] 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Testing 28 1. Complete testing in accordance with the Contract Documents. 29 2. Coordination 30 a. When testing is required to be performed by the City,notify City, sufficiently 31 in advance,when testing is needed. 32 b. When testing is required to be completed by the Contractor, notify City, 33 sufficiently in advance, that testing will be performed. 34 3. Distribution of Testing Reports 35 a. Electronic Distribution 36 1) Confirm development of Project directory for electronic submittals to be 37 uploaded to City's Buzzsaw site, or another external FTP site approved by 38 the City. CITY OF FORT WORTH PYI6.CD99IRF.K"I'REPAIR AND RECON.PROOR AM ANI)WEAR SOU111 SR)R mm.INST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 024523-2 "TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Hard Copies 4 a) 1 copy for all submittals submitted to the Project Representative 5 b. Hard Copy Distribution(if required in lieu of electronic distribution) 6 1) Tests performed by City 7 a) Distribute 1 hard copy to the Contractor 8 2) Tests performed by the Contractor 9 a) Distribute 3 hard copies to City's Project Representative 10 4. Provide City's Project Representative with trip tickets for each delivered load of 11 Concrete or Lime material including the following information: 12 a. Name of pit 13 b. Date of delivery 14 c. Material delivered 15 B. Inspection 16 1. Inspection or lack of inspection does not relieve the Contractor from obligation to 17 perform work in accordance with the Contract Documents. 18 1.5 SUBMITTALS [NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY, STORAGE, AND HANDLING[NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS [NOT USED] 27 PART 3 - EXECUTION [NOT USED] 28 END OF SECTION 29 Revision Log DATE NAME SUMMARY OF CHANGE 30 CITY OF FORT WORTH FY16_CM STREETREPAIR AND RECON.PROCR AM AND NEAR M1A SIDE:MN.D.DIST,W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 5000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of4 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including,but not 7 necessarily limited to: 8 a. Temporary utilities 9 b. Sanitary facilities 10 c. Storage Sheds and Buildings 1 l d. Dust control 12 e. Temporary fencing of the construction site 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 --General Requirements 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Work associated with this Item is considered subsidiary to the various Items bid. 21 No separate payment will be allowed for this Item. 22 1.3 REFERENCES [NOT USED] 23 1.4 ADMINISTRATIVE REQUIREMENTS 24 A. Temporary Utilities 25 1, Obtaining Temporary Service 26 a. Make arrangements with utility service companies for temporary services. 27 b. Abide by rules and regulations of utility service companies or authorities 28 having jurisdiction. 29 c. Be responsible for utility service costs until Work is approved for Final 30 Acceptance. 31 1) Included are fuel,power, light,heat and other utility services necessary for 32 execution, completion, testing and initial operation of Work. 33 2. Water 34 a. Contractor to provide water required for and in connection with Work to be 35 performed and for specified tests of piping, equipment, devices or other use as 36 required for the completion of the Work. 37 b. Provide and maintain adequate supply of potable water for domestic 38 consumption by Contractor personnel and City's Project Representatives. 39 c. Coordination 40 1) Contact City I week before water for construction is desired CITY OF FORT WORTH FY16.039 sneer REPAIR AND RECON.PROGRAM AND NEAR SOU III SIDe MED,DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July I,2011 01 5000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of4 1 d. Contractor Payment for Construction Water 2 I) Obtain construction water meter from City for payment as billed by City's 3 established rates. 4 3. Electricity and lighting 5 a. Provide and pay for electric powered service as required for Work, including 6 testing of Work. 7 1) Provide power for Iighting, operation of equipment,or other use. 8 b. Electric power service includes temporary power service or generator to 9 maintain operations during scheduled shutdown. 10 4. Telephone 11 a. Provide emergency telephone service at Site for use by Contractor personnel 12 and others performing work or furnishing services at Site. 13 5. Temporary Heat and Ventilation 14 a. Provide temporary heat as necessary for protection or completion of Work. 15 b. Provide temporary heat and ventilation to assure safe working conditions. 16 B. Sanitary Facilities 17 1. Provide and maintain sanitary facilities for persons on Site. 18 a. Comply with regulations of State and local departments of health. 19 2. Enforce use of sanitary facilities by construction personnel at job site. 20 a. Enclose and anchor sanitary facilities. 21 b. No discharge will be allowed from these facilities. 22 c. Collect and store sewage and waste so as not to cause nuisance or health 23 problem. 24 d. Haul sewage and waste off-site at no less than weekly intervals and properly 25 dispose in accordance with applicable regulation. 26 3. locate facilities near Work Site and keep clean and maintained throughout Project. 27 4. Remove facilities at completion of Project 28 C. Storage Sheds and Buildings 29 1. Provide adequately ventilated, watertight,weatherproof storage facilities with floor 30 above ground level for materials and equipment susceptible to weather damage. 31 2. Storage of materials not susceptible to weather damage may be on blocks off 32 ground. 33 3. Store materials in a neat and orderly manner. 34 a. Place materials and equipment to permit easy access for identification, 35 inspection and inventory. 36 4. Equip building with lockable doors and lighting, and provide electrical service for 37 equipment space heaters and heating or ventilation as necessary to provide storage 38 environments acceptable to specified manufacturers. 39 5. Fill and grade site for temporary structures to provide drainage away from 40 temporary and existing buildings. 41 6. Remove building from site prior to Final Acceptance. 42 D. Temporary Fencing 43 1. Provide and maintain for the duration or construction when required in contract 44 documents 45 E. Dust Control CITY OF FORT WORTH FYI6dI)9 STREKf REPAIR AND RECON.PROOR AM NI)NEAR SOUTH SH)v M4.D.DIST.)V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 5000-3 TEMPORARY FACILITIES AND CONTROLS Page 3 of4 1 1. Contractor is responsible for maintaining dust control through the duration of the 2 project. 3 a. Contractor remains on-call at all times 4 b. Must respond in a timely manner 5 F. Temporary Protection of Construction 6 1. Contractor or subcontractors are responsible for protecting Work from damage due 7 to weather. 8 1.5 SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1.10 DELIVERY,STORAGE, AND HANDLING[NOT USED] 14 1.11 FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY [NOT USED] 16 PART 2 - PRODUCTS [NOT USED] 17 PART 3 - EXECUTION [NOT USED] 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION [NOT USED] 20 3.3 PREPARATION [NOT USED] 21 3.4 INSTALLATION 22 A. Temporary Facilities 23 1. Maintain all temporary facilities for duration of construction activities as needed. 24 3.5 [REPAIR] / [RESTORATION] 25 3.6 RE-INSTALLATION 26 3.7 FIELD [oR] SITE QUALITY CONTROL [NOT USED] 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING [NOT USED] 30 3.11 CLOSEOUT ACTIVITIES 31 A. Temporary Facilities CITY OF FORT WORTH M4-0D9 517V.KTRFPAIR AND REWN.PROGRAM ANO WAR W011 SIDE MP.D.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 5000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 1. Remove all temporary facilities and restore area after completion of the Work, to a 2 condition equal to or better than prior to start of Work. 3 3.12 PROTECTION [NOT USED] 4 3.13 MAINTENANCE [NOT USED] 5 3.14 ATTACHMENTS [NOT USED] 6 END OF SECTION 7 Revision Lag DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH FY16-CITJ$'IRrrrR1:PAIR AND RECON.PROGRAM ANDNEARSOU IN$fRF:MkD.DIST..W&$S MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 5526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page I of3 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification I 1 1. None. 12 C. Related Specification Sections include,but are not necessarily limited to: 13 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 —General Requirements 15 3. Section 34 71 13—Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification,unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices(TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 A. Traffic Control 28 1. General 29 a. When traffic control plans are included in the Drawings,provide Traffic 30 Control in accordance with Drawings and Section 34 71 13. 31 b. When traffic control plans are not included in the Drawings,prepare traffic 32 control plans in accordance with Section 34 71 13 and subunit to City for 33 review. 34 1) Allow minimum 10 working days for review of proposed Traffic Control. 35 B. Street Use Permit 36 1. Prior to installation of Traffic Control,a City Street Use Permit is required. 37 a. To obtain Street Use Permit, submit Traffic Control Plans to City 38 Transportation and Public Works Department. 39 1) Allow a minimum of 5 working days for permit review. CITY OF FORT WORTH FY145C1)9SIREETKUAIRANDRECON.I'ROOKAMANDNKARSOUTH SIDEMM.DIST.W&SSMAINIMPKOY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02357&02445 Revised July 1,2011 Ol 55 26-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of3 1 2) Contractor's responsibility to coordinate review of Traffic Control plans for 2 Street Use Permit, such that construction is not delayed. 3 C. Modification to Approved Traffic Control 4 1. Prior to installation traffic control: 5 a. Submit revised traffic control plans to City Department Transportation and 6 Public Works Department. 7 1) Revise Traffic Control pians in accordance with Section 34 71 13, 8 2) Allow minimum 5 working days for review of revised Traffic Control. 9 3) It is the Contractor's responsibility to coordinate review of Traffic Control 10 plans for Street Use Permit, such that construction is not delayed. 11 D. Removal of Street Sign 12 1. If it is determined that a street sign must be removed for construction, then contact 13 City Transportation and Public Works Department, Signs and Markings Division to 14 remove the sign. 15 E. Temporary Signage 16 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 17 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 18 Devices(MUTCD). 19 2. Install temporary sign before the removal of permanent sign. 20 3. When construction is complete, to the extent that the permanent sign can be 21 reinstalled,contact the City Transportation and Public Works Department, Signs 22 and Markings Division, to reinstall the permanent sign. 23 F. Traffic Control Standards 24 1. Traffic Control Standards can be found on the City's Buzzsaw website. 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 A 0 DELIVERY, STORAGE, AND HANDLING[NOT USED] 31 1.11 FIELD [SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2 - PRODUCTS [NOT USED] 34 PART 3 - EXECUTION [NOT USED] 35 END OF SECTION 36 CITY OF FORT WORTH FY R 16-CI)95I'REKTTAIR AND RECON.PRLMRAM ANI)NEAR S01-1114 SIDE:MY.D.DISI'.W&S3 MAIN mj'Rov STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS D2387&02445 Revised July 1,2011 015526-3 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH FY I6-CIAI STREP.T REVAIR AND RN.CON.PROORAM ANO NN.AR SOUTH SIDh:MF:D.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 57 13-1 STORM WATER POLLUTION PREVENTION Page I of3 1 SECTION 01 57 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. 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 I 1 Contract 12 2. Division I —General Requirements 13 3. Section 3125 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items 18 bid. No separate payment will be allowed for this Item. 19 2. Construction Activities resulting in greater than I acre of disturbance 20 a. Measurement and Payment shalt be in accordance with Section 31 25 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent:NOI 24 2. Notice of Termination: NOT 25 3, Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change:NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the latest revision date logged at the end of this 31 Specification,unless a date is specifically cited. 32 2. Integrated Storm Management(iSWM)Technical Manual for Construction 33 Controls 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. General 36 1. Contractor is responsible for resolution and payment of any fines issued associated 37 with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH r'YI-mg SPREKTREPAIR AND RECON.PROOR AM AND NEAR$OU H SII)F.MED_I)IS'I:%V&SS MAIN[MPKO}'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 Ol 57 13-2 STORM WATER POLLUTION PREVENTION Page 2 of 3 1 B. Construction Activities resulting in: 2 1. Less than 1 acre of disturbance 3 a. Provide erosion and sediment control in accordance with Section 3125 00 and 4 Drawings. 5 2. 1 to less than 5 acres of disturbance 6 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 7 Permit is required 8 b. Complete SWPPP in accordance with TCEQ requirements 9 1) TCEQ Small Construction Site Notice Required under general permit 10 TXR150000 11 a) Sign and post at job site 12 b) Prior to Preconstruction Meeting, send 1 copy to City Department of 13 Transportation and Public Works, Environmental Division, (817)392- 14 6088. 15 2) Provide erosion and sediment control in accordance with: 16 a) Section 31 25 00 17 b) The Drawings 18 c) TXR150000 General Permit 19 d) SWPPP 20 e) TCEQ requirements 21 3. 5 acres or more of Disturbance 22 a. Texas Pollutant Discharge Elimination System(TPDES)General Construction 23 Permit is required 24 b. Complete SWPPP in accordance with TCEQ requirements 25 1) Prepare a TCEQ NO form and submit to TCEQ along with required fee 26 a) Sign and post at job site 27 b) Send copy to City Department of Transportation and Public Works, 28 Environmental Division,(817) 392-6088. 29 2) TCEQ Notice of Change required if making changes or updates to NOI 30 3) Provide erosion and sediment control in accordance with: 31 a) Section 31 25 00 32 b) The Drawings 33 c) TXR150000 General Permit 34 d) SWPPP 35 e) TCEQ requirements 36 4) Once the project has been completed and all the closeout requirements of 37 TCEQ have been met a TCEQ Notice of Termination can be submitted. 38 a) Send copy to City Department of Transportation and Public Works, 39 Environmental Division,(817) 392-6088. 40 1.5 SUBMITTALS 41 A. SWPPP 42 1. Submit in accordance with Section 01 33 00, except as stated herein. 43 a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City 44 as follows: 45 1) 1 copy to the City Project Manager 46 a) City Project Manager will forward to the City Department of 47 Transportation and Public Works,Environmental Division for review 48 B. Modified SWPPP CITY OF FORT WORTH FYI6-CIY9 5'IHf KT REPAIR ANI)RKON.I'RMRAM ANI)NEAR SOUTH SII)h:MFI)-[)IST.W&SS MAIN I MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02357&02445 Revised July 1,2011 41 5713-3 STORM WATER POLLUTION PREVENTION Page 3 of3 I 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 2 in accordance with Section 01 33 00. 3 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 4 1.7 CLOSEOUT SUBMITTALS [NOT USED] 5 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 6 1.9 QUALITY ASSURANCE [NOT USED] 7 1.10 DELIVERY,STORAGE, AND HANDLING[NOT USED] 8 1.11 FIELD [SITE] CONDITIONS [NOT USED] 9 1.12 WARRANTY [NOT USED] I0 PART 2 - PRODUCTS [NOT USED] I I PART 3 - EXECUTION [NOT USED] 12 END OF SECTION 13 Revision Log DATE NAME SUMMARY OF CHANGE 14 CITY OF FORT WORTH r Y 16•CIKJ S'IRY.F'1'N VTA1 R AND RECON,PROOR AM AHD NEAR SOU'"SIDE MED.INST.%V&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 58 13-1 TEMPORARY PROJECT SIGNAGE Page I of 3 1 SECTION 01 58 13 2 TEMPORARY PROJECT SIGNAGE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1, Temporary Project Signage Requirements 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division I —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS ]NOT USED] 19 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] 24 1.11 FIELD [SITE] CONDITIONS [NOT USED] 25 1.12 WARRANTY [NOT USED] 26 PART 2 - PRODUCTS 27 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 28 2.2 EQUIPMENT,PRODUCT TYPES, AND MATERIALS 29 A. Design Criteria 30 1. Provide freestanding Project Designation Sign in accordance with City's Standard 31 Details for project signs. CITY OF FORT WORTH I Y IGCD9 SPREE I'REPAIR ANIS RECON.PROOK AM AND NI-',AK Boum$IDE MEI).DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 023$7&02445 Revised July 1,2011 01 58 13-2 TEMPORARY PROJECT SIGNAGE Page 2 of3 1 B. Materials 2 1. Sign 3 a. Constructed of 3/4-inch fir plywood,grade A-C(exterior) or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3 - EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION [NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 1 i A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed, upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 17 c. Barricade 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD (OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING[NOT USED] 23 3.10 CLEANING[NOT USED] 24 3.11 CLOSEOUT ACTIVITIES [NOT USED] 25 3.12 PROTECTION [NOT USED] 26 3.13 MAINTENANCE 27 A. General 28 1. Maintenance will include painting and repairs as needed or directed by the City. 29 3.14 ATTACHMENTS [NOT USED] 30 END OF SECTION 31 CITY OF FORT WORTH r v 16d'D9 S PH Ee'r R EPA1R AHD RECON.PROGH AM AN D N KAR SOUTH Slue MED.Disc,w&SS MA iA IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 0?387&02445 Revised July 1,2011 01 58 13-3 TEMPORARY PROJECT SIGNAGE Page 3 of 3 1 Revision Log DATE NAME SUMMARY OF CHANGE 2 CITY OF FORT WORTH FYFG-COW SIRCRF REPAIR ANO RECON.PROQRAM ANP NEAR WTI""SFI)N.MEI).DISI'.W&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECI FICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 60 00-1 PRODUCT REQUIREMENTS Page I 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 Fort Worth Standard Specification 8 1. None, 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements, Contract Norms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] I4 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 USED] 32 1.7 CLOSEOUT SUBMITTALS [NOT USED] 33 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 34 1.9 QUALITY ASSURANCE [NOT USED] 35 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] CITY OF FORT W0RT14 1Y16-CIS&MEET REPAIR AND RPCON.PROGRAM AND NEAK SOUTH SHIF MrD,Dls'I.W&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 6000-2 PRODUCT REQUIREMENTS Page 2 of2 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION [NOT USED] 5 END OF SECTION 6 Revision Lag DATE NAME SUMMARY OF CHANGE 10/12/12 D.Johnson Modified Location of City's Standard Product List 7 CITY OF FORT WORTH FY16.CD9371'KV.rrREPAIR AND RECON.rROOR AM AN D NEAKSOU IN SIDE:MED.ENST.W&SSMAIN rMPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 6600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 I SECTION 01 66 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PARTI - GENERAL 4 1.1 S UMMARY 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 I I B, Deviations from this City of Fort Worth Standard Specification I2 1. None. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED] 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED] 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 ]. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage, 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. 34 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 35 containers designed and constructed to protect the contents from physical or 36 environmental damage. MED.DIS'!'.5V&SS MAIN IMPROV, CITY OF FORT WORTH FV16-CIY9 AND ItCCON.YROORAMANI)NEARSOUTH SIDF STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 6600-2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 1 5. Clearly and fully mark and identify as to manufacturer, item and installation 2 location. 3 6. Provide manufacturer's instructions for storage and handling. 4 B. Handling Requirements 5 1. Handle products or equipment in accordance with these Contract Documents and 6 manufacturer's recommendations and instructions. 7 C. Storage Requirements 8 1. Store materials in accordance with manufacturer's recommendations and 9 requirements of these Specifications. 10 2. Make necessary provisions for safe storage of materials and equipment. 11 a. Place loose soil materials and materials to be incorporated into Work to prevent 12 damage to any part of Work or existing facilities and to maintain free access at 13 all times to all parts of Work and to utility service company installations in 14 vicinity of Work. 15 3. Keep materials and equipment neatly and compactly stored in locations that will 16 cause minimum inconvenience to other contractors,public travel, adjoining owners, 17 tenants and occupants. 18 a. Arrange storage to provide easy access for inspection. 19 4. Restrict storage to areas available on construction site for storage of material and 20 equipment as shown on Drawings, or approved by City's Project Representative. 21 5. Provide off-site storage and protection when on-site storage is not adequate. 22 a. Provide addresses of and access to off-site storage locations for inspection by 23 City's Project Representative. 24 6. Do not use lawns,grass plots or other private property for storage purposes without 25 written permission of owner or other person in possession or control of premises. 26 7. Store in manufacturers' unopened containers. 27 8. Neatly, safely and compactly stack materials delivered and stored along line of 28 Work to avoid inconvenience and damage to property owners and general public 29 and maintain at least 3 feet from fire hydrant. 30 9. Keep public and private driveways and street crossings open. 31 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 32 satisfaction of City's Project Representative. 33 a. Total length which materials may be distributed along route of construction at 34 one time is 1,000 linear feet,unless otherwise approved in writing by City's 35 Project Representative. CITY OF FORT WORTH FY16-cmS:I1tE I'9V.FAIRANDltI'.CON.I'ROORAMANPNFARSWAN SIDE MEM DISI'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECI FICATION DOCUM ENTS 02387&02445 Revised July I,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[NUT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION[NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD loR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged, used or in any other way 16 unsatisfactory for use on the project. 17 3.8 ,SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 2I 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 I)IS'I',5Y&55 MAIN IMPROV. r.r CITY OF FORT WORTH rY16.CW slxPRF:PAM AND RKCON.PROGRAM ANO NEAR 30O)TA sme STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 010600-4 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 1 CITY OF FORT WORTH t'YI"[)9RI-K.VI'RF:PAIRANDRNCON.PROGRAM ANDNCAR$UIJHSII)F MFD.DISE.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02357&02445 Revised July 1,2011 01 70 00-1 MOBILIZATION AND REMOBILIZATION Page 1 of 4 I SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION GENERAL 3 1.1 SUMMARY 4 A. Section Includes: 5 1. Mobilization and Demobilization 6 a. Mobilization 7 1) Transportation of Contractor's personnel,equipment, and operating supplies 8 to the Site 9 2) Establishment of necessary general facilities for the Contractor's operation 10 at the Site 11 3) Premiums paid for performance and payment bonds 12 4) Transportation of Contractor's personnel,equipment,and operating supplies 13 to another location within the designated Site 14 5) Relocation of necessary general facilities for the Contractor's operation 15 from 1 location to another location on the Site, 16 b. Demobilization 17 1) Transportation of Contractor's personnel,equipment, and operating supplies 18 away from the Site including disassembly 19 2) Site Clean-up 20 3) Removal of all buildings and/or other facilities assembled at the Site for this 21 Contract 22 c. Mobilization and Demobilization do not include activities for specific items of 23 work that are for which payment is provided elsewhere in the contract. 24 2. Remobilization 25 a. Remobilization for Suspension of Work specifically required in the Contract 26 Documents or as required by City includes: 27 1) Demobilization 28 a) Transportation of Contractor's personnel,equipment,and operating 29 supplies from the Site including disassembly or temporarily securing 30 equipment, supplies, and other facilities as designated by the Contract 31 Documents necessary to suspend the Work. 32 b) Site Clean-up as designated in the Contract Documents 33 2) Remobilization 34 a) Transportation of Contractor's personnel,equipment,and operating 35 supplies to the Site necessary to resume the Work, 36 b) Establishment of necessary general facilities for the Contractor's 37 operation at the Site necessary to resume the Work. 38 3) No Payments will be made for: 39 a) Mobilization and Demobilization from one Iocation to another on the 40 Site in the normal progress of performing the Work. 41 b) Stand-by or idle time 42 c) Lost profits 43 3. Mobilizations and Demobilization for Miscellaneous Projects 44 a. Mobilization and Demobilization 45 1) Mobilization shall consist of the activities and cost on a Work Order basis 46 necessary for: CITY OF FORT WORTU F'YI6-009$fKFrr KY1WR AND KX:CON,PKOOKAM ANO HEAR SOV'I"SIDE MVI).DIS'L 1V&SS MAIN WPKOV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&01495 Revised November 22,2016 01 7000-2 MOBILIZATION AND REMOBILIZATION Page 2 of 4 1 a) Transportation of Contractor's personnel,equipment,and operating 2 supplies to the Site for the issued Work Order. 3 b) Establishment of necessary general facilities for the Contractor's 4 operation at the Site for the issued Work Order 5 2) Demobilization shall consist of the activities and cost necessary for: 6 a) Transportation of Contractor's personnel,equipment,and operating 7 supplies from the Site including disassembly for each issued Work 8 Order 9 b) Site Clean-up for each issued Work Order 10 c) Removal of all buildings or other facilities assembled at the Site for 1 I each Work Oder 12 b. Mobilization and Demobilization do not include activities for specific items of 13 work for which payment is provided elsewhere in the contract. 14 4. Emergency Mobilizations and Demobilization for Miscellaneous Projects 15 a. A Mobilization for Miscellaneous Projects when directed by the City and the 16 mobilization occurs within 24 hours of the issuance of the Work Order. 17 B. Deviations from this City of Fort Worth Standard Specification 18 1. None. 19 C. Related Specification Sections include,but are not necessarily limited to: 20 1. Division a—Bidding Requirements, Contract Forms and Conditions of the Contract 21 2, Division 1 —General Requirements 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment[Consult City Department/Division for direction on if 24 Mobilization pay item to be included or the item should be subsidiary. Include the 25 appropriate Section 1.2 A. 1.1 26 1. Mobilization and Demobilization 27 a. Measure 28 1) This Item is considered subsidiary to the various Items bid. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 are subsidiary to the various Items bid and no other compensation will be 32 allowed. 33 34 2. Remobilization for suspension of Work as specifically required in the Contract 35 Documents 36 a. Measurement 37 1) Measurement for this item shall be per each remobilization performed. 38 b. Payment 39 1) The work performed and materials furnished in accordance with this Item 40 and measured as provided under"Measurement"will be paid for at the unit 41 price per each"Specified Remobilization"in accordance with Contract 42 Documents. 43 c. The price shall include: 44 1) Demobilization as described in Section 1.1.A.2.a.1) 45 2) Remobilization as described in Section 1.1.A.2.a.2) CITY OF FORT WORTH FYI6-CD9 E REK I'REPAIR AND RECON.PROOR AM ANI)NEAR SOUTH SIDEMED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION srECIF1CATION DOCUMENTS 02387&02445 Revised November 22,2016 01 7000-3 MOBILIZATION AND REMOBILIZATION Page 3 of 4 1 d. No payments will be made for standby, idle time,or lost profits associated this 2 Item. 3 3. Remobilization for suspension of Work as required by City 4 a. Measurement and Payment 5 1) This shall be submitted as a Contract Claim in accordance with Article 10 6 of Section 00 72 00, 7 2) No payments will be made for standby, idle time, or lost profits associated S with this Item. 9 4. Mobilizations and Demobilizations for Miscellaneous Projects 10 a. Measurement 11 1) Measurement for this Item shall be for each Mobilization and 12 Demobilization required by the Contract Documents 13 b. Payment 14 1) The Work performed and materials furnished in accordance with this Item 15 and measured as provided under"Measurement"will be paid for at the unit 16 price per each "Work Order Mobilization"in accordance with Contract 17 Documents. Demobilization shall be considered subsidiary to mobilization 18 and shall not be paid for separately. 19 c. The price shall include: 20 1) Mobilization as described in Section I.I.A.3.a.1) 21 2) Demobilization as described in Section I.I.A.3.a.2) 22 d. No payments will be made for standby, idle time, or lost profits associated this 23 Item. 24 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 25 a, Measurement 26 1) Measurement for this Item shall be for each Mobilization and 27 Demobilization required by the Contract Documents 28 b. Payment 29 1) The Work performed and materials furnished in accordance with this Item 30 and measured as provided under"Measurement"will be paid for at the unit 31 price per each"Work Order Emergency Mobilization"in accordance with 32 Contract Documents. Demobilization shall be considered subsidiary to 33 mobilization and shall not be paid for separately. 34 c. The price shall include 35 1) Mobilization as described in Section 1.1.A.4.a) 36 2) Demobilization as described in Section 1.1.A.3.a.2) 37 d. No payments will be made for standby,idle time,or lost profits associated this 38 Item. 39 1.3 REFERENCES [NOT USED] 40 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 41 1.5 SUBMITTALS INOT USED] 42 1.6 INFORMATIONAL SUBMITTALS SNOT USED] 43 1.7 CLOSEOUT SUBMITTALS ]NOT USEDI 44 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] CITY OF FORT WORTH F Y IG.CI9 S'I'R EF.I'R NPAIR AN U RN.CON.PROOR AM AND NN.AR SOUTH$IDN MF:I7.DIST'.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised November 22,2016 01 7000-4 MOBILIZATION AND REMOBILIZATION Page 4 of 4 1 1.9 QUALITY ASSURANCE [NOT USED] 2 1.1.0 DELIVERY,STORAGE,AND HANDLING [NOT USED] 3 1.11 FIELD [SITE] CONDITIONS [NOT USED] 4 1.12 WARRANTY [NOT USED] 5 PART 2- PRODUCTS [NOT USED] 6 PART 3 - EXECUTION [NOT USED[ 7 END OF SECTION 8 Revision Log DATE NAME SUMMARY OF 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. 9 CITY OF FORT WORTH F'Y16-o)gSIREF:rREPAIR AND RECON.PROGRAM AN 1)NEAR SOUTH SIDE MEI)-OIST1 W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised November 22,2016 01 71 23-1 CONSTRUCTION STAKING AND SURVEY Page I Of8 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. None, 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 4—Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) Measurement for this Item shall be by lump sum. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item shall be paid for at the lump sum price bid for"Construction Staking". 20 2) Payment for"Construction Staking"shall be made in partial payments 21 prorated by work completed compared to total work included in the lump 22 sum item. 23 c. The price bid shall include,but not be limited to the following; 24 1) Verification of control data provided by City. 25 2) Placement, maintenance and replacement of required stakes and markings 26 in the field. 27 3) Preparation and submittal of construction staking documentation in the 28 form of"cut sheets"using the City's standard template. 29 2. Construction Survey 30 a. Measurement 31 1) This Item is considered subsidiary to the various Items bid. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 item are subsidiary to the various Items bid and no other compensation will be 35 allowed. 36 3. As-Built Survey 37 a. Measurement 38 1) Measurement for this Item shall be by lump sum. 39 b. Payment 40 1) The work performed and the materials furnished in accordance with this 41 Item shall be paid for at the lump sum price bid for"As-Built Survey". CITY OF FORT WORTH F V 16.CD9 51'R F:F:T R F.PAIR AND RECON.PROOR.A V AND UAR SOUTH$IUY.MF:f).DIST.1V&.$S MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2018 01 71 23-2 CONSTRUCTION STAKING AND SURVEY Page 2 of 8 1 2) Payment for"Construction Staking"shall be made in partial payments 2 prorated by work completed compared to total work included in the lump sum 3 item. 4 c. The price bid shall include,but not be limited to the following:: 5 1) Field measurements and survey shots to identify location of completed 6 facilities. 7 2) Documentation and submittal of as-built survey data onto contractor redline 8 plans and digital survey files. 9 10 1.3 REFERENCES 11 A. Definitions 12 1. Construction Survey-The survey measurements made prior to or while 13 construction is in progress to control elevation,horizontal position, dimensions and 14 configuration of structures/improvements included in the Project Drawings. 15 2. As-built Survey—The measurements made after the construction of the 16 improvement features are complete to provide position coordinates for the features 17 of a project. 18 3. Construction Stakin —The placement of stakes and markings to provide offsets 19 and elevations to cut and fill in order to locate on the ground the designed 20 structures/improvements included in the Project Drawings. Construction staking 21 shall include staking easements and/or right of way if indicated on the plans. 22 4. Suryg "Field Checks"—Measurements made after construction staking is 23 completed and before construction work begins to ensure that structures marked on 24 the ground are accurately located per Project Drawings. 25 B. Technical References 26 1. City of Fort Worth—Construction Staking Standards(available on City's Buzzsaw 27 website)—01 71 23.16.01_Attachment A Survey Staking Standards 28 2. City of Fort Worth- Standard Survey Data Collector Library(fxl)files(available 29 on City's Buzzsaw website). 30 3. Texas Department of Transportation(TxDOT)Survey Manual, latest revision 31 4. Texas Society of Professional Land Surveyors(TSPS),Manual of Practice for Land 32 Surveying in the State of Texas,Category 5 33 34 1.4 ADMINISTRATIVE REQUIREMENTS 35 A. The Contractor's selection of a surveyor must comply with Texas Government 36 Code 2254(qualifications based selection)for this project. 37 1.5 SUBMITTALS 38 A. Submittals, if required, shall be in accordance with Section 01 33 00. 39 B. All submittals shall be received and reviewed by the City prior to delivery of work. 40 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 41 A. Field Quality Control Submittals CITY OF FORT WORTH FYI6-CIY9 9I'RFTT REPAIR ANI)RECON.PROCIRAM ANTI NKAR SOU'1'N SIDKMED.I)IST,w&$5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2019 01 71 23-3 CONSTRUCTION STAKING AND SURVEY Page 3 of S 1 1. Documentation verifying accuracy of field engineering work, including coordinate 2 conversions if plans do not indicate grid or ground coordinates. 3 2. Submit"Cut-Sheets"conforming to the standard template provided by the City 4 (refer to 01 71 23,16.01 —Attachment A—Survey Staking Standards), 5 1.7 CLOSEOUT SUBMITTALS 6 B. As-built Redline Drawing Submittal 7 1. Submit As-Built Survey Redline Drawings documenting the locations/elevations of 8 constructed improvements signed and sealed by Registered Professional Land 9 Surveyor(RPI,S)responsible for the work(refer to 01 71 23.16.01 —Attachment A 10 --Survey Staking Standards) . 11 2. Contractor shall,submit the proposed as-built and completed redline drawing 12 submittal one(1) week prior to scheduling the project final inspection for City 13 review and comment. Revisions, if necessary, shall be made to the as-built redline 14 drawings and resubmitted to the City prior to scheduling the construction final 15 inspection. 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Construction Staking 19 1. Construction staking will be performed by the Contractor. 20 2. Coordination 21 a. Contact City's Project Representative at least one week in advance notifying 22 the City of when Construction Staking is scheduled. 23 b. It is the Contractor's responsibility to coordinate staking such that 24 construction activities are not delayed or negatively impacted. 25 3. General 26 a. Contractor is responsible for preserving and maintaining stakes. If City 27 surveyors are required to re-stake for any reason, the Contractor will be 28 responsible for costs to perform staking. If in the opinion of the City, a 29 sufficient number of stakes or markings have been lost,destroyed disturbed or 30 omitted that the contracted Work cannot take place then the Contractor will be 31 required to stake or re-stake the deficient areas. 32 B. Construction Survey 33 1. Construction Survey will be performed by the Contractor, 34 2. Coordination 35 a. Contractor to verify that horizontal and vertical control data established in the 36 design survey and required for construction survey is available and in place. 37 3. General 38 a. Construction survey will be performed in order to construct the Work shown 39 on the Construction Drawings and specified in the Contract Documents. 40 b. For construction methods other than open cut, the Contractor shall perform 41 construction survey and verify control data including,but not limited to, the 42 following: 43 1) Verification that established benchmarks and control are accurate. 44 2) Use of Benchmarks to furnish and maintain all reference lines and grades 45 for tunneling. CITY OF FORT WORTH Fy I6-CI)9 SIREFP RY.PAIR AND RECON.PROGRAM AND NEAR SOUTH SIIIF MF:II.I)I$'P,W&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2018 01 71 23-4 CONSTRUCTION STAKING AND SURVEY Page 4 of 8 1 3) Use of line and grades to establish the location of the pipe. 2 4) Submit to the City copies of field notesused to establish all lines and 3 grades, if requested, and allow the City to check guidance system setup prior 4 to beginning each tunneling drive. 5 5) Provide access for the City, if requested,to verify the guidance system and 6 the line and grade of the carrier pipe. 7 6) The Contractor remains fully responsible for the accuracy of the work and 8 correction of it, as required. 9 7) Monitor line and grade continuously during construction. 10 8) Record deviation with respect to design line and grade once at each pipe 11 joint and submit daily records to the City. 12 9) If the installation does not meet the specified tolerances (as outlined in 13 Sections 33 05 23 and/or 33 05 24), immediately notify the City and correct 14 the installation in accordance with the Contract Documents. 15 C. As-Built Survey 16 1. Required As-Built Survey will be performed by the Contractor. 17 2. Coordination 18 a. Contractor is to coordinate with City to confirm which features require as- 19 built surveying. 20 b. It is the Contractor's responsibility to coordinate the as-built survey and 21 required measurements for items that are to be buried such that construction 22 activities are not delayed or negatively impacted. 23 c. For sewer mains and water mains 12"and under in diameter, it is acceptable 24 to physically measure depth and mark the location during the progress of 25 construction and take as-built survey after the facility has been buried. The 26 Contractor is responsible for the quality control needed to ensure accuracy. 27 3, General 28 a. The Contractor shall provide as-built survey including the elevation and 29 location(and provide written documentation to the City)of construction 30 features during the progress of the construction including the following: 31 1) Water Lines 32 a) Top of pipe elevations and coordinates for waterlines at the following 33 locations: 34 (1) Minimum every 250 linear feet, including 35 (2) Horizontal and vertical points of inflection, curvature, 36 etc. 37 (3) Fire line tee 38 (4) Plugs, stub-outs, dead-end lines 39 (5) Casing pipe(each end) and all buried fittings 40 2) Sanitary Sewer 41 a) Top of pipe elevations and coordinates for force mains and siphon 42 sanitary sewer lines(non-gravity facilities) at the following locations: 43 (1) Minimum every 250 linear feet and any buried fittings 44 (2) Horizontal and vertical points of inflection, curvature, 45 etc. 46 3) Stormwater—Not Applicable 47 b. The Contractor shall provide as-built survey including the elevation and 48 location(and provide written documentation to the City)of construction 49 features after the construction is completed including the following: CITY OF FORT WORTH FY16-CD19 5'FREF'I'REPAIR ANI)RECON,PROGRAM ANI)NEAR SOU'I'N SIDE:ME:I/.INST,W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Reilsed February 14,2018 01 71 23-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 8 1 1) Manholes 2 a) Rim and flowline elevations and coordinates for each manhole 3 2) Water Lines 4 a) Cathodic protection test stations(Not Applicable) 5 b) Sampling stations(Not Applicable) 6 c) Meter boxes/vaults(All sizes) 7 d) Fire hydrants 8 e) Valves (gate, butterfly, etc.) 9 f) Air Release valves(Manhole rim and vent pipe)(Not Applicable) 10 g) Blow otFvalves (Manhole rim and valve lid)(Not Applicable) 11 h) Underground Vaults(Not Applicable) 12 (1) Rim and flowline elevations and coordinates for each 13 Underground Vault. 14 3) Sanitary Sewer 15 a) Cleanouts 16 (1) Rim and flowline elevations and coordinates for each 17 b) Manholes and Junction Structures 18 (1) Rim and flowline elevations and coordinates for each 19 manhole and junction structure. 20 4) Stormwater—Not Applicable 21 1.14 DELIVERY,STORAGE, AND HANDLING [NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY 24 PART 2 - PRODUCTS 25 A. A construction survey will produce,but will not be limited to: 26 1. Recovery of relevant control points,points of curvature and points of intersection. 27 2. Establish temporary horizontal and vertical control elevations(benchmarks) 28 sufficiently permanent and located in a manner to be used throughout construction. 29 3. The location of planned facilities,easements and improvements. 30 a. Establishing final line and grade stakes for piers,floors,grade beams,parking 31 areas,utilities, streets, highways, tunnels, and other construction. 32 b. A record of revisions or corrections noted in an orderly manner for reference. 33 c. A drawing,when required by the client, indicating the horizontal and vertical 34 location of facilities, easements and improvements, as built. 35 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 36 construction staking projects. These cut sheets shall be on the standard city template 37 which can be obtained from the Survey Superintendent(817-392-7925). 38 5. Digital survey files in the following formats shall be acceptable: 39 a. AutoCAD(.dwg) 40 b. ESRT Shapefile(.shp) 41 c. CSV file(.csv), formatted with X and Y coordinates in separate columns(use 42 standard templates, if available) 43 6. Survey files shall include vertical and horizontal data tied to original project 44 control and benchmarks, and shall include feature descriptions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS FV 16-c"9 5"I REF;TRXPAIR AND RF:CON.PROGRAM AND NEAR SOUTH SIVE WAX DIT,W&84 MAIN IMPROV.ReOsed February 14,2018 02387&02945 01 71 23-6 CONSTRUCTION STAKING AND SURVEY Page ofg 1 PART 3 - EXECUTION 2 3.1 INSTALLERS 3 A. Tolerances: 4 1. The staked location of any improvement or facility should be as accurate as 5 practical and necessary. The degree of precision required is dependent on many 6 factors all of which must remain judgmental. The tolerances listed hereafter are 7 based on generalities and,under certain circumstances, shall yield to specific 8 requirements. The surveyor shall assess any situation by review of the overall plans 9 and through consultation with responsible parties as to the need for specific 10 tolerances. 11 a. Earthwork: Grades for earthwork or rough cut should not exceed 0.1 ft.vertical 12 tolerance. Horizontal alignment for earthwork and rough cut should not exceed 13 1.0 ft. tolerance. 14 b. Horizontal alignment on a structure shall be within .O.lft tolerance. 15 c. Paving or concrete for streets, curbs,gutters,parking areas, drives, alleys and 16 walkways shall be located within the confines of the site boundaries and, 17 occasionally, along a boundary or any other restrictive line. Away from any 18 restrictive line, these facilities should be staked with an accuracy producing no 19 more than 0.05ft. tolerance from their specified locations. 20 d. Underground and overhead utilities, such as sewers, gas,water,telephone and 21 electric lines,shall be located horizontally within their prescribed areas or 22 easements. Within assigned areas,these utilities should be staked with an 23 accuracy producing no more than 0.1 ft tolerance from a specified location. 24 e. The accuracy required for the vertical location of utilities varies widely. Many 25 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 26 should be maintained. Underground and overhead utilities on planned profile, 27 but not depending on gravity flow for performance, should not exceed 0.1 ft. 28 tolerance. 29 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 30 specifications or in compliance to standards. The City reserves the right to request a 31 calibration report at any time and recommends regular maintenance schedule be 32 performed by a certified technician every 6 months. 33 1. Field measurements of angles and distances shall be done in such fashion as to 34 satisfy the closures and tolerances expressed in Part 3.1.A, 35 2. Vertical locations shall be established from a pre-established benchmark and 36 checked by closing to a different bench mark on the same datum. 37 3. Construction survey field work shall correspond to the client's plans. Irregularities 38 or conflicts found shall be reported promptly to the City. 39 4. Revisions,corrections and other pertinent data shall be logged for future reference. 40 41 3.2 EXAMINATION [NOT USED] CITY OF FORT WORTH FY IG-CO9 5TRF.T Rh:1-AIR ANI)R ECON.PROGRAM AN D N KAR SOUTH$11)F MEI).GIST.W&SS MAIN I MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 ReAsed February 14,2018 01 71 23-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 8 1 3.3 PREPARATION [NOT USED] 2 3.4 APPLICATION 3 3.5 REPAIR/RESTORATION 4 A. If the Contractor's work damages or destroys one or more of the control 5 monuments/points set by the City, the monuments shall be adequately referenced for 6 expedient restoration. 7 1. Notify City if any control data needs to be restored or replaced due to damage 8 caused during construction operations. 9 a. Contractor shall perform replacements and/or restorations. 10 b. The City may require at any time a survey"Field Check"of any monument 11 or benchmarks that are set be verified by the City surveyors before further 12 associated work can move forward. 13 3.6 RE-INSTALLATION [NOT USED] 14 3.7 FIELD [OR] SITE QUALITY CONTROL 15 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 16 City in accordance with this Specification. This includes easements and right of way, if 17 noted on the plans. 18 B. Do not change or relocate stakes or control data without approval from the City. 19 3.8 SYSTEM STARTUP 20 A. Survey Checks 21 1. The City reserves the right to perform a Survey Check at anytime deemed 22 necessary. 23 2. Checks by City personnel or 3'd party contracted surveyor are not intended to 24 relieve the contractor of his/her responsibility for accuracy. 25 26 39 ADJUSTING[NOT USED] 27 3.10 CLEANING [NOT USED] 28 3.11 CLOSEOUT ACTIVITIES [NOT USED] 29 3.12 PROTECTION [NOT USED] 30 3.13 MAINTENANCE [NOT USED] 31 3.14 ATTACHMENTS [NOT USED] 32 END OF SECTION 33 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson CITY OF FORT WORTH rr lc•CIx9 S IV VET REPAIR AND HKUN.PROGRAM AN D NY.AK SOU in 81t)F MF D.DIST.w&ss MAIN IMPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised Febru ary 14,2 018 02387&02445 01 71 23-8 CONSTRUCTION STAKING AND SURVEY Page 8 of 8 Added instruction and modified measurement&payment under 1.2;added 8/31/2017 M.Owen definitions and references under 1.3;modified 1.6;added 1.7 closeout submittal requirements;modified 1.9 Quality Assurance;added PART 2—PRODUCTS; Added 3.1 installers;added 3.5 Repair(Restoration;and added 3.8 System Startup. Removed"blue text";revised measurement and payment sections for Construction Staking and As-Built Survey;added reference to selection compliance with TGC 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 1 CITY OF FORT WORTH FV 16.CI)9 S'IREF."I'REPAIR AND RECON.111ROORAM ANI)NEAR SOUTH SII)F.MF.1).019T.)V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 ReAsed February 14,2018 FORTWORTH. Section 017123.01 ® Attachment A Survey Staking Standards February 2017 G:\JOB\140402\Specifications\COFW-Specifications\Div01-General Requirements\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 1 of 26 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects.These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/e�ss.pd ) If you have a unique circumstance, please consult with the project manager, inspector,or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors III. Standard Staking Supplies IV. Survey Equipment,Control,and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As-built Survey G:\JOB\140402\Specifications\COFW-Specifications\Div 01-General Requirements\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 2 of 26 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth,Texas 76116 Office: (817) 392-7925 Survey Superintendent,direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field.This includes flagging, paint of laths/stakes, paint of hubs,and any identification such as pin flags if necessary. Utility Calor PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS - POTABLE WATER GAS OR OIL YELLOW _ TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS,AND PINK ALL PAVING INCLUDING CURB,SIDEWALK, BUILDING CORNERS SANITARY SEWER IRRIGATION AND RECLAIMED WATER • • III. Standard Staking Supplies Item Minimum size Lath/Stake 36"tali Wooden Hub(2"x2" min.square preferred) 6"tall Pin Flags(2.5"x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long Iron Rods(1/2"or greater diameter) 18"long Survey Marking Paint Water-based Flagging 1"wide Marking Whiskers(feathers) 6" long Tacks(for marking hubs) 3/4" long G:\JOB\140402\Specifications\COFW-Specifications`Div 01-General Requirements\01 7123.16.01 Attachment A_Survey Staking Standards.docx Page 3 of 26 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS Look for'Zoning Maps'. Under'Layers', expand 'Basemap Layers',and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S.and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work.A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W,forced-main water lines,and rough-grade only. No GPS staking for concrete,sanitary sewer,storm drain final grade or anything that needs vertical grading with a tolerance of 0.25'or less is allowed. D. Control Points Set I. All control points set shall be accompanied by a lath with the appropriate Northing, Easting,and Elevation(if applicable) of the point set. Control points can be set rebar, 'X'in concrete, or any other appropriate item with a stable base and of a semi-permanent nature.A rebar cap is optional, but preferred if the cap is marked 'control point'or similar wording. II. Datasheets are required for all control points set. Datasheet should include: A. Horizontal and Vertical Datum used, Example: N.A.D.83, North Central Zone 4202, NAVD 88 Elevations B. Grid or ground distance.—If ground, provide scale factor used and base point coordinate, Example:C.S.F.=0.999125, Base point=North:0, East=O C. Geoid model used, Example:GEOID12A G:\JOB\140402\Specifications\COFW-Specifications\Div01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 4 of 26 E. Preferred Grid Datum Although many plan sets can be in surface coordinates,the City's preferred grid datum is listed below.Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Prolected Coordinate System: NAD_1983_StatePlane_Texas_North Central_FIPS 4202_Feet Projection: Lambert_Conformal_Conic Fa I se_E a sti n g: 19 68 500.00000000 False—Northing: 6561666.66666667 Central—Meridian: -98.50000000 Standard—Parallel-1: 32.13333333 Standard—Parallel-2: 33.96666667 Latitude_Of Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_American 1983 Datum: D—North—American 1983 Prime Meridian: Greenwich Angular Unit: Degree Nate: Regardless of what datum each particular project is in,deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be)and 1 copy should be in 'he NAD83, TX North Central 4202 zone. See Pre erred File Naming Convention below F. Preferred Deliverable Format Axt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes(if applicable) N. Preferred File Naming Convention This is the preferred format: City Project Number_Description_Datum.csv Example fora Project that has surface coordinates which must be translated: File 1: C1234_As-built of Water on Main Street_Grid NAD83 TXSP 4202.csv G:\JOB\140402\Specifications\COFW-Specifications\Div 01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 5 of 26 File 2: C1234—As-built of Water on Main Street—Project Specific Datum.csv Example Control Stakes G:\JOB\140402\Specifications\COFW-Specifications\Div 01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 6 of 26 Y n, LLJ t1] � to 4 ` Luer Lel 1016 EL.= IMDD' Ca tSt if C x LL LLI f L 1 C) _ LL L tic Q X 3 l 1 C;i m CJ a LLL 0 Cp #I N=5000.00 E=5000.00 V. _Water Staking Standards G:\JOB\140402\Specifications\COFW-Specifications\DivOl-General Requirements\01 71 23.16,01 Attachment A_Survey Staking Sta nda rds.docx Page 7 of 26 A. Centerline Staking—Straight Line Tangents I. Offset lath/stakes every 200'on even stations II. Painted blue lath/stake only, no hub is required 111. Grade is to top of pipe(T/P)for 12"diameter pipes or smaller IV. Grade to flow line (F/L)for 16"and larger diameter pipes V. Grade should be 3.50' below the proposed top of curb line for 10"and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12" and larger diameter pipes VII. Cut Sheets are required on all staking and a copy can be received from the survey superintendent Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking-Curves I. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25'interval ll. Same grading guidelines as above Ill. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes I. 7.0' perpendicular offset is preferred to the center of the box II. Center of the meter should be 3.0' behind the proposed face of curb III. Meter should be staked a minimum of 4.5'away from the edge of a driveway IV. Grade is to top of box and should be+0.06' higher than the proposed top of curb unless shown otherwise on the plans D. Fire Hydrants I. Center of Hydrant should be 3.0' behind proposed face of curb II. Survey offset stake should be 7.0'from the center and perpendicular to the curb line or water main III. Grade of hydrants should be+0.30 higher than the adjacent top of curb E. Water Valves&Vaults I. Offsets should be perpendicular to the proposed water main !I. RIM grades should only be provided if on plans Example Water Stakes G:\JOB\140402\Specifications\COFW-Specifications\Div01-General Requirements\017123.16.01—Attachment A_Survey Staking Standards.docx Page 8 of 26 7 JL � w '.STA-2t0 3.42cl lel Ln C s i f< � LL LL r= C> 0 0. v3 tE .J F E � jp- LL- d W l� VI. Sanitary Sewer Staking G:W0B\140402\Specifications\COFW-Specifications\Div01-General Requirements�01 71 23.16.01_Attachment A_Survey Staking Standards.docx Page 9 of 26 A. Centerline Staking—Straight Line Tangents !. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required III. 1 offset stake between manholes if manholes are 400' or less apart 1V. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole,each line shall have a cut/fill and direction noted VII. Stakes at every grade break Vlll. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. if arc length is greater than 100', POC(Point of Curvature)offset stakes should beset at a 25'interval II. Staking of radius points of greater than 100' may be omitted C. Sanitary Sewer Manholes !. 2 offset stakes per manhole for the purpose of providing alignment to the contractor II. Flowline grade should be on the lath/stake for each flowline and direction noted Ill. RIM grade should only be on the stake when provided in the plans G:\JOB\140402\Specifications\COFW-Specifications\Div 01-General Requirements\017123.16.01_Attachment A Survey Staking Standards.docx Page 10 of 26 Example Sanitary Sewer Stakes 0 U- r 4 4W � � t... i. cCK 4j LL- C3 Ld z rTMs c`a 0 � �' o/s � ss LU w a • WQ � W LL— M, W ' ' ae $# a 5Ld- LUt A5 (p 55 OIL ��qq t•f V3 ��11f� YY i G:\JOB\140402\Specifications\COFW-Specifications\Div01-General Requirements\0171 23.16,01—Attachment A—Survey Staking Sta nda rds.docx Page 11 of 26 VII. Storm Sewer & Inlet Staking A. Centerline Staking—Straight Line Tangents I. 1 offset stake every 200'on even stations II. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional:Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves I. If arc length is greater than 100', POC(Point of Curvature) offset stakes should be set at a 25'interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing II. Standard 10' Inlet= 16.00'total length III. Recessed 10' Inlet=20.00'total length IV. Standard double 10' inlet= 26.67'total length V. Recessed double 10'inlet=30.67'total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor I!. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only be on the stake when provided in the plans G:\JOB\140402\Specifications\COFW-Specifications\Div 01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 12 of 26 Example Storm Inlet Stakes FRONT FFA ISIT (SIDE FACING (BIDE FACING 4 p m � U 'Tl m r- 1 BACK z BACK (WOE FACaNC R.aw.] {54E FAaNG R.QW.) 'I END OFS MICH THESING IDENTIFIES V-4CH POINT ir. PUNT e + END CF THE YA14G BEING STAKED BEING STAKED Rua ELEtiAnoN 11 i II INLET STATION Nuri ELEVATM), o I Ip " (IF Nr?TEG ON PLANS] t IDENTIFIES GRADE [ TO TOP LF CURE TJc +I.. `I- -T) O + —� IDENTIFIES GRADE TO HJD91INE FL I €a � I �ry — DL41NOES FM FNLFPS STANDARD 10' - 10' RECESSED 10' a W r STANDARD DOUBLE 10' - 26.67' 1 RECESSED DDUBLE 0's 34.67 ...... HUB 4r1T1-I TACI4 —�-———�,-— I � HACK OF INLET {� 7. �I - MANHOLE bI r I RIM o I I _A� •1 I BACK CF CUIF K. i '3 '.�:. -- SCK OF CURB FACE OF INLET FACE OF INLET — F7C�YA,INE f7DG bF F7A%IEtAENT— EDGE OF PAVE},1ENT EDGr OF PAVE)AENT EDGE 1CF PAYcME7W G:\JOB\140402\Specifications\COFW-Speeifications\Div 01-General Requirements\01 71 23.16.01 Attachment A_Survey Staking Standards.docx Page 13 of 26 Vlll. Curb and Gutter Staking A. Centerline Staking—Straight Line Tangents V. 1 offset stake every 50'on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional.Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking—Curves Ili. If arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100'may be omitted G:\JOB\140402\Specifications\COFW-Specifications\©iv01-General Requirements\017123.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 26 Example Curb &_Gutter Stakes F-?O ;SIDE FACIN Ei FRONT FF N T I NUL FAL:P40 Q)P[NTF kNU (tilU- hF.CIfJC� ,I a MENKE3'TARI l rR O\T T{AhIFE7tr Pt9NT X iJPIIA-RRE rc { a= raCINO q) r �i r BACK cir ooann s t rser i3 tv a ;^- � (SDE FACING R.17,W.I R�LF .ERE QR F,`c U OR-fix OTE {TIG} o %L. a POINT + � II - .. IC!-MFIEC MADE h T6 TOP AF CUPS —o HC15 ELEVATION � + O.J; % ..� k,5 I f ;� it f I BACK OF CUR - = v . -acs ,_1.- cine� �..��_�� �`��4=�.� 1=-OWLINE I` � EC1:;L GF P VEty W Example Curb & Gutter Stakes at Intersection G:\JOB\140402\Specifications\COFW-Specifications\Div01-General Requirements\01 71 23.16.01—Attachment A—Survey Staking Standards.docx Page 15 of 26 e (41 0f ;# A _ |fes LLJ - � § � 10 § \ \R2 ) i -2 - � _ $ Jim. ' � ■ k % § - a4 A move a � 6 19 ; � x . ■ § / § � k§ / IFk ` f3p GgoA14U22c et n6CO FW;pc et&m§Ot§enEa mgmEmen ql71 23.16.01-Attachment A kr Ykab ng kap a@&do a Page 16 of 26 IX. Cut Sheets A. Date of field work B. Staking Method (GPS,total station) C. Project Name D. City Project Number(Example: C01234) E. Location(Address,cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A binok template can he o1nained from the survey superintendent(see item I alcove) Standard City Cut Sheet City Project Date: Number: Project Name: ❑ TOTAL Staking Method: ❑ GPS STATION ❑ OTHER LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. PT# STATION OFFSET DESCRIPTION PROP. STAKED -LT/+RT GRADE ELEV. -CUT + FILL G:\JOB\140402\Specifications\COFW-Specifications\Div 01-General Requirements\017123.16.01 Attachment A Survey Staking Standards.docx Page 17 of 26 X. As-built Surve A. Definition and Purpose The purpose of an as-built survey is to verify the asset was installed in the proper location and grade. Furthermore,the information gathered will be used to supplement the City's GIS data and must be in the proper format when submitted.See section IV. As-built survey should include the following(additional items may be requested): Manholes Top of pipe elevations every 250 feet Horizontal and vertical points of inflection, curvature, etc. (All Fittings) Cathodic protection test stations Sampling stations Meter boxes/vaults(All sizes) Fire lines Fire hydrants Gate valves(rim and top of nut) Plugs,stub-outs, dead-end lines Air Release valves(Manhole rim and vent pipe) Blow off valves(Manhole rim and valve lid) Pressure plane valves Cleaning wyes Clean outs Casing pipe(each end) Inverts of pipes Turbo Meters G:\JOB\140402\Specifications\COFW-Specifications\aiv01-General Requirements\0171 23.16,01—Attachment A_Survey Staking Standards.docx Page 19 of 26 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases.This should be a copy of the plans with the point number noted by each asset. If the asset is missing, then the surveyor should write "NOT FOUND"to notify the City. G:\JOB\140402\Specifications\COFW-Specifications\Div01-General Requirements\0171 23.16.01—Attachment A_Su rvey Staking Sta nd ards.docx Page 19 of 26 wag r F I 2p T Li�i1i- 4, 'k , � pip 1 5 3W7 t W;.F... IL --7: 21 7r :=F= tj 77:y: Wilk, y K% .......... Nel 777. 41 11 J 1.11 TT 7 G-\JOB\140402\Specifications\COFW-Specifications\Div01-GencraI Requirements\01 71 23.16.01—Attachment A_Survey Raking Standards.docx Page 20 of 26 srA uX AWAIIN RM sr4 4-3FM_arwe#1=0 cw ,eMW PROF rrWAMR rmwF w+xvr or+actvvA fiJ1Y srAW wwr&r to rxws ewam �.— py�#�IVZRE3IB fwd L' ,q 044"000 Mir� t+ .r .. x'1£6 7;W-m am7s irWL xH i![S L�k{�/y1q+ t 4P L�.uC7A11 facuE v, L € raw r CA 40 u a Wr2 x 7z= MNWE am, x 4O .� Ll.7r xatr .• tm �Ev rf + ►R 4* 7rW4 r � 0. PR0"eD w.M "FlUff I& �i. SANK etr'Y a SEE SWEE + OWFAUA ptioID=rr WE ITM 1M srot 01VIV rr S!A -Twp JlL AVTFxb 2{F OF JWwuLR p(pf MP9HJ aWRTTtOmW,wYArER f-�7 �781.5 G:\1O8\140402\,Specifications\COFW-5pecifications\Div01-General Requirements\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 21 of 26 0.'YID vo tUJ ice�LC'1 g3,';irYd3a!ldAl3s :•� _ V61.1-jr -�Y� 13 MV7] „ -1 9 r y� im t �� ��}e�� � 2� r� � I a Mj PON y��� � tom_ - . .. .. ... ... tii ...._. .. ... __ __ :. .. ...-... ki J: - ky --��— 1 jr, i. .wry E tC3 �T Ilk F-- F1.4 ..... • 4 71 ?.� I Hent A_5urvey Staking 5tandards.docx Page 22 of 26 LOTIVA 1 III, t RON _ _ �_€ �_�- -_-_ gaff =: _ M- -E_ _ _ =--F------�Y_ __ ADN MEERMM r Obviously the .csv or.txt file cannot be signed/sealed by a surveyor in the format requested.This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO, NORTHING EASTING ELEV, DESCRIPTION 1 6946257.189 2296079.165 726.09 SSMH RIM Sl.fi_1).c.I,i-" 2 6946260.893 2296062.141 725.668 GV RIM 3 6946307.399 2296038.306 726.85 GV RIM 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2296015.116 722.123 GV RIM 6 6946190.528 2296022.721 722.325 FH 1 '1).El ` 7 6946136.012 2295992.115 719.448 WIVI RIM 8 6946002.267 2295919.133 713.331 WM RIM 9 6946003.056 2295933.418 713.652 CO RIM C.Z- 10 6945984.677 2295880.52 711.662 SSMH RIM 11 6945986.473 2295869.892 710.046 WM RIM 12 6945895.077 2295860.962 707.72 WM RIM 13 6945896,591 2295862.188 708.205 WM RIM If F(V. i 14 6945934.286 2295841,925 709.467 WM RIM 15 6945936.727 2295830.441 710.084 CO RIM C 16 6945835.678 2295799.707 707.774 SSMH RIM 17 6945817,488 2295827:011 708.392 SSMH RIM 18 6945759.776 2295758:643 711.218 SSMH RIM J.-.I ,A J,0- L5 19 6945788-563 2295178.424 710.086 GV RIM 20 69457433'4$ 2295788.392 710.631 GV RIM 21 6945723.219 2295754.394 712,849 GV RIM 22 5945682.21 2295744.22 716,686 WM RIM � 23 6945621.902 2295669.471 723.76 WM RIM 24 6945643.407 2295736-03 719.737 CO RIM r 7y 25 6945571.059 2295655.195 727.514 SSMH RIM f' 26 6945539.498 2295667.803 729.123 WM RIM + 27 6945519:834 2295619.49 732.689 WM RIM # I� FS0''j� 28 6945417.879 2295580.27 740.521 WM RIM 29 6945456.557 2295643.145 736.451 CO RIM �r 30 6945387.35b 2295597.101 740,756 GV RIM {� f 31 6945370.688 22-,'rinC 71?: 740.976 GV RIM 32 6945383.53 2295610,559 740;408 FH 33 6945321.225 2295551.105 746.34 WM RIM 34 6945319.365 2295539.728 746.777 CO RIM 35 6945242.289 2295570.715 748.454 WM RIPA 36 6945233.624 229.5544.626 749.59 SSMH RIM 37 6945206.483 2295529.305 751.058 WM RIM � •L'} 38 53 W2.035 2295557.666 750.853 WM RIM 39 6945113.445 2295520.335 751.871 WM RIM 40 645049.02 2295527.345 752.257 SSMH RIM *( „ 41 6945041.024 2295552.675 751.79 WM RIM .1� tz _ 42 694503.8.878 2295552.147 751.88 WM RIM 'J ..*r. 43 6945006.397 2295518.135 752.615 WM RIM A0 11-W 44 6944944.782 2295520.635 752.801 WM RIM f l 45 5944943:432 2295556.479 752.156 WM RIM 4f 46 6944860.416 2295534.397 752.986 SSMH RIM G:\JOB\140402\Specifications\COFW-Specifications\Div01-General Requirernents\017123.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 26 C. Other preferred as-built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. G:\10B\140402\Specifications\COFW-Specifications\Div01-General Requirements\01 71 23.16.01 Attachment A_Survey Staking Standards.docx Page 25 of 26 ------- ----- ------- ------ ------------ ----- ------ ------ - 24 rj ..j ff L; -mill J -------------- .7 t ----------------- .7 4� G:\JOB\140402\SPCCification5\COFW-Specifications\Div 01-General Requirements\01 71 23.16,01—Attachrnent P�_Survey Staking Standards,docx Page 26 of 26 01 7423-1 CLEANING Page I of4 1 SECTION 0174 23 2 CLEANING 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 L Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1, None, 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 32 92 13—Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 REFERENCES [NOT USED] 19 1.4 ADMINISTRATIVE REQUIREMENTS 20 A. Scheduling 21 1. Schedule cleaning operations so that dust and other contaminants disturbed by 22 cleaning process will not fall on newly painted surfaces. 23 2. Schedule final cleaning upon completion of Work and immediately prior to final 24 inspection. 25 1.5 SUBMITTALS [NOT USED] 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE [NOT USED] 30 1.10 STORAGE, AND HANDLING 31 A. Storage and Handling Requirements 32 1. Store cleaning products and cleaning wastes in containers specifically designed for 33 those materials. CITY OF FORT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS"16-c"9 S7RwrREPAIR ANORECON,PROGRAM AND NEAR SOUTH SIIJY.MED.DISI'.%V&SS MAIN IMPROV, Revised July 1,2011 02387&02445 01 7423-2 CLEANING Page 2 of4 1 1.11 FIELD [SITE] CONDITIONS [NOT USE, 2 1.12 WARRANTY [NOT USED] 3 PART2 - PRODUCTS 4 2.1 OWNER-FURNISHED lox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 1. Compatible with surface being cleaned g 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL [NOT USED] 13 PART 3 - EXECUTION 14 3.1 INSTALLERS [NOT USED] 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION [NOT USED] 17 3.4 APPLICATION [NOT USED] 18 3.5 REPAIR/RESTORATION [NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJUSTING [NOT USED] 23 3.10 CLEANING 24 A. General 25 1. Prevent accumulation of wastes that create hazardous conditions. 26 2. Conduct cleaning and disposal operations to comply with laws and safety orders of 27 governing authorities. 28 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 29 storm or sanitary drains or sewers. 30 4. Dispose of degradable debris at an approved solid waste disposal site. 31 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 32 alternate manner approved by City and regulatory agencies. 33 6. Handle materials in a controlled manner with as few handlings as possible. CITY OF FORT WORTH FY I&CI19$FREET REPAIR AND KECON.PROGRAM ANI)NP.AR SOU'T'H SIDE MFI).DIST'.5V&S9 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION ROCUNIENTS 02387&02445 Revised July I,2011 01 7423-3 CLEANING Page 3 of 1 7. Thoroughly clean, sweep,wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on-site. 8 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s); 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Vacuum clean interior areas when ready to receive finish painting. 17 a. Continue vacuum cleaning on an as-needed basis, until Final Acceptance. 18 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 19 may become airborne or transported by flowing water during the storm. 20 C. Interior Final Cleaning 21 1. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels and other 22 foreign materials from sight-exposed surfaces. 23 2. Wipe all lighting fixture reflectors, lenses, lamps and trims clean. 24 3. Wash and shine glazing and mirrors. 25 4. Polish glossy surfaces to a clear shine. 26 5. Ventilating systems 27 a. CIean permanent filters and replace disposable filters if units were operated 28 during construction. 29 b. Clean ducts, blowers and coils if units were operated without filters during 30 construction. 31 6. Replace all burned out lamps. 32 7. Broom clean process area floors. 33 8. Mop office and control room floors. 34 D. Exterior(Site or Right of Way)Final Cleaning 35 1. Remove trash and debris containers from site. 36 a. Re-seed areas disturbed by location of trash and debris containers in accordance 37 with Section 32 92 13. 38 2. Sweep roadway to remove all rocks,pieces of asphalt, concrete or any other object 39 that may hinder or disrupt the flow of traffic along the roadway. 40 3. Clean any interior areas including, but not limited to,vaults,manholes, structures, 41 junction boxes and inlets. 42 4. If no longer required for maintenance of erosion facilities, and upon approval by 43 City, remove erosion control from site. 44 5. Clean signs, lights, signals, etc. CITY OF FORT WORTH FY16-CD9 S'1'RF.V.1'RrPA1R AN I?R% N.I'ROCR AM AN D NEAR SOUTH 511]1:MF'll.DISI'.W&SS MAIN IMPROI'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I,2011 02387&02445 01 7423-4 CLEANING page 4 of4 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 Revision Log DATE NAME SUMMARY OF CHANGE 7 CITY OF FORT WORTH FY16-01)9S'I'REF"I'REPAIRAND RKCWVROOKAMAND NEAR SO THSIDKMED.1)151:5V&SSM?.INIMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 77 19-1 CLOSEOUT REQUIREMENTS Page 1 of 3 1 SECTION 0177 19 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. None, 9 C. Related Specification Sections include,but are not necessarily limited to: 10 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 11 2. Division 1 —General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 A. Guarantees,Bonds and Affidavits 19 1. No application for final payment will be accepted until all guarantees, bonds, 20 certificates, licenses and affidavits required for Work or equipment as specified are 21 satisfactorily filed with the City. 22 B. Release of Liens or Claims 23 1. No application for final payment will be accepted until satisfactory evidence of 24 release of liens has been submitted to the City. 25 1.5 SUBMITTALS 26 A. Submit all required documentation to City's Project Representative. CITY OF FORT N STRUCTION SPECIFICATION bOCUMENTS WORTH STANDARD CONShY 16-CI)9 SIR EET R ETAIR AND RrOON.PROGRAM AN D N P.AR$OUTH 511)F Mrl).DIST.%V&$S MAIN i MPHOV. Revised July 1,2011 02387&02445 01 77 19-2 CLOSEOUT REQUIREMENTS Page 2 ora 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2 - PRODUCTS [NOT USED] 4 PART 3 - EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection, submit: 10 1. Project Record Documents in accordance with Section 01 78 39 11 2. Operation and Maintenance Data, if required, in accordance with Section 01 78 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 13 01 7423. 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. ina! Inspection with the Contractor present. 17 a. The City will make an initial F 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 FV I6-019 SI'REKTREPAIR AND ROCON,PROGRAM ANU NEAR SOUTH SII1P MF:II.ITIS.W&SS MAIM IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 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 lou] SITE QUALITY CONTROL [NOT USED] 26 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 Lag DATE NAME SUMMARY OF CHANGE 29 CITY OF FORT WORTH YY 16 -c""SPH4:FT REPAIR AND RECON.PROGRAM AND NEAR SOU III 811W.. Y.R M .DIST.W&SS MAIN IMPROV. STANDARD CON STRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 02387&02445 01 78 23-1 OPERATION AND MAINTENANCE DATA Page I of5 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 g 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers{to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1 —General Requirements 17 t.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8 '/z inches x 11 inches 34 b. Paper 35 1) 40 pound minimum,white, for typed pages 36 2) Holes reinforced with plastic,cloth or metal 37 c. Text: Manufacturer's printed data,or neatly typewritten CITY OF FORT WORTH FV I6-CD9 swF Kr RP.PAIR AMII KFk()N.VR0GRAM ANI)NEAR SOUTH SOPMED.DISI:W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 Of 78 23-2 OPERATION AND MAINTENANCE DATA Page 2 ofs 1 d. Drawings 2 1) Provide reinforced punched binder tab, bind in with text 3 2) Reduce larger drawings and fold to size of text pages. 4 e. Provide:fly-leaf for each separate product, or each piece of operating 5 equipment. 6 1) Provide typed description of product, and major component parts of 7 equipment. 8 2) Provide indexed tabs. 9 f. Cover 10 1) Identify each volume with typed or printed title"OPERATING AND 11 MAINTENANCE INSTRUCTIONS", 12 2) List: 13 a) Title of Project 14 b) Identity of separate structure as applicable 15 c) Identity of general subject matter covered in the manual 16 3. Binders 17 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 18 b. When multiple binders are used, correlate the data into related consistent 19 groupings. 20 4. If available,provide an electronic form of the O&M Manual. 21 B. Manual Content 22 1. Neatly typewritten table of contents for each volume, arranged in systematic order 23 a. Contractor, name of responsible principal, address and telephone number 24 b. A list of each product required to be included, indexed to content of the volume 25 C. List, with each product: 26 1) The name, address and telephone number of the subcontractor or installer 27 2) A list of each product required to be included, indexed to content of the 28 volume 29 3) Identify area of responsibility of each 30 4) Local source of supply for parts and replacement 31 d. Identify each product by product name and other identifying symbols as set 32 forth in Contract Documents. 33 2. Product Data 34 a. Include only those sheets which are pertinent to the specific product. 35 b. Annotate each sheet to: 36 1) Clearly identify specific product or part installed 37 2) Clearly identify data applicable to installation 38 3) Delete references to inapplicable information 39 3. Drawings 40 a. Supplement product data with drawings as necessary to clearly illustrate: 41 1) Relations of component parts of equipment and systems 42 2) Control and flow diagrams 43 b. Coordinate drawings with information in Project Record Documents to assure 44 correct illustration of completed installation. 45 c. Do not use Project Record Drawings as maintenance drawings, 46 4. Written text, as required to Supplement product data for the particular installation: 47 a. Organize inconsistent format under separate headings for different procedures. 48 b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH FYI&CD9 S'I'NEKTRN.PAIR AND RHC)ON.PROOKAM ANI)NEAR SOU'!'N SIUF;MN.I).171ST'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS IV&$$MAIN IMI'K01', Revised December 20,2012 02387&02445 01 7823-3 OPERATION AND MAINTENANCE DATA Page 3 or'5 1 5. Copy of each warranty, bond and service contract issued 2 a. Provide information sheet for City personnel giving: 3 1) Proper procedures in event of failure 4 2) Instances which might affect validity of warranties or bonds 5 C. Manual for Materials and Finishes 6 1. Submit 5 copies of complete manual in final form. 7 2. Content,for architectural products,applied materials and finishes: 8 a. Manufacturer's data,giving full information on products 9 1) Catalog number, size,composition 10 2) Color and texture designations 11 3) Information required for reordering special manufactured products 12 b. Instructions for care and maintenance 13 1) Manufacturer's recommendation for types of cleaning agents and methods 14 2) Cautions against cleaning agents and methods which are detrimental to 15 product 16 3) Recommended schedule for cleaning and maintenance 17 3. Content, for moisture protection and weather exposure products: 18 a. Manufacturer's data,giving full information on products 19 1) Applicable standards 20 2) Chemical composition 21 3) Details of installation 22 b. Instructions for inspection, maintenance and repair 23 D. Manual for Equipment and Systems 24 1. Submit 5 copies of complete manual in final form. 25 2. Content,for each unit of equipment and system, as appropriate: 26 a. Description of unit and component parts 27 1) Function,normal operating characteristics and limiting conditions 28 2) Performance curves, engineering data and tests 29 3) Complete nomenclature and commercial number of replaceable parts 30 b. Operating procedures 31 1) Start-up,break-in,routine and normal operating instructions 32 2) Regulation, control, stopping, shut-down and emergency instructions 33 3) Summer and winter operating instructions 34 4) Special operating instructions 35 c. Maintenance procedures 36 1) Routine operations 37 2) Guide to"trouble shooting" 38 3) Disassembly, repair and reassembly 39 4) Alignment, adjusting and checking 40 d. Servicing and lubrication schedule 41 1) List of lubricants required 42 e. Manufacturer's printed operating and maintenance instructions 43 f. Description of sequence of operation by control manufacturer 44 1) Predicted life of parts subject to wear 45 2) Items recommended to be stocked as spare parts 46 g. As installed control diagrams by controls manufacturer 47 h. Each contractor's coordination drawings 48 1) As installed color coded piping diagrams CITY OF FORT WORTH rY16.CD95'IPEErRN.PAIR AND RECON.I'ROORAM AND NEAR SOUTH SIDEMED.615'1'.1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 7823-4 OPERATION AND MAINTENANCE DATA Page 4 of5 1 i. Charts of valve tag numbers, with location and function of each valve 2 j. List of original manufacturer's spare parts,manufacturer's current prices, and 3 recommended quantities to be maintained in storage 4 k. Other data as required under pertinent Sections of Specifications 5 3. Content, for each electric and electronic system, as appropriate: 6 a. Description of system and component parts 7 1) Function, normal operating characteristics, and limiting conditions 8 2) Performance curves, engineering data and tests 9 3) Complete nomenclature and commercial number of replaceable parts 10 b. Circuit directories ofpanelboards I 1 1) Electrical service 12 2) Controls 13 3) Communications 14 c. As installed color coded wiring diagrams 15 d. Operating procedures 16 I) Routine and normal operating instructions 17 2) Sequences required 18 3) Special operating instructions 19 e. Maintenance procedures 20 1) Routine operations 21 2) Guide to"trouble shooting" 22 3) Disassembly, repair and reassembly 23 4) Adjustment and checking 24 f. Manufacturer's printed operating and maintenance instructions 25 g. List of original manufacturer's spare parts,manufacturer's current prices, and 26 recommended quantities to be maintained in storage 27 h. Other data as required under pertinent Sections of Specifications 28 4. Prepare and include additional data when the need for such data becomes apparent 29 during instruction of City's personnel. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 19 QUALITY ASSURANCE 33 A. Provide operation and maintenance data by personnel with the following criteria: 34 1. Trained and experienced in maintenance and operation of described products 35 2. Skilled as technical writer to the extent required to communicate essential data 36 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH '"-Cl 1951RY.ISf RI'PAIR AND"CON.PROGRAM AND NP-.AR SOUTH SIDE.MP.D.GIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 02387&02445 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY, STORAGE, AND HANDLING[NOT USED] 2 1.11 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2 - PRODUCTS [NOT USED] 5 PART 3 - EXECUTION [NOT USED] 6 END OF SECTION 7 Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D.Johnson 1.5.A.1—title of section removed 8 CITY OF FORT WORTH FY16-009 SI'RF.rrR:PAIR ANI/P.:MN.PROGRAM ANI)NEAR SOU'T'H SA)Y.MFT).I)IS'I'.\V"MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 01 78 34-1 PROJECT RECORD DOCUMENTS Page 1 of4 1 SECTION 0178 39 2 PROJECT RECORD DOCUMENTS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 b. Water Meter Service Reports 10 e. Sanitary Sewer Service Reports I 1 d. Large Water Meter Reports 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to.- 15 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 16 2. Division l —General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 23 1.5 SUBMITTALS 24 A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to 25 City's Project Representative. 26 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 27 1.7 CLOSEOUT SUBMITTALS [NOT USED] 28 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 29 1.9 QUALITY ASSURANCE 30 A. Accuracy of Records 31 1. Thoroughly coordinate changes within the Record Documents, making adequate 32 and proper entries on each page of Specifications and each sheet of Drawings and 33 other Documents where such entry is required to show the change properly. 34 2. Accuracy of records shall be such that future search for items shown in the Contract 35 Documents may rely reasonably on information obtained from the approved Project 36 Record Documents, CITY OF FORT WORTH Vy 16•CIy9S I'R RF:I'0TAIR AND RECON,PROGRAM AN D N VAR SOUTH SIDE:MF:O.111$"1'.%V&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 07387&02445 Revised July 1,2011 01 7839-2 PROJECT RECORD DOCUMENTS Page 2 of4 1 3. To facilitate accuracy of records, make entries within 24 hours after receipt of 2 information that the change has occurred. 3 4. Provide factual information regarding all aspects of the Work,both concealed and 4 visible, to enable future modification of the Work to proceed without lengthy and 5 expensive site measurement, investigation and examination. 6 1.10 STORAGE AND HANDLING 7 A. Storage and Handling Requirements 8 1. Maintain the job set of Record Documents completely protected from deterioration 9 and from loss and damage until completion of the Work and transfer of all recorded t0 data to the final Project Record Documents. 11 2. In the event of loss of recorded data, use means necessary to again secure the data 12 to the City's approval. 13 a. In such case,provide replacements to the standards originally required by the 14 Contract Documents. 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 19 2.2 RECORD DOCUMENTS 20 A. Job set 21 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 22 charge to the Contractor, I complete set of all Documents comprising the Contract. 23 B. Final Record Documents 24 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 25 the City 1 complete set of all Final Record Drawings in the Contract. 26 2.3 ACCESSORIES [NOT USED] 27 2.4 SOURCE QUALITY CONTROL [NOT USED] 28 PART 3 - EXECUTION 29 3.1 INSTALLERS [NOT USED] 30 3.2 EXAMINATION [NOT USED] 31 3.3 PREPARATION [NOT USED] 32 3.4 MAINTENANCE DOCUMENTS 33 A. Maintenance of Job Set 34 1. Immediately upon receipt of the job set, identify each of the Documents with the 35 title, "RECORD DOCUMENTS-JOB SET". CITY OF FORT WORTH r'YI4CD9 5I'K r:N.'I'REIIAIK ANO RY.CON.PKOORAM AND NEAR SOU7N SIDR MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised July 1,2011 01 7839-3 PROJECT RECORD DOCUMENTS Page of4 1 2. Preservation 2 a. Considering the Contract completion time, the probable number of occasions 3 upon which the job set must be taken out for new entries and for examination, 4 and the conditions under which these activities will be performed, devise a 5 suitable method for protecting the job set. 6 b. Do not use the job set for any purpose except entry of new data and for review 7 by the City, until start of transfer of data to final Project Record Documents. 8 c. Maintain the job set at the site of work. 9 3. Coordination with Construction Survey 10 a. At a minimum, in accordance with the intervals,set forth in Section 01 71 23, 11 clearly mark any deviations from Contract Documents associated with 12 installation of the infrastructure. 13 4. Making entries on Drawings 14 a. Record any deviations from Contract Documents. 15 b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the 16 change by graphic line and note as required. 17 c. Date all entries. 18 d. Call attention to the entry by a"cloud" drawn around the area or areas affected. 19 e. In the event of overlapping changes, use different colors for the overlapping 20 changes. 21 5. Conversion of schematic layouts 22 a. In some cases on the Drawings, arrangements of conduits, circuits,piping, 23 ducts, and similar items, are shown schematically and are not intended to 24 portray precise physical layout. 25 1) Final physical arrangement is determined by the Contractor, subject to the 26 City's approval. 27 2) However,design of future modifications of the facility may require 28 accurate information as to the final physical layout of items which are 29 shown only schematically on the Drawings. 30 b. Show on the job set of Record Drawings,by dimension accurate to within 1 31 inch, the centerline of each run of items. 32 1) Final physical arrangement is determined by the Contractor, subject to the 33 City's approval. 34 2) Show, by symbol or note, the vertical location of the Item("under slab", "in 35 ceiling plenum", "exposed", and the like). 36 3) Make all identification sufficiently descriptive that it may be related 37 reliably to the Specifications. 38 c. The City may waive the requirements for conversion of schematic layouts 39 where, in the City's judgment, conversion serves no useful purpose. However, 40 do not rely upon waivers being issued except as specifically issued in writing 41 by the City. 42 B. Final Project Record Documents 43 1. Transfer of data to Drawings 44 a. Carefully transfer change data shown on the job set of Record Drawings to the 45 corresponding final documents, coordinating the changes as required. 46 b. Clearly indicate at each affected detail and other Drawing a full description of 47 changes made during construction, and the actual location of items. CITY OF FORT WORTH k'7-CD9 51'R E rr R FTAIR ANO RN.CON.PROGN AM AN D NEAR SOUITI Si11K MED,11151'.W&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02945 Revised July 1,2011 01 7839-4 PROJECT RECORD DOCUMENTS Page 4 of 4 1 c. Call attention to each entry by drawing a"cloud" around the area or areas 2 affected. 3 d. Make changes neatly, consistently and with the proper media to assure 4 longevity and clear reproduction. 5 2. Transfer of data to other Documents 6 a. If the Documents, other than Drawings,have been kept clean during progress of 7 the Work, and if entries thereon have been orderly to the approval of the City, g the job set of those Documents, other than Drawings,wilt be accepted as final 9 Record Documents. 10 b. If any such Document is not so approved by the City, secure a new copy of that 11 Document from the City at the City's usual charge for reproduction and 12 handling, and carefully transfer the change data to the new copy to the approval 13 of the City. 14 3.5 REPAIR I RESTORATION]NOT USED] 15 3.6 RE-INSTALLATION [NOT USED] 16 3.7 FIELD [OR] SITE'QUALITY CONTROL [NOT USED] 17 3.8 SYSTEM STARTUP [NOT USED] 18 39 ADJUSTING[NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE 26 CITY OF FORT WORTH FYI4-CD951REEf REPAIR AND RECON.PROGRAM AND MBAR SOUTH SIDEMM),DIV.W@SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS D2387&02945 Revised July 1,2011 033413-1 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 1 of 6 1 SECTION 03 34 13 2 CONTROLLED LOW STRENGTH MATERIAL(CLSM) 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Controlled low strength material (CLSM)for use in the following: 7 a. Flowable backfill 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 03 30 00-Cast-in-Place Concrete 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Measurement 17 a. This item is considered subsidiary to the structure or Items being placed. 18 2. Payment 19 a. The work performed and the materials furnished in accordance with this Item 20 are subsidiary to the structure or Items being placed and no other compensation 21 will be allowed. 22 1.3 REFERENCES 23 A. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of this 26 Specification, unless a date is specifically cited. 27 B. ASTM International (ASTM); 28 1. C31 -Standard Practice for Making and Curing Concrete Test Specimens in the 29 Field. 30 2. C33 -Standard Specification for Concrete Aggregates. 31 3. C39-Standard Test Method for Compressive Strength of Cylindrical Concrete 32 Specimens. 33 4. C143 -Standard Test Method for Slump of Hydraulic Cement Concrete. 34 5. C231 - Standard Test Method for Air Content of Freshly Mixed Concrete by the 35 Pressure Method. 36 6. C260-Standard Specification for Air-Entraining Admixtures for Concrete. 37 7. C618-Standard Specification for Coal Fly Ash and Raw or Calcined Natural 38 Pozzolan for Use in Concrete. CITY FORT WORTH STANDARD F'ARD CONSTRUCTION SPECIFICATION DOCUMENTSYI6'{"951'RF.V.T KrPAIR AV1,RENON.PROGH AM AKI)NEAR SOUTH SIUL MVO.I)IST.%V&SS MAIN IMPROV. Revised December 20,2012 02387&02445 033413-2 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 2 of 6 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 SUBMITTALS 3 A. Provide submittals in accordance with Section 0133 00. 4 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 5 specials. 6 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS 7 A. Product data 8 B. Sieve analysis 9 1. Submit sieve analyses of fine and coarse aggregates being used. 10 a. Resubmit at any time there is a significant change in grading of materials. 11 2. Mix 12 a. Submit full details, including mix design calculations for mix proposed for use. 13 C. Trial batch test data 14 1. Submit data for each test cylinder. 15 2. Submit data that identifies mix and slump for each test cylinder. 16 1.7 CLOSEOUT SUBMITTALS [NOT USED] 17 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 18 1.9 QUALITY ASSURANCE [NOT USED] 19 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] 20 1.11 FIELD CONDITIONS [NOT USED] 21 1.12 WARRANTY [NOT USED] 22 PART 2 - PRODUCTS 23 2.1 OWNER-FURNISHED OR OWNER-SUPPLIED PRODUCTS [NOT USED] 24 2.2 PRODUCT TYPES AND MATERIALS 25 A. Materials 26 1. Portland cement: Type II low alkali portland cement as specified in Section 03 30 27 00. 28 2. Fly ash: Class F fly ash in accordance with ASTM C618. 29 3. Water: As specified in Section 03 30 00. 30 4, Admixture: Air entraining admixture in accordance with ASTM C260. 31 5. Fine aggregate: Concrete sand(does not need to be in accordance with 32 ASTM C33).No more than 12 percent of fine aggregate shall pass a No. 200 sieve, 33 and no plastic fines shall be present. 34 6. Coarse aggregate: Pea gravel no larger than 318 inch. 35 B. Mixes CITY OF FORT WORTH rY16-CD9512F. 1'RFPAIR ANO RECON.PROGRAM AND KEAR SOUrH SIMMO).DIST.\V&..SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 0334 I3-3 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 3 of 6 1 l. Performance requirements 2 a. Total calculated air content 3 1) Not less than 8,0 percent or greater than 12.0 percent. 4 b. Minimum unconfined compressive strength 5 1) Not less than 50 psi measured at 28 days. 6 c. Maximum unconfined compressive strength 7 1) Not greater than 150 psi measured at 28 days. 8 2) Limit the long-term strength(90 days) to 200 psi such that material could 9 be re-excavated with conventional excavation equipment in the future if 10 necessary. 11 d. Wet density 12 1) No greater than 132 pounds per cubic foot. I3 e. Color 14 1) No coloration required unless noted. 15 2) Submit dye or other coloration means for approval. 16 2. Suggested design mix Material Absolute Volume Weight Specific Gravity Cubic Foot Cement 30 pounds 3.15 0.15 Fly Ash 300 pounds 2.30 2.09 Water 283 pounds 1,00 4.54 Coarse Aggregate 1,465 pounds 2.68 8.76 Fine Aggregate 1,465 pounds 2.68 8.76 Admixture 4-6 ounces - 2,70 TOTAL 3,543 pounds - 27.00 17 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL 20 A. Trial batch 21 1. After mix design has been accepted by Engineer, have trial batch of the accepted 22 mix design prepared by testing laboratory acceptable to Engineer, 23 2, Prepare trial batches using specified cementitious materials and aggregates 24 proposed to be used for the Work. 25 3. Prepare trial batch with sufficient quantity to determine slump, workability, 26 consistency, and to provide sufficient test cylinders. 27 B. Test cylinders: 28 1. Prepare test cylinders in accordance with ASTM C31 with the following 29 exceptions: 30 a. Fill the concrete test cylinders to overflowing and tap sides lightly to settle the 31 mix. 32 b. Do not rod the concrete mix. CITY OF FORT WORI'F[ STANDARD CONSTRUCTION SPECIFICATION DOCUMENT8 FYI6-C7 [)9SI' TI RF-"'KKPAIR ANRNCON.PKOOKAM AND NEAR SOU71i SIOF Mh:O.I)IS'I;W&S$MAIN IMPROV. Revised December 20,2012 02387&02445 033413-4 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 4 of6 1 c. Strike off the excess material. 2 2. Place test cylinders in a moist curing room.Exercise caution in moving and 3 transporting the cylinders since they are fragile and will withstand only minimal 4 bumping,banging, or jolting without damage. 5 3. Do not remove the test cylinder from mold until the cylinder is to be capped and 6 tested. 7 4. The test cylinders may be capped with standard sulfur compound or neoprene pads: 8 a. Perform the capping carefully to prevent premature fractures. 9 b. Use neoprene pads a minimum of 112 inch thick, and 1/2 inch larger in diameter 10 than the test cylinders. 11 c. Do not perform initial compression test until the cylinders reach a minimum 12 age of 3 days. 13 C. Compression test 8 test cylinders: Test 4 test cylinders at 3 days and 4 at 28 days in 14 accordance with ASTM C39 except as modified herein: 15 1. The compression strength of the 4 test cylinders tested at 28 days shall be equal to 16 or greater than the minimum required compression strength,but not exceed 17 maximum compression strength. 18 D. if the trial batch tests do not meet the Specifications for strength or density,revise and 19 resubmit the mix design, and prepare additional trial batch and tests. Repeat until an 20 acceptable trial batch is produced that meets the Specifications. 21 1. All the trial batches and acceptability of materials shall be paid by the 22 CONTRACTOR. 23 2. After acceptance,do not change the mix design without submitting a new mix 24 design, trial batches, and test information. 25 E. Determine slump in accordance with ASTM C143 with the following exceptions: 26 1. Do not rod the concrete material. 27 2. Place material in slump cone in 1 semi-continuous filling operation, slightly 28 overfill, tap lightly, strike off, and then measure and record slump. 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. Place CLSM by any method which preserves the quality of the material in terms of 35 compressive strength and density: 36 1. Limit lift heights of CLSM placed against structures and other facilities that could 37 be damaged due to the pressure from the CLSM,to the lesser of 4 feet or the lift 38 height indicated on the Drawings.Do not place another lift of CLSM until the last 39 lift of CLSM has set and gained sufficient strength to prevent lateral load due to the 40 weight of the next lift of CLSM. CITY OF FORT WORTH YY16-CI)9SIAF. rRF:I'AINANTIRFkON.1'ROCIRAMANI)NY.ARSO1JI'H$II)FMF;1).1)ISI'.JV2387AIVMPRO V. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS VV Revised December 20,2012 033413-5 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 5 Of 6 1 2. The basic requirement for placement equipment and placement methods is the 2 maintenance of its fluid properties. 3 3. Transport and place material so that it flows easily around, beneath,or through 4 walls,pipes, conduits, or other structures. 5 4. Use a slump of the placed material greater than 9 inches,and sufficient to allow the 6 material to flow freely during placement: 7 a. After trial batch testing and acceptance, maintain slump developed during 8 testing during construction at all times within± 1 inch. 9 5. Use a slump, consistency, workability, flow characteristics, andurn abilit 10 required)such that when placed, the material is self-compacting, fdensifying ere 11 and has sufficient plasticity that compaction or mechanical vibration is not required. 12 6. When using as embedment for pipe take appropriate measures to ensure line and 13 grade of pipe. 14 3.5 REPAIR[NOT USED] 15 3.6 RE-INSTALLATION[NOT USED] 16 3.7 FIELD QUALITY CONTROL 17 A. General 18 1. Make provisions for and furnish all material for the test specimens,and provide 19 manual assistance to assist the Engineer in preparing said specimens. 20 2. Be responsible for the care of and providing curing condition for the test specimens. 21 B. Tests by the City 22 1. During the progress of construction, the City will have tests made to determine 23 whether the CLSM, as being produced, complies with the requirements specified 24 hereinbefore. Test cylinders will be made and delivered to the laboratory by the 25 Engineer and the testing expense will be borne by the City. 26 2. Test cylinders 27 a. Prepare test cylinders in accordance with ASTM C31 with the following 28 exceptions: 29 1) Fill the concrete test cylinders to overflowing and tap sides lightly to settle 30 the mix. 31 2) Do not rod the concrete mix. 32 3) Strike off the excess material. 33 b. Place the cylinders in a safe location away from the construction activities. 34 Keep the cylinders moist by covering with wet burlap,or equivalent. Do not 35 sprinkle water directly on the cylinders. 36 c. After 2 days,place the cylinders in a protective container for transport to the 37 laboratory for testing. The concrete test cylinders are fragile and shall be 38 handled carefully. The container may be a box with a Styrofoam or similar 39 lining that will limit the jarring and bumping of the cylinders. 40 d. Place test cylinders in a moist curing room. Exercise caution in moving and 41 transporting the cylinders since they are fragile and will withstand only 42 minimal bumping,banging, or jolting without damage. 43 e. Do not remove the test cylinder from mold until the cylinder is to be capped 44 and tested. CITY OF FORT WORTH F Y 16009 S'IRLLT REMIR ANI)RF"".I'ROGItA V,IND NEAR SOUTH S IfNS MY:D.DISI".IV&SS VAIN I MI'ROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 02387&02445 033413-6 CONTROLLED LOW STRENGTH MATERIAL(CLSM) Page 6 of6 1 f. The test cylinders may be capped with standard sulfur compound or neoprene 2 pads: 3 1) Perform the capping carefully to prevent premature fractures. 4 2) Use neoprene pads a minimum of 112 inch thick, and 112 inch larger in 5 diameter than the test cylinders. 6 3) Do not perform initial compression test until the cylinders reach a 7 minimum age of 3 days. 8 3. The number of cylinder specimens taken each day shall be determined by the g Inspector. 10 a. Test 1 cylinder at 3 days and 2 at 28 days in accordance with ASTM C39 11 except as modified herein. 12 b. The compression strength of the cylinders tested at 28 days shall be equal to or 13 greater than the minimum required compression strength,but not exceed 14 maximum compression strength. 15 4. The City will test the air content of the CLSM.Test will be made immediately after 16 discharge from the mixer in accordance with ASTM C231. 17 5. Test the slump of CLSM using a slump cone in accordance with ASTM C143 with 18 the following exceptions: 19 a. Do not rod the concrete material. 20 b. Place material in slump cone in 1 semi-continuous filling operation, slightly 21 overfill, tap lightly, strike off,and then measure and record slump. 22 6. If compressive strength of test cylinders does not meet requirements, make 23 corrections to the mix design to meet the requirements of this specification. 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 33 CITY OF FORT WORTH FY16-CD9 sI'KE 1'REI•AIR AND R}:CON.1'ROGR AM AND NEAR SOu'1'H 61UI';ME:o.1)151:W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 3301 31 -1 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 1 01`7 1 SECTION 33 0131 2 CLOSED CIRCUIT TELEVISION(CCTV) INSPECTION 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Requirements and procedures for Closed Circuit Television(CCTV)Inspection of 7 sanitary sewer or storm sewer mains 8 2. For sanitary sewer projects all (existing: Pre-CCTV,proposed: Post-CCTV) main 9 shall be inspected. 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 14 Contract 15 2. Division 1 —General Requirements 16 3. Section 33 03 10—Bypass Pumping of Existing Sewer Systems 17 4. Section 33 04 50—Cleaning of Sewer Mains 18 5. Section Of 32 16—Construction Progress Schedule 19 1.2 PRICE AND PAYMENT PROCEDURES 20 A. Pre-CCTV Inspection 21 1. Measurement 22 a. Measurement for this Item will be by the linear foot of line televised for CCTV 23 Inspection performed prior to any line modification or replacement determined 24 from the distance recorded on the video log. 25 2. Payment 26 a. The work performed and materials furnished in accordance with this Item and 27 measured as provided under"Measurement"will be paid for at the unit price 28 bid per linear foot for"Pre-CCTV Inspection". 29 1) Contractor will not be paid for unaccepted video. 30 3. The price bid shall include: 31 a. Mobilization 32 b. Cleaning 33 c. Digital file 34 B. Post-CCTV Inspection 35 1. Measurement 36 a. Measurement for this Item will be by the linear foot of line televised for CCTV 37 Inspection performed following repair or installation determined from the 38 distance recorded on the video log. 39 2. Payment CITY OF FORT NORTH FY1G.cf*5'I'R NY:I'R rI'AIR AND RE('ON .S .PROGRAM NI)NKAR SOUTH SJOr MKI).GIST.1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 3,2016 02387&02445 33 01 31-2 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Plage 2 of 7 1 a. The work performed and materials furnished in accordance with this Item and 2 measured as provided under"Measurement"will be paid for at the unit price 3 bid per linear foot for"Post-CCTV Inspection". 4 1) Contractor will not be paid for unaccepted video. 5 3. The price bid shall include: 6 a. Mobilization 7 b. Cleaning 8 c. Digital file 9 1.3 REFERENCES 10 A. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard 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. City of Fort Worth Water Department 15 a. City of Fort Worth Water Department CCTV Inspection and Defect Coding 16 Program(CCTV Manual). The CCTV Manual is available for download on 17 Buzzsaw. Location.:Resources170--Inspection ToolslStandard Construction 18 b. City of Fort Worth Water Department CCTV Spread Sheet Log is available for 19 download on Buzzsaw. Location: Resources170—Inspection Tools\Standard 20 Construction. 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Coordination 23 1. Sanitary Sewer Lines 24 a. Meet with City of Fort Worth Water Department staff to confirm that the 25 appropriate equipment, software, standard templates, defect codes and defect 26 rankings are being used, if required. 27 2. Storm Sewer Lines 28 a. Meet with City of Fort Worth Transportation/Public Works Department staff to 29 confirm that the appropriate equipment, software, standard templates, defect 30 codes and defect rankings are being used, if required. 31 B. Schedule 32 1. Include Pre and Post CCTV schedule as part of the Construction Progress Schedule 33 per Section 01 32 16. 34 2. Include time for City review(2 weeks minimum—Notification needs to be send out 35 to Project Manager&Field Operation). 36 3. If CCTV is accepted by City,proceed with work. If rejected,coordinate with City 37 per Part 1.4 A. 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 Engineer or the City prior to delivery. 41 C. If inspected with Infrastructure Technologies I.T. Software per CCTV Manual provide 42 video data per the CCTV Manual. Provide additional copy of video in Windows Media 43 AudioNideo(.wmv)format for City Inspection review. CITY OF FORT WORTH FY 16.0)9 517E X RFTAIR AN I)RFLON.PROGR AM AND NEAR SOUTH SII)E MF.I),I)ISf.W&SS MAIN I MPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised March 3,2016 3301 31 -3 CLOSED CIRCUIT TELEVISION{CCTV}INSPECTION Page 3 of 7 1 D. If inspected with other software provide video data in Windows Media Audio/Video 2 (.wmv)format. Provide CCTV log in EXCEL spread sheet format—The CCTV spread 3 sheet log can be found on Buzzsaw. Location:Resources170—Inspection 4 ToolslStandard Construction. 5 E. Inspection Report shall include: 6 1. Asset 7 a. Date 8 b. City 9 c. Address and/or Project Name 10 d. Main Number—GIS ID(If Available) 11 e. Upstream Manhole GIS ID(If Available) 12 f. Downstream Manhole GIS ID (If Available) 13 g. Pipe Diameter 14 h. Material 15 i. Pipe Length 16 j. Mapsco Location Number 17 k. Date Constructed 18 1. Pipe Wall Thickness 19 2. Inspection 20 a. Inspection Number(i.e. I st,2"a,ete...) 21 b. Crew Number 22 c. Operator Name 23 d. Operator Comments 24 e. Reason for Inspection 25 f. Equipment Number 26 g. Camera Travel Direction(Upstream/Downstream) 27 h. Inspected Length(feet) 28 i. Work Order Number(if required) 29 j. City Project Number(if required) 30 k. City Contract Name 31 1. DOE/TPW Number(if required) 32 m. Consultant Company Name 33 n. Consultant Contact Name 34 0. Consultant Contact Phone Number 35 P. Contractor Company Name 36 q. Contractor Contact Name 37 r, Contractor Contact Phone Number 38 1.6 INFORMATIONAL SUBMITTALS 39 A. Pre-CCTV submittals 40 1. 2 copies of CCTV video results on USB drive 41 2. 2 hard copies of Inspection Report and one pdf copy on USB drive 42 B. Additional information that may be requested by the City 43 1. Listing of cleaning equipment and procedures 44 2. Listing of flow diversion procedures if required 45 3. Listing of CCTV equipment 46 4. Listing of backup and standby equipment CITY OF FORT WORTH 'Y16-CI)9S'I'REKI'RF:I'AIRAND RECQN.IIRo(IRAMAN1)NEAR WU'1HSII)EMEI).DIST.lY&SS MAIN IMf oV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 3,2016 02387&02445 330131 -4 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 4 of 7 1 5. Listing of safety precautions and traffic control measures 2 1.7 CLOSEOUT SUBMITTALS 3 A. Post-CCTV submittals 4 1. 2 copies of CCTV video results on USB drive 5 2. 2 Hard copies of Inspection Report. A pdf copy on USB drive shall be submitted to 6 the City Inspector for review prior to scheduling a project final walk through. 7 3. CCTV speadsheet log in EXCEL format—A blank copy of the CCTV spread sheet 8 log can be found on Buzzsaw. Location: Resources170—Inspection ToolslStandard 9 Construction 10 4. Construction Plans identifying the line segments that were videoed. Include cover 11 sheet, overall line layout sheet(s), and plan and profile sheet(s). 12 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 13 1.9 QUALITY ASSURANCE [NOT USED] 14 1.10 DELIVERY,STORAGE, AND HANDLING [NOT USED] 15 1.11 FIELD [SITE] CONDITIONS [NOT USED] 16 1.12 WARRANTY [NOT USED] 17 PART 2 - PRODUCTS 18 A. Equipment- 19 quipment19 1. Closed Circuit Television Camera 20 a. The television camera used shall be one specifically designed and constructed 21 for sewer inspection. Lighting for the camera shall be suitable to allow a clear 22 picture of the entire periphery of the pipe. The camera shall be operative in 100 23 percent humidity/submerged conditions. The equipment will provide a view of 24 the pipe ahead of the equipment and of features to the side of the equipment 25 through turning and rotation of the lens. The camera shall be capable of tilting 26 at right angles along the axis of the pipe while panning the camera lens through 27 a full circle about the circumference of the pipe. The lights on the camera shall 28 also be capable of panning 90-degrees to the axis of the pipe. 29 b. The radial view camera must be solid state color and have remote control of the 30 rotational lens. The camera shall be capable of viewing the complete 31 circumference of the pipe and manhole structure,including the cone-section or 32 corbel. The camera lens shall be an auto-iris type with remote controlled 33 manual override. 34 2. Video Capture System 35 a. The video and audio recordings of the sewer inspections shall be made using 36 digital video equipment. A video enhancer may be used in conjunction with, 37 but not in lieu of, the required equipment. The digital recording equipment 38 shall capture sewer inspection on USB drive,with each sewer segment(from 39 upstream manhole to downstream manhole) inspection recorded as an 40 individual file in Windows Media Audio/Video(.wmv) format. City has a right 41 to change the format from .WMV media to .MP4 CITY OF FORT WORTH FYI6.CI)9 S'IRE.rr RPTAIR AND RECON.I'ROOR AM ANI)NEAR SOII'I'H SIDE Mh:l).DIST'.W&SS MAW'MPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 03387 cg 02445 Revised March 3,2016 33 41 31 -5 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 5 of 7 I b. The system shall be capable of printing pipeline inspection reports with 2 captured images of defects or other related significant visual information on a 3 standard color printer. 4 c. The system shall store digitized color picture images and be saved in digital 5 format on a USB drive. 6 d. The system shall be able to produce data reports to include, at a minimum, all 7 observation points and pertinent data. All data reports shall match the defect 8 severity codes outlined in the City's CCTV manual. 9 e. Camera footage,date&manhole numbers shall be maintained in real time and 10 shall be displayed on the video monitor as well as the video character I I generators illuminated footage display at the control console. 12 PART 3 - EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION [NOT USE])] 15 3.3 PREPARATION 16 A. General 17 1. Prior to inspection obtain pipe and manhole asset identification numbers from the 18 plans or City to be used during inspections. Inspections performed using 19 identification numbers other than the pians or from assigned numbers from the City 20 will be rejected. 21 2. Inspection shall not commence until the sewer section to be televised has been 22 completely cleaned in conformance with Section 33 04 50. (Sewer system should 23 be connected to existing sewer system and should be active) 24 3. Inspection of newly installed sewers(not yet in service) shall not begin prior to 25 completion of the following; 26 a. Pipe testing 27 b. All manhole work is complete 28 c. Installation of all lateral services 29 d. Vacuum test of manholes 30 4. Temporary Bypass Pumping(if required)shall conform to Section 33 03 10. 31 B. Storm Sewer Lines 32 1. Coordinate with City of Fort Worth Transportation/Public Works Department for 33 CCTV equipment and cleaning requirements. 34 3.4 INSPECTION(CCTV) 35 A. General 36 1. Begin inspection immediately after cleaning of the main. 37 2. Move camera through the line in either direction at a moderate rate, stopping when 38 necessary to permit proper documentation of the main's condition. 39 3. Do not move camera at a speed greater than 30 feet per minute. 40 4. Use manual winches,power winches, TV cable, and power rewinds that do not 41 obstruct the camera view, allowing for proper evaluation. 42 5. During investigation stop camera at each defect along the main. CITY OF FORT WORT[-1 EYIG.0095'I'KIiF:I'RKI'A fR AND RECON,I-ROOK AMAND NIiAR 5O0'1'H 811}FMRI1,01 . STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 4V&.55 MAIN IMPROV. Revised March 3,2016 02387&02445 3301 31 -6 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 6 Of 7 1 a. Record the nature,location and orientation of the defect or infiltration location 2 as specified in the CCTV Manual. 3 6. Pan and tilt the camera to provide additional detail at: 4 a. Manholes,Include condition of manhole in its entirety and interior corrosion 5 protection(if applicable)(Camera should pan the entire manhole from top as 6 well as while lowering into manhole,also show complete view of invert) 7 b. Service connections,Pan the Camera to get a complete overview of service 8 connection including zooming into service connection Include location(i.e. 3 9 o'clock, 9 o'clock,etc...) 10 c. Joints, Include comment on condition, signs of damage, etc... 11 d. Visible pipe defects such as cracks,broken or deformed pipe,holes, offset 12 joints, obstructions or debris(show as %of pipe diameter). ff debris has been 13 found in the pipe during the post-CCTV inspection, additional cleaning is 14 required and pipe shall be re-televised. 15 e. infiltration/Inflow locations 16 f. Pipe material transitions 17 g. Other locations that do not appear to be typical for normal pipe conditions 18 h. Note locations where camera is underwater and level as a%of pipe diameter. 19 7. Provide accurate distance measurement. 20 a. The meter device is to be accurate to the nearest 1/10 foot. 21 8. CCTV inspections are to be continuous. 22 a. Do not provide a single segment of main on more than 1 USB drive. 23 b. A single segment is defined from manhole to manhole. 24 B. Pre-Installation Inspection for Sewer Mains to be rehabilitated 25 1. Perform Pre-CCTV inspection immediately after cleaning of the main and before 26 rehabilitation work. 27 2. If,during inspection, the CCTV will not pass through the entire section of main due 28 to blockage or pipe defect, set up so the inspection can be performed from the 29 opposite manhole. 30 3. Provisions for repairing or replacing the impassable location are addressed in 31 Section 33 3120,Section 33 31 21 and Section 33 31 22. 32 C. Post-Installation Inspection 33 1. Complete manhole installation before inspection begins. 34 2. Prior to inserting the camera,flush and clean the main in accordance to Section 33 35 0450. 36 D. Documentation of CCTV Inspection 37 1. Sanitary Sewer Lines 38 a. Follow the CCTV Manual (CCTV standard manual supplied by City upon 39 request)for the inspection video,data logging and reporting or Part 1.5 E of 40 this section. 41 2. Storm Sewer Lines 42 a. Provided documentation for video, data logging, and reporting in accordance 43 with City of Fort Worth Transportation/Public Works Department 44 requirements. CITY OF FORT WORTH FY16.CI19 31R N.rr RFI-AIR AND RECOW IPR00%AM ANI)NEAR SOLI H SIDE iv M).DISI:W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised March 3,2016 3301 31 -7 CLOSED CIRCUIT TELEVISION(CCTV)INSPECTION Page 7 of 7 1 3.5 REPAIR/RESTORATION [NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD [ox] SITE QUALITY CONTROL [NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING 7 A. See Section 33 04 50. 8 3.11 CLOSEOUT ACTIVITIES [NOT USED] 9 3.12 PROTECTION [NOT USED] 10 3.13 MAINTENANCE [NOT USED] 11 3.14 ATTACIIMENTS [NOT USED] 12 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CI{ANGE 12/20/2012 D..lohnson Various Added requirements for coordination with T/PW for Storm Sewer CCTV 03/03/2016 7 Kasavich Various—Alternative to CCTV Manual,modified submittal detail requirements 15 CITY OF FORT WORTH F'Y 16-C1)9 S'IRV V I'RF.I'AIR ANTI R�:ONATOOR AM ANI]NI'.AR SOO'I'H SIDL MKO.DISI',lV&%MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised March 3,2016 02387&02445 33 04 40-1 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 1 of8 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. None. 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements, Contract Forms,and Conditions of the 17 Contract 18 2. Division I —General Requirements 19 3. Section 33 01 31 —Closed Circuit Television(CCTV) Inspection 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1, Measurement 23 a. This item is considered subsidiary to the water main being Cleaned and Tested. 24 2. Payment 25 a. The work performed and the materials furnished in accordance with this Item 26 are subsidiary to cleaning, disinfection,hydrostatic testing, and bacteriological 27 testing and shall be subsidiary to the unit price bid per linear foot of water pipe 28 complete in place, and no other compensation will be allowed. 29 1.3 REFERENCES 30 A. Reference Standards 31 1. Reference standards cited in this Specification refer to the current reference 32 standard published at the time of the latest revision date logged at the end of this 33 Specification, unless a date is specifically cited. 34 2. American Water Works Association/American(AWWA): 35 a. C301,Prestressed Concrete Pressure Pipe, Steel-Cylinder Type. 36 b. C303,Concrete Pressure Pipe,Bar-Wrapped, Steel-Cylinder Type. 37 c. C651,Disinfecting Water Mains. 38 d. C655,Field De-Chlorination. CITY OF FORT WORTH r}'IG-CIY9s'i1w.rr RFI1AfR AND RECON.PROOR AM AND NEARSOUTH SIDY.MF:D.OIS.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 6,2013 330440-2 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Pale 2 of 8 1 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 2 1.5 S UBMITTALS 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 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 20 1.7 CLOSEOUT SUBMITTALS [NOT USED] 21 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 22 1.9 QUALITY ASSURANCE [NOT USED] 23 1 A 0 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 2.11 OWNER-FURNISHED loR] 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 37 6. Pigs shall be able to traverse standard piping arrangements such as 90 degree bends, 38 tees, crosses,wyes, and gate valves. CITY OF FORT WORTH 4Y1GCI79 S'IRF'. r RFTAIR ANI)RECON.PROGRAM AND NEAR SOUTH SIDE:ME6,0IS7.W&SS MAIN IMI'RO%I. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 03387&02445 Revised February 6,2013 330440-3 CLEANING AND ACCEPTANCETFSTING OF WATER MAINS Page 3 of 8 1 2.3 ACCESSORIES [NOT USED] 2 2.4 SOURCE QUALITY CONTROL [NOT USED] 3 PART 3 - EXECUTION 4 3.1 INSTALLERS [NOT USED1 5 3.2 EXAMINATION [NOT USED] 6 3.3 PREPARATION [NOT USED] 7 3.4 ERECTIONIINSTALLATIONIAPPLICATION [NOT USED] 8 3.5 REPAIRIRESTORATION [NOT USED] 9 3.6 RE-INSTALLATION [NOT USED] 10 3.7 FIELD lou] SITE QUALITY CONTROL [NOT USED] 11 3.8 SYSTEM STARTUP [NOT USED] 12 3.9 ADJUSTING [NOT USED] 13 3.10 CLEANING 14 A. General 15 1. All water mains shall be cleaned prior to bacteriological testing. 16 a. Pig all 36-inch and smaller water mains. 17 b. Pig or manually sweep 42-inch and larger mains. 18 c. Flushing is only permitted when specially designated in the Drawings, or if 19 pigging is not practical and approved by the City. 20 B. Pigging Method 21 1. If the method of pigging is to be used,prepare the main for the installation and 22 removal of a pig, including: 23 a. Furnish all equipment, material and labor to satisfactorily expose cleaning wye, 24 remove cleaning wye covers, etc. 25 b. Where expulsion of the pig is required through adead-ended conduit: 26 1) Prevent backflow of purged water into the main after passage of the pig. 27 2) install a mechanical joint to provide a riser out of the trench on 12-inch and 28 smaller mains to prevent backwater re-entry into the main. 29 3) Additional excavation of the trench may be performed on mains over 12 30 inches, to prevent backwater re-entry into the main. 31 4) Flush any backflow water that inadvertently enters the main. 32 c. Flush short dead-end pipe sections not swabbed by a pig. 33 d. Once pigging is complete: 34 1) Pigging wyes shall remain in place unless otherwise specified in the 35 Contract Documents. 36 2) Install cleaning wye,blind flanges or mechanical joint plugs. 37 3) Plug and place blocking at other openings. 38 4) Backfill CITY OF FORT WORTH FY16-0)9511EET KEVARI ANh RECON.PROOKAM ANP NEAR SON'I'H SIDI'MrIk Il]S'I'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 03387&02445 Revised Nebruary 6,2013 330440-4 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 4 of8 1 5) Complete all appurtenant work necessary to secure the system and proceed 2 with disinfection. 3 C. Flushing Method 4 1. Prepare the main by installing blow-offs at appropriate locations, of sufficient sizes 5 and numbers, and with adequate flushing to achieve a minimum velocity in the 6 main of 2.5 feet per second. 7 a. Minimum blow-off sizes for various main sizes are as follows: 8 1) 4-inch through 8-inch main—3/4-inch blow-off 9 2) 10-inch through 12-inch main— I-inch blow-off 10 3) 16-inch and greater main—2-inch blow-off 11 b. Flushing shall be subject to the following limitations: 12 1) Limit the volume of water for flushing to 3 times the volume of the water 13 main. 14 2) Do not unlawfully discharge chlorinated water. 15 3) Do not damage private property. 16 4) Do not create a traffic hazard. 17 c. Once Flushing is complete: 18 1) Corporations stops used for flushing shall be plugged. 19 D. Daily main cleaning 20 1. Wipe joints and then inspect for proper installation. 21 2. Sweep each joint and keep clean during construction. 22 3. Install a temporary plug on all exposed mains at the end of each working day or an 23 extended period of work stoppage. 24 E. Hydrostatic Testing 25 1. All water main that is to be under pressure, shall be hydrostatically tested to meet 26 the following criteria: 27 a. Furnish and install corporations for proper testing of the main. 28 1) Furnish adequate and satisfactory equipment and supplies necessary to 29 make such hydrostatic tests. 30 2) The section of Iine to be tested shall be gradually filled with water, 31 carefully expelling the air and the specified pressure applied. 32 b. The City will furnish water required for the testing at its nearest City line. 33 c. Expel air from the pipe before applying the required test pressure. 34 d. Test Pressure 35 1) Test pressures should meet the following criteria: 36 a) Not less than 1.25 (187 psi minimum) times the stated working 37 pressure of the pipeline measured at the highest elevation along the test 38 section. 39 b) Not less than 1.5 (225 psi minimum) times the stated working pressure 40 at the lowest elevation of the test section. 41 e. Test Conditions 42 1) Must be at least 2 hour duration 43 2) Add water as necessary to sustain the required test pressure. 44 3) Test fire hydrants to the fire hydrant valve. 45 a) Leave the isolation valve on the fire hydrant lead line open during the 46 hydrostatic testing. 47 4) Test service lines to curb stop CITY OF FORT WORTH rYI6.cl)9 SUREKT REVAIR AND RF;CON.PROOKAM ANDNEAR SOTIA SII)F Mh:[).I)IS'I'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6,2013 02387&02445 330440-5 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 5 oF$ 1 a) Leave the corporation stop on the service line open during the 2 hydrostatic testing. 3 5) Close isolation valves for air release valves. 4 6) Makeup water must come from a container of fixed 55 gal ton container that 5 does not have a water source. 6 f. Measure all water used in the pressure test through an approved meter,or 7 measure the difference in volume within a 55 gallon container. 8 1) Do not test against existing water distribution valves unless expressly 9 provided for in the Drawings, or approved by the City. 10 2) If the City denies approval to test against existing water distribution system 11 valve, then make arrangements to plug and test the pipe at no additional 12 cost. 13 2. Allowable Leakage 14 a. No pipe installation should be accepted if the amount of makeup water is 15 greater than that determined using the following formula: 16 In inch-pound units, 1� L= SD QIP 18 148,000 19 20 Where: 21 L=testing allowance(make up water), gallons per hour 22 S—length of pipe tested, ft. 23 D=nominal diameter of pipe, in. 24 P=average test pressure during the hydrostatic test,psi 25 b. For any pipeline that fails to pass hydrostatic test: 26 1) Identify the cause 27 2) Repair the leak 28 3) Restore the trench and surface 29 4) Retest 30 c. All costs associated with repairing the pipeline to pass the hydrostatic test is the 31 sole responsibility of the Contractor and included in the price per linear foot of 32 pipe. 33 d. If the City determines that an existing system valve is responsible for the 34 hydrostatic test to fail,the Contractor shall make provisions to test the pipeline 35 without the use of the system valve. 36 e. There shall be no additional payment to the Contractor if the existing valve is 37 unable to sustain the hydrostatic test and shall be included in the price per linear 38 foot of pipe. 39 F. Disinfection 40 1, General 41 a. Disinfection of the main shall be accomplished by the"continuous feed" 42 method or the"slug"method as determined by the Contractor. 43 b. The free chlorine amounts shown are minimums. The Contractor may require 44 higher rates. 45 1) Calcium hypochlorite granules shall be used as the source of chlorine. 46 c. Continuous Feed Method 47 1) Apply water at a constant rate in the newly laid main. 48 a) Use the existing distribution system or other approved source of 49 supply. CITY OF FORT WORTH FY 16-CIq SPREPA'REPAIR ANI)RECON.PROGRAM AND NEAR SOUTH SIDE MPU.U15'I'.1Y&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revisers February 6,2013 330440-6 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 6 of8 1 2) At a point not more than 10 feet downstream from the beginning of the new 2 main, water entering the new main shall receive a dose of chlorine. 3 a) Free chlorine concentration: 50 mg/L minimum, or as required by 4 TCEQ, whichever is greater. 5 b) Chlorine applications shall not cease until the entire conduit is filled 6 with heavily chlorinated water. 7 3) Retain chlorinated water in the main for at least 24 hours. 8 a) Operate valves and hydrants in the section treated in order to disinfect 9 the appurtenances. 10 b) Prevent the flow of chlorinated water into mains in active service. 11 c) Residual at the end of the 24-hour period: 10 mg/L free chlorine, 12 minimum, for the treated water in all portions of the main. 13 4) Flush the heavily chlorinated water from the main and dispose of in a 14 manner and at a location accepted by the City. 15 5) Test the chlorine residual prior to flushing operations. 16 a) If the chlorine residual exceeds 4 mg/L, the water shall remain in the 17 new main until the chlorine residual is less the 4 mg/L. 18 b) The Contractor may choose to evacuate the water into water trucks, or 19 other approved storage facility, and treat the water with Sodium 20 Bisulfate, or another de-chlorination chemical, or method appropriate 21 for potable water and approved by the City until the chlorine residual is 22 reduced to 4 mg/L or less. 23 c) After the specified chlorine residual is obtained, the water may then he 24 discharged into the drainage system or utilized by the Contractor. 25 d. Slug Method 26 1) Water from the existing distribution system or other approved source of 27 supply shall be made to flow at a constant rate in the newly laid main. 28 2) At a point not more than 10 feet downstream from the beginning of the new 29 main, water entering the new main shall receive a dose of chlorine. 30 a) Free chlorine concentration: 100 mg/L minimum, or as required by 31 TCEQ,whichever is greater. 32 b) The chlorine shall be applied continuously and for a sufficient time to 33 develop a solid column or"slug"of chlorinated water that shall expose 34 all interior surfaces to the"slug"for at least 3 hours. 35 3) Operate the fittings and valves as the chlorinated water flows past to 36 disinfect the appurtenances. 37 4) Prevent the flow of chlorinated water into mains in active service. 38 5) Flush the heavily chlorinated water from the main and dispose of in a 39 manner and at a location accepted by the City. 40 6) Upon completion, test the chlorine residual remaining in the main. 41 a) Chlorine levels of 4 mg/1 or less should be maintained. 42 2. Contractor Requirements 43 a. Furnish all equipment, material and labor to satisfactorily prepare the main for 44 the disinfection method approved by the City with adequate provisions for 45 sampling. 46 b. Make all necessary taps into the main to accomplish chlorination of a new line, 47 unless otherwise specified in the Contract Documents. CITY OF FORT WORTH rv16.CI)9 SrRV.' rRF:rAIR ANr)RECON.PROGRAM ANO NISAR SDU'1'H SII)I'.MHI UI$I'.W&SS MAA IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 6,2013 02387&02445 330440-7 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 7 of 8 I 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 necessary 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 e. 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 rvi6-c1Y99fRHrrRVXAIR AND RHCOMPRO09 AM ANI)NHARSOU HSIDEMEI).DISI'.W&SS MAIN IMI'ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 6,2013 330440-8 CLEANING AND ACCEPTANCE TESTING OF WATER MAINS Page 8 of 8 1 a. Unsatisfactory test results require a repeat of the disinfection process and re- t 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 3.10.E,1,e.-Added service lines to hydrostatic testing requirements 2/6/2013 D Townsend 1.3.A.2.d Added AWWA 0655 Field De-Chlorination as reference 3.10.G—Added De-Chlorination Requirement 9 CITY OF FORT WORTH FY16•0)9S'I'RF. raF1'AIRANI)RI:CON.PROGRAMANI)NEARSOU'MSII)F.MF;1),I71$'I'.1V@S$MAINIMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 6,2013 330510-1 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 1 of2o 1 SECTION 33 05 10 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. None. 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 02 41 13—Selective Site Demolition 31 4. Section 02 41 15—Paving Removal 32 5, Section 02 41 14—Utility Removal/Abandonment 33 6, Section 03 30 00—Cast-in-place Concrete 34 7. Section 03 34 13—Controlled Low Strength Material (CLSM) 35 8. Section 31 10 00—Site Clearing 36 9. Section 31 25 00—Erosion and Sediment Control 37 10. Section 33 05 26—Utility Markers/Locators 38 11. Section 34 71 13—Traffic Control 39 1.2 PRICE AND PAYMENT PROCEDURES 40 A. Measurement and Payment CITY OF FORT WORTH IFY16-CD9SPRP.F.fI PAIR AND RFION.PROGRAM ANDWEARSOUTHSIIEME0.DISI:1V&SSMAINIMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2016 330510-2 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 2 of 20 1 1. Trench Excavation,Embedment and Backfill associated with the installation of an 2 underground utility or excavation 3 a. Measurement 4 1) This Item is considered subsidiary to the installation of the utility pipeline 5 as designated in the Drawings. 6 b. Payment 7 1) The work performed and the materials furnished in accordance with this 8 Item are considered subsidiary to the installation of the utility pipe for the 9 type of embedment and backfill as indicated on the plans. No other 10 compensation will be allowed. 11 2. Imported Embedment or Backfill 12 a. Measurement 13 1) Measured by the cubic yard as delivered to the site and recorded by truck 14 ticket provided to the City 15 b. Payment 16 1) Imported fill shall only be paid when using materials for embedment and 17 backfill other than those identified in the Drawings. The work performed 18 and materials furnished in accordance with pre-bid item and measured as 19 provided under"Measurement"will be paid for at the unit price bid per 20 cubic yard of"Imported Embedment/Backfill"delivered to the Site for: 21 a) Various embedment/backfill materials 22 c. The price bid shall include: 23 1) Furnishing backfill or embedment as specified by this Specification 24 2) Hauling to the site 25 3) Placement and compaction of backfill or embedment 26 3. Concrete Encasement for Utility Lines 27 a. Measurement 28 1) Measured by the cubic yard per plan quantity. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under"Measurement"will be paid for at the unit 32 price bid per cubic yard of"Concrete Encasement for Utility Lines"per 33 plan quantity. 34 c. The price bid shall include: 35 l) Furnishing,hauling,placing and finishing concrete in accordance with 36 Section 03 30 00 37 2) Clean-up 38 4, Ground Water Control 39 a. Measurement 40 1) Measurement shall be lump sum when a ground water control plan is 41 specifically required by the Contract Documents. 42 b. Payment 43 1) Payment shall be per the lump sum price bid for"Ground Water Control" 44 including: 45 a) Submittals 46 b) Additional Testing 47 c) Ground water control system installation 48 d) Ground water control system operations and maintenance 49 e) Disposal of water CITY OF FORT WORTH FV 6'CI)9 S'I'RETTRY.I'AIR AND RECON.PROORAM AND NEAR SOU'1'1 SIUF:MF.'1%OIS'I',W&S$MAIN IMP[ip%r. STANDARD CONSTRUCTION SPECIFICATION DOCUM FNTS 033&7&02445 Revised December 12,2016 3305]0-3 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 3 of 20 1 f) Removal of ground water control system 2 5. Trench Safety 3 a. Measurement 4 1) Measured per linear foot of excavation for all trenches that require trench 5 safety in accordance with OSHA excavation safety standards (29 CFR Part 6 1926 Subpart P Safety and Health regulations for Construction) - 7 b. Payment 8 1) The work performed and materials furnished in accordance with this Item 9 and measured as provided under"Measurement"will be paid for at the unit 10 price bid per linear foot of excavation to comply with OSHA excavation 11 safety standards(29 CFR Part 1926.650 Subpart P),including,but not 12 limited to,all submittals,labor and equipment. 13 1.3 REFERENCES 14 A. Definitions section are in accordance with Terminologies 15 1. General—Definitions used in this 16 ASTM F412 and ASTM D8 and Terminology ASTM D653,unless otherwise 17 noted. 18 2. Definitions for trench width, backfill, embedment, initial backfill,pipe zone, 19 haunching bedding, springline,pipe zone and foundation are defined as shown in 20 the following schematic: .!.:PAVED AREAS` UNPAVED AREAS J_ C) m i INITIAL BACKFILL SPRiNGLINE }f w • i :- Q. MUNCHING SFDDING FOUNDATION iN . r OD CLEARANCE EXAVA1E11 TRENCH WIDTH 21 CITY OF FORT WORTH FV IG-cm srRFm'REVAIK AND RECON,PKOGRAM AND NEAR SOU'T'H SIDr:MKII.DISI:N&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2M 33 05 io-4 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFIIL[, Page 4 Of 20 1 3. Deleterious materials—Harmful materials such as clay lumps, silts and organic 2 material 3 4. Excavated Trench Depth—Distance from the surface to the bottom of the bedding 4 or the trench foundation 5 5. Final Backfill Depth 6 a. Unpaved Areas—The depth of the final backfill measured from the top of the 7 initial backfill to the surface 8 b. Paved Areas—The depth of the final backfill measured from the top of the 9 initial backfill to bottom of permanent or temporary p y pavement repair 10 B. Reference Standards 11 1. Reference standards cited in this Specification refer to the current reference 12 standard 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 Standards: 15 a. ASTM C33-08 Standard Specifications for Concrete Aggregates 16 b. ASTM C88-05 Soundness of Aggregate by Use of Sodium Sulfate or 17 Magnesium Sulfate 18 c. ASTM 0136-01 Test Method for Sieve Analysis of Fine and Coarse Aggregate 19 d. ASTM D448-08 Standard Classification for Sizes of Aggregate for Road and 20 Bridge Construction. 21 e. ASTM C535-09 Standard Test Method for Resistance to Degradation of Large- 22 Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 23 f. ASTM D588—Standard Test method for Moisture-Density Relations of Soil- 24 Cement Mixture 25 g. ASTM D698-07 Test Method for Laboratory Compaction Characteristics of 26 Soil Using Stand Efforts(12,400 R-lb/ft3 600 Kn-m/M3)). 27 h. ASTM 1556 Standard Test Methods for Density and Unit Weight of Soils in 28 PIace by Sand Cone Method. 29 i. ASTM 2487— 10 Standard Classification of Soils for Engineering Purposes 30 (Unified Soil Classification System) 31 j. ASTM 2321-09 Underground Installation of Thermoplastic Pipe for Sewers 32 and Other Gravity-Flow Applications 33 k. ASTM D2922—Standard Test Methods for Density of Soils and Soil 34 Aggregate in Place by Nuclear Methods (Shallow Depth) 35 1. ASTM 3017 -Standard Test Method for Water Content of Soil and Rock in 36 place by Nuclear Methods(Shallow Depth) 37 in. ASTM D4254-Standard Test Method for Minimum Index Density and Unit 38 Weight of Soils and Calculations of Relative Density 39 3. OSHA 40 a. Occupational Safety and Health Administration CFR 29,Part 1926-Safety 41 Regulations for Construction, Subpart P -Excavations 42 1.4 ADMINISTRATIVE REQUIREMENTS 43 A. Coordination 44 1. Utility Company Notification 45 a. Notify area utility companies at least 48 hours in advance, excluding weekends 46 and holidays,before starting excavation. CITY OF FORT WORTH F Y 16-CI)9&ERER'P REPAIR AND RECON.PROOR AM AN D NEAR SOU'IYI$II)E ME.f).I)1$T.W&SS MAIN J MPROV. STANDARD CON STRUCi'ION SPECIFICATION DOC UMENTS Revised December 12,2016 02387&02445 330510-5 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 5 Of20 1 b. Request the location of buried lines and cables in the vicinity of the proposed 2 work. 3 B. Sequencing 4 1. Sequence work for each section of the pipe installed to complete the embedment 5 and backfill placement on the day the pipe foundation is complete. 6 2. Sequence work such that proctors are complete in accordance with ASTM D698 7 prior to commencement of construction activities. 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 construction. 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 12 A. Shop Drawings 13 1. Provide detailed drawings and explanation for ground water and surface water 14 control, if required. 15 2. Trench Safety Plan in accordance with Occupational Safety and Health 16 Administration CFR 29,Part 1926-Safety Regulations for Construction, Subpart P- 17 Excavations 18 3. Stockpiled excavation and/or backfill material 19 a. Provide a description of the storage of the excavated material only if the 20 Contract Documents do not allow storage of materials in the right-of-way of the 21 casement. 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 27 1. Within Existing Rights-of-Way(ROW) 28 a. Spoil, imported embedment and backfill materials may be stored within 29 existing ROW, easements or temporary construction easements,unless 30 specifically disallowed in the Contract Documents. 31 b. Do not block drainage ways, inlets or driveways. 32 c. Provide erosion control in accordance with Section 3125 00. 33 d. Store materials only in areas barricaded as provided in the traffic control plans. 34 e. In non-paved areas,do not store material on the root zone of any trees or in 35 landscaped areas. 36 2. Designated Storage Areas 37 a. If the Contract Documents do not allow the storage of spoils,embedment or 38 backfill materials within the ROW,easement or temporary construction 39 easement,then secure and maintain an adequate storage location. 40 b. Provide an affidavit that rights have been secured to store the materials on 41 private property. 42 c. Provide erosion control in accordance with Section 3125 00. CITY OF FORT WORTH rY16-CIW S{REF'1'REI'AIR AND RECON.PROGRAM AND NEAR SOVIH SII)E MEI).I)ISf.1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2016 330510-6 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 6 of 24 1 d. Do not block drainage ways. 2 C. Only materials used for 1 working day will be allowed to be stored in the work 3 zone, 4 B. Deliveries and haul-off-Coordinate all deliveries and haul-off. 5 1.11 FIELD [SITE] CONDITIONS 6 A. Existing Conditions 7 1. Any data which has been or may be provided on subsurface conditions is not 8 intended as a representation or warranty of accuracy or continuity between soils. It 9 is expressly understood that neither the City nor the Engineer will be responsible 10 for interpretations or conclusions drawn there from by the Contractor. 11 2. Data is made available for the convenience of the Contractor. 12 1.12 WARRANTY [NOT USED] 13 PART 2 - PRODUCTS 14 2.1 OWNER-FURNISHED IOR] OWNER-SUPPLIED PRODUCTS 15 2.2 MATERIALS 16 A. Materials 17 1. Utility Sand 18 a. Granular and free flowing 19 b. Generally meets or exceeds the limits on deleterious substances per Table 1 for 20 fine aggregate according to ASTM C 33 21 c. Reasonably free of organic material 22 d. Gradation. sand material consisting of durable particles, free of thin or 23 elongated pieces, lumps of clay, loam or vegetable matter and meets the 24 following gradation may be used for utility sand embedment/backfill, and 25 graded with following limits when tested in accordance with ASTM C136. 26 Sieve Size Percent Retained 1/11 0 %4" 0-5 #4 0-10 #16 0-20 #50 20-70 #100 60-90 4200 90-100 27 2. Crushed Rock 28 a. Durable crushed rock or recycled concrete 29 b. Meets the gradation of ASTM D448 size numbers 56, 57 or 67 30 c. May be unwashed 31 d. Free from significant silt clay or unsuitable materials 32 e. Percentage of wear not more than 40 percent per ASTM C131 or C535 33 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 34 sodium sulfate soundness per ASTM C88 CITY OF FORT WORTH FYIG-CI)<J SI'RFFT RrI'AIR ANI)RN.CON.PROGRAM ANI)NPAK SOU'T'H SIDE MrI).DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2016 330510-7 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Pagel Of 20 1 3. Fine Crushed Rock 2 a. Durable crushed rock 3 b. Meets the gradation of ASTM D448 size numbers 8 or 89 4 c. May be unwashed 5 d. Free from significant silt clay or unsuitable materials. 6 e. Have a percentage of wear not more than 40 percent per ASTM C 131 or C535 7 f. Not more than a 12 percent maximum loss when subjective to 5 cycles of 8 sodium sulfate soundness per ASTM C88 9 4. Ballast Stone 10 a. Stone ranging from 3 inches to 6 inches in greatest dimension. 11 b. May be unwashed 12 c. Free from significant silt clay or unsuitable materials 13 d. Percentage of wear not more than 40 percent per ASTM C131 or C535 14 e. Not more than a 12 percent maximum loss when subjected to 5 cycles of 15 sodium sulfate soundness per ASTM C88 16 5. Acceptable Backfill Material 17 a. In-situ or imported soils classified as CL, CH, SC or GC in accordance with 18 ASTM D2487 19 b. Free from deleterious materials,boulders over 6 inches in size and organics 20 c. Can be placed free from voids 21 d. Must have 20 percent passing the number 200 sieve 22 6. Blended Backfill Material 23 a. In-situ soils classified as SP, SM, GP or GM in accordance with ASTM D2487 24 b. Blended with in-situ or imported acceptable backfill material to meet the 25 requirements of an Acceptable Backfill Material 26 c. Free from deleterious materials,boulders over 6 inches in size and organics 27 d. Must have 20 percent passing the number 200 sieve 28 7. Unacceptable Backfill Material 29 a. In-situ soils classified as ML,MH,PT, OL or OH in accordance with ASTM 30 D2487 31 8. Select Fill 32 a. Classified as SC or CL in accordance with ASTM D2487 33 b. Liquid limit less than 35 34 c. Plasticity index between 8 and 20 35 9. Cement Stabilized Sand(CSS) 36 a. Sand 37 1) Shall be clean, durable sand meeting grading requirements for fine 38 aggregates of ASTM C33 and the following requirements: 39 a) Classified as SW,SP, or SM by the United Soil Classification System 40 of ASTM D2487 41 b) Deleterious materials 42 (1) Clay lumps, ASTM C142, less than 0.5 percent 43 (2) Lightweight pieces, ASTM C123, less than 5.0 percent 44 (3) Organic impurities, ASTM C40,color no darker than standard 45 color 46 (4) Plasticity index of 4 or less when tested in accordance with ASTM 47 D4318. 48 b. Minimum of 4 percent cement content of Type I/II portland cement CITY OF FORT WORTHFY16,C09 s'I'RF.V.f RFI'AIR AND RECON.PROOR AM ANO NEAR SOU'T'H SIDE MPD.DISI'.W&sS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2016 3305 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page$of 20 1 c. Water 2 1) Potable water, free of soils,acids, alkalis, organic matter or other 3 deleterious substances, meeting requirements of ASTM C94 4 d. Mix in a stationary pug mill, weigh-batch or continuous mixing plant. 5 e. Strength 6 1) 50 to 150 psi compressive strength at 2 days in accordance with ASTM 7 D1633, Method A 8 2) 200 to 250 psi compressive strength at 28 days in accordance with ASTM 9 D1633,Method A 10 3) The maximum compressive strength in 7 days shall be 400 psi. Backfill I I that exceeds the maximum compressive strength shall be removed by the 12 Contractor for no additional compensation. 13 f. Random samples of delivered product will be taken in the field at point of 14 delivery for each day of placement in the work area. Specimens will be 15 prepared in accordance with ASTM D1632. 16 10. Controlled Low Strength Material(CLSM) 17 a. Conform to Section 03 34 13 18 11. Trench Geotextile Fabric 19 a. Soils other than ML or OH in accordance with ASTM D2487 20 1) Needle punch, nonwoven geotextile composed of polypropylene fibers 21 2) Fibers shall retain their relative position 22 3) Inert to biological degradation 23 4) Resist naturally occurring chemicals 24 5) UV Resistant 25 6) Mirafi 140N by Tencate, or approved equal 26 b. Soils Classified as ML or ON in accordance with ASTM D2487 27 1) High-tenacity monofilament polypropylene woven yarn 28 2) Percent open area of 8 percent to 10 percent 29 3) Fibers shall retain their relative position 30 4) Inert to biological degradation 31 5) Resist naturally occurring chemicals 32 6) UV Resistant 33 7) Mirafi FW402 by Tencatc, or approved equal 34 12. Concrete Encasement 35 a. Conform to Section 03 30 00. 36 2.3 ACCESSORIES [NOT USED] 37 2.4 SOURCE QUALITY CONTROL [NOT USED] 38 PART 3 - EXECUTION 39 3.1 INSTALLERS [NOT USED] 40 3.2 EXAMINATION 41 A. Verification of Conditions 42 1. Review all known, identified or marked utilities, whether public or private,prior to 43 excavation. CITY OF FORT WORTH F Y 16•CI9 S'I'R FTA'REPAIN ANTI KECON.PROOR AM AND NEAR SOU'IE SIf7F:MEI).1)jS I.1Y&SS MAIN I MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 12,2016 02387&02445 330510-9 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 9 of 20 1 2. Locate and protect all known,identified and marked utilities or underground 2 facilities as excavation progresses. 3 3. Notify all utility owners within the project limits 48 hours prior to beginning 4 excavation. 5 4. The information and data shown in the Drawings with respect to utilities is 6 approximate and based on record information or on physical appurtenances 7 observed within the project limits. 8 5. Coordinate with the Owner(s)of underground facilities. 9 6. Immediately notify any utility owner of damages to underground facilities resulting 10 from construction activities. 11 7. Repair any damages resulting from the construction activities. 12 B. Notify the City immediately of any changed condition that impacts excavation and 13 installation of the proposed.utility. 14 3.3 PREPARATION 15 A. Protection of In-Place Conditions 16 1. Pavement 17 a. Conduct activities in such a way that does not damage existing pavement that is 18 designated to remain. 19 1) Where desired to move equipment not licensed for operation on public 20 roads or across pavement,provide means to protect the pavement from all 21 damage. 22 b. Repair or replace any pavement damaged due to the negligence of the 23 contractor outside the limits designated for pavement removal at no additional 24 cost to the City. 25 2. Drainage 26 a. Maintain positive drainage during construction and re-establish drainage for all 27 swales and culverts affected by construction. 28 3. Trees 29 a. When operating outside of existing ROW, stake permanent and temporary 30 construction easements. 31 b. Restrict all construction activities to the designated easements and ROW. 32 c. Flag and protect all trees designated to remain in accordance with Section 31 10 33 00. 34 d. Conduct excavation,embedment and backfill in a manner such that there is no 35 damage to the tree canopy. 36 e. Prune or trim tree limbs as specifically allowed by the Drawings or as 37 specifically allowed by the City. 38 1) Pruning or trimming may only be accomplished with equipments 39 specifically designed for tree pruning or trimming. 40 f. Remove trees specifically designated to be removed in the Drawings in 41 accordance with Section 31 10 00. 42 4. Above ground Structures 43 a. Protect all above ground structures adjacent to the construction. 44 b. Remove above ground structures designated for removal in the Drawings in 45 accordance with Section 02 41 13 46 5. Traffic CITY OF FORT WORTH FY16-C1y9SI'R h.FI'RF.PAIK AND RECON.1'ROORAM AND NHAK SOU'M SIDE MED.NIST.N&SS MAIN IMI-ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,20 16 3305 10-10 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 10 of 20 1 a. Maintain existing traffic,except as modified by the traffic control plan, and in 2 accordance with Section 34 71 13. 3 b. Do not block access to driveways or alleys for extended periods of time unless: 4 1) Alternative access has been provided 5 2) Proper notification has been provided to the property owner or resident 6 3) It is specifically allowed in the traffic control plan 7 c. Use traffic rated plates to maintain access until access is restored. 8 6. Traffic Signal—Poles,Mast Arms,Pull boxes, Detector loops 9 a. Notify the City's Traffic Services Division a minimum of 48 hours prior to any 10 excavation that could impact the operations of an existing traffic signal. 11 b. Protect all traffic signal poles,mast arms,pull boxes, traffic cabinets, conduit 12 and detector loops. 13 c. Immediately notify the City's Traffic Services Division if any damage occurs to 14 any component of the traffic signal due to the contractors activities. 15 d. Repair any damage to the traffic signal poles,mast arms,pull boxes, traffic 16 cabinets, conduit and detector loops as a result of the construction activities. 17 7. Fences 18 a. Protect all fences designated to remain. 19 b. Leave fence in the equal or better condition as prior to construction. 20 3.4 INSTALLATION 21 A. Excavation 22 1. Excavate to a depth indicated on the Drawings. 23 2. Trench excavations are defined as unclassified. No additional payment shall be 24 granted for rock or other in-situ materials encountered in the trench. 25 3. Excavate to a width sufficient for laying the pipe in accordance with the Drawings 26 and bracing in accordance with the Excavation Safety Plan. 27 4. The bottom of the excavation shall be firm and free from standing water. 28 a. Notify the City immediately if the water and/or the in-situ soils do not provide 29 for a firm trench bottom. 30 b. The City will determine if any changes are required in thepipe foundation or 31 bedding. 32 5. Unless otherwise permitted by the Drawings or by the City, the limits of the 33 excavation shall not advance beyond the pipe placement so that the trench may be 34 backfilled in the same day. 35 6. Over Excavation 36 a. Fill over excavated areas with the specified bedding material as specified for 37 the specific pipe to be installed. 38 b. No additional payment will be made for over excavation or additional bedding 39 material. 40 7. Unacceptable Backfill Materials 41 a. In-situ soils classified as unacceptable backfill material shall be separated from 42 acceptable backfill materials. 43 b. If the unacceptable backfill material is to be blended in accordance with this 44 Specification, then store material in a suitable location until the material is 45 blended. 46 c. Remove all unacceptable material from the project site that is not intended to be 47 blended or modified. CITY OF FORT WORTH F Y 16•CI9 S'I'N EET REPAIR AND N KOW PHOOR AM.IND NEAR'SOUTH SI[)I'.MF e.DIS"I'.W$55 MA EN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 03387&02445 Revised December 12,2016 3305 10-11 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 11 of 20 1 8. Rock—No additional compensation will be paid for rock excavation or other 2 changed field conditions. 3 B. Shoring, Sheeting and Bracing 4 1. Engage a Licensed Professional Engineer in the State of Texas to design a site 5 specific excavation safety system in accordance with Federal and State 6 requirements. 7 2. Excavation protection systems shall be designed according to the space limitations 8 as indicated in the Drawings. 9 3. Furnish,put in place and maintain a trench safety system in accordance with the 10 Excavation Safety Plan and required by Federal, State or local safety requirements. 11 4. If soil or water conditions are encountered that are not addressed by the current 12 Excavation Safety Plan, engage a Licensed Professional Engineer in the State of 13 Texas to modify the Excavation Safety Plan and provide a revised submittal to the 14 City. 15 5. Do not allow soil,or water containing soil, to migrate through the Excavation 16 Safety System in sufficient quantities to adversely affect the suitability of the 17 Excavation Protection System. Movable bracing, shoring plates or trench boxes 18 used to support the sides of the trench excavation shall not: 19 a. Disturb the embedment located in the pipe zone or lower 20 b. Alter the pipe's line and grade after the Excavation Protection System is 21 removed 22 c. Compromise the compaction of the embedment located below the spring line of 23 the pipe and in the haunching 24 C. Water Control 25 1. Surface Water 26 a. Furnish all materials and equipment and perform all incidental work required to 27 direct surface water away from the excavation. 28 2. Ground Water 29 a. Furnish all materials and equipment to dewater ground water by a method 30 which preserves the undisturbed state of the subgrade soils. 31 b. Do not allow the pipe to be submerged within 24 hours after placement. 32 c. Do not allow water to flow over concrete until it has sufficiently cured. 33 d. Engage a Licensed Engineer in the State of Texas to prepare a Ground Water 34 Control Plan if any of the following conditions are encountered: 35 1) A Ground Water Control Plan is specifically required by the Contract 36 Documents 37 2) If in the sole judgment of the City, ground water is so severe that an 38 Engineered Ground Water Control Plan is required to protect the trench or 39 the installation of the pipe which may include: 40 a) Ground water levels in the trench are unable to be maintained below 41 the top of the bedding 42 b) A firm trench bottom cannot be maintained due to ground water 43 c) Ground water entering the excavation undermines the stability of the 44 excavation. 45 d) Ground water entering the excavation is transporting unacceptable 46 quantities of soils through the Excavation Safety System. CITY OF FORT WORTH FYI6-C[)9 STREK f REPAIR AMC)RECON.PROGRAM AND NEAR SOUTH SIDE MED.DISI.%V&S5 MAIN IMV9IJV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2016 330510-12 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 12 of 20 1 e. In the event that there is no bid item for a Ground Water Control and the City 2 requires an Engineered Ground Water Control Plan due to conditions 3 discovered at the site, the contractor will be eligible to submit a change order. 4 f. Control of ground water shall be considered subsidiary to the excavation when: 5 1) No Ground Water Control Plan is specifically identified and required in the 6 Contract Documents 7 g. Ground Water Control Plan installation, operation and maintenance 8 1) Furnish all materials and equipment necessary to implement, operate and 9 maintain the Ground Water Control Plan. 10 2) Once the excavation is complete, remove all ground water control 11 equipment not called to be incorporated into the work. 12 h. Water Disposal 13 1) Dispose of ground water in accordance with City policy or Ordinance. 14 2) Do not discharge ground water onto or across private property without 15 written permission. 16 3) Permission from the City is required prior to disposal into the Sanitary 17 Sewer. 18 4) Disposal shall not violate any Federal, State or local regulations. 19 D. Embedment and Pipe Placement 20 1, Water Lines less than, or equal to, 12 inches in diameter: 21 a. The entire embedment zone shall be of uniform material. 22 b. Utility sand shall be generally used for embedment. 23 c. If ground water is in sufficient quantity to cause sand to pump, then use 24 crushed rock as embedment. 25 1) If crushed rock is not specifically identified in the Contract Documents, 26 then crushed rock shall be paid by the pre-bid unit price. 27 d. Place evenly spread bedding material on a firm trench bottom. 28 e. Provide firm, uniform bedding. 29 f. Place pipe on the bedding in accordance with the alignment of the Drawings. 30 g. In no case shall the top of the pipe be less than 42 inches from the surface of the 31 proposed grade,unless specifically called for in the Drawings. 32 h. Place embedment, including initial backfill, to a minimum of 6 inches, but not 33 more than 12 inches, above the pipe. 34 i. Where gate valves are present, the initial backfill shall extend to 6 inches above 35 the elevation of the valve nut. 36 j. Form all blocking against undisturbed trench wall to the dimensions in the 37 Drawings. 38 k. Compact embedment and initial backfill. 39 1. Place marker tape on top of the initial trench backfill in accordance with 40 Section 33 45 26. 41 2. Water Lines 16-inches through 24-inches in diameter: 42 a. The entire embedment zone shall be of uniform material. 43 b. Utility sand maybe used for embedment when the excavated trench depth is 44 less than 15 feet deep. 45 c. Crushed rock or fine crushed rock shall be used for embedment for excavated 46 trench depths 15 feet, or greater. 47 d. Crushed rock shall be used for embedment for steel pipe. 48 e. Provide trench geotextile fabric at any location where crushed rock or fine 49 crushed rock come into contact with utility sand CITY OF FORT WORTH eYI6 .c[)9STRYTTREPAIRANDRr)CON TOOKAMANDn AR SOUTH slur:MFA).1)18rr.w&SSMAIN i"PRov. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02367&02445 Revised December 12,2016 3305 10-13 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 13 of 20 1 f. Place evenly spread bedding material on a firm trench bottom. 2 g. Provide firm,uniform bedding. 3 1) Additional bedding maybe required if groundwater is present in the 4 trench. 5 2) If additional crushed rock is required not specifically identified in the 6 Contract Documents,then crushed rock shall be paid by the pre-bid unit 7 price. 8 h. Place pipe on the bedding according to the alignment shown on the Drawings. 9 i. The pipe line shall be within: 10 1) ±3 inches of the elevation on the Drawings for 16-inch and 24-inch water 11 lines 12 j. Place and compact embedment material to adequately support haunches in 13 accordance with the pipe manufacturer's recommendations. 14 k. Place remaining embedment including initial backfill to a minimum of 6 inches, 15 but not more than 12 inches, above the pipe. 16 1. Where gate valves are present, the initial backfill shall extend to up to the valve 17 nut. 18 m. Compact the embedment and initial backfill to 95 percent Standard Proctor 19 ASTM D 698. 20 n. Density test may be performed by City to verify that the compaction of 21 embedment meets requirements. 22 o. Place trench geotextile fabric on top of the initial backfill. 23 p. Place marker tape on top of the trench geotextile fabric in accordance with 24 Section 33 05 26. 25 3. Water Lines 30-inches and greater in diameter 26 a. The entire embedment zone shall be of uniform material. 27 b. Crushed rock shall be used for embedment. 28 c. Provide trench geotextile fabric at any location where crushed rock or fine 29 crushed rock come into contact with utility sand. 30 d. Place evenly spread bedding material on a firm trench bottom. 31 e. Provide firm,uniform bedding. 32 1) Additional bedding may be required if ground water is present in the 33 trench. 34 2) If additional crushed rock is required which is not specifically identified in 35 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 36 price. 37 f. Place pipe on the bedding according to the alignment shown on the Drawings. 38 g. The pipe line shall be within: 39 1) fl inch of the elevation on the Drawings for 30-inch and larger water lines 40 h. Place and compact embedment material to adequately support haunches in 41 accordance with the pipe manufacturer's recommendations. 42 i. For steel pipe greater than 30 inches in diameter, the initial embedment lift shall 43 not exceed the spring line prior to compaction. 44 j. Place remaining embedment, including initial backfill, to a minimum of 6 45 inches,but not more than 12 inches, above the pipe. 46 k. Where gate valves are present, the initial backfill shall extend to up to the valve 47 nut. 48 1. Compact the embedment and initial backfill to 95 percent Standard Proctor 49 ASTM D 698. CITY OF FORT WORTH FY16.039$FREE:f REPAIR AND RECON.PROGRAM ANI)NEAR SWIM SIDE MFI)_DIST.WASS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2016 3305 10-14 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 14 of 20 1 m. Density test maybe performed by City to verify that the compaction of 2 embedment meets requirements. 3 n. Place trench geotextile fabric on top of the initial backfill. 4 o. Place marker tape on top of the trench geotextile fabric in accordance with 5 Section 33 05 26. 6 4. Sanitary Sewer Lines and Storm Sewer Lines(HDPE) 7 a. The entire embedment zone shall be of uniform material. 8 b. Crushed rock shall be used for embedment. 9 e. Place evenly spread bedding material on a firm trench bottom. 10 d. Spread bedding so that lines and grades are maintained and that there are no 11 sags in the sanitary sewer pipe line. 12 e. Provide firm,uniform bedding. 13 1) Additional bedding may be required if ground water is present in the 14 trench. 15 2) If additional crushed rock is required which is not specifically identified in 16 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 17 price. 18 f. Place pipe on the bedding according to the alignment shown in the Drawings. 19 g. The pipe line shall be within=�0.I inches of the elevation, and be consistent 20 with the grade shown on the Drawings. 21 h. Place and compact embedment material to adequately support haunches in 22 accordance with the pipe manufacturer's recommendations. 23 i. For sewer lines greater than 30 inches in diameter, the embedment lift shall not 24 exceed the spring line prior to compaction. 25 j. Place remaining embedment including initial backfill to a minimum of 6 inches, 26 but not more than 12 inches, above the pipe. 27 k. Compact the embedment and initial backfill to 95 percent Standard Proctor 28 ASTM D 698. 29 1. Density test may be performed by City to verify that the compaction of 30 embedment meets requirements. 31 m. Place trench geotextile fabric on top of the initial backfill. 32 n. Place marker tape on top of the trench geotextile fabric in accordance with 33 Section 33 05 26, 34 5. Storm Sewer(RCP) 35 a. The bedding and the pipe zone up to the spring line shall be of uniform 36 material. 37 b. Crushed rock shall be used for embedment up to the spring line. 38 c. The specified backfill material may be used above the spring line, 39 d. Place evenly spread bedding material on a firm trench bottom. 40 e. Spread bedding so that lines and grades are maintained and that there are no 41 sags in the storm sewer pipe line. 42 f. Provide firm, uniform bedding. 43 1) Additional bedding may be required if ground water is present in the 44 trench. 45 2) If additional crushed rock is required which is not specifically identified in 46 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 47 price. 48 g. Place pipe on the bedding according to the alignment of the Drawings. CITY OF FORT WORTH F'YIGdIN 9I KFF:f REPAIR ANN RP"N.I'ROGR AM ANTI NEAR SOUTH S1111i MFII.DIST.w&.SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2016 3305 10-15 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 15 of20 1 h. The pipe line shall be within 10.1 inches of the elevation,and be consistent 2 with the grade, shown on the Drawings. 3 i. Place embedment material up to the spring line. 4 1) Place embedment to ensure that adequate support is obtained in the haunch. 5 j. Compact the embedment and initial backfill to 95 percent Standard Proctor 6 ASTM D 698. 7 k. Density test may be performed by City to verify that the compaction of g embedment meets requirements. 9 1. Place trench geotextile fabric on top of pipe and crushed rock. 10 6. Storm Sewer Reinforced Concrete Box 11 a. Crushed rock shalt be used for bedding. 12 b. The pipe zone and the initial backfill shall be: 13 1) Crushed rock, or 14 2) Acceptable backfill material compacted to 95 percent Standard Proctor 15 density 16 c. Place evenly spread compacted bedding material on a firm trench bottom. 17 d. Spread bedding so that lines and grades are maintained and that there are no 18 sags in the storm sewer pipe line. 19 e. Provide firm,uniform bedding. 20 1) Additional bedding may be required if ground water is present in the 21 trench. 22 2) If additional crushed rock is required which is not specifically identified in 23 the Contract Documents,then crushed rock shall be paid by the pre-bid unit 24 price. 25 E Fill the annular space between multiple boxes with crushed rock, CLSM 26 according to 03 34 13. 27 g. Place pipe on the bedding according to the alignment of the Drawings. 28 h. The pipe shall be within+0.1 inches of the elevation, and be consistent with the 29 grade, shown on the Drawings. 30 i. Compact the embedment initial backfill to 95 percent Standard Proctor ASTM 31 D698. 32 7. Water Services(Less than 2 Inches in Diameter) 33 a. The entire embedment zone shall be of uniform material. 34 b. Utility sand shall be generally used for embedment. 35 c. Place evenly spread bedding material on a firm trench bottom. 36 d. Provide firm,uniform bedding. 37 e. Place pipe on the bedding according to the alignment of the Pians. 38 f. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 39 8. Sanitary Sewer Services 40 a. The entire embedment zone shall be of uniform material. 41 b. Crushed rock shall be used for embedment. 42 c. Place evenly spread bedding material on a firm trench bottom. 43 d. Spread bedding so that lines and grades are maintained and that there are no 44 sags in the sanitary sewer pipe line. 45 e. Provide firm,uniform bedding. 46 1) Additional bedding maybe required if groundwater is present in the 47 trench. CITY OF FORT WORTH FY16-CD9 SI'KErI'REPAIK AND RECON,PROGRAM ANI)NEAR SODTH 5111E MED.I)IS'1.)Y&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2016 3305 10-16 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 16 of 20 1 2) If additional crushed rock is required which is not specifically identified in 2 the Contract Documents, then crushed rock shall be paid by the pre-bid unit 3 price. 4 f. Place pipe on the bedding according to the alignment of the Drawings. 5 g. Place remaining embedment, including initial backfill,to a minimum of 6 inches,but not more than 12 inches, above the pipe. 7 h. Compact the initial backfill to 95 percent Standard Proctor ASTM D698. 8 i. Density test may be required to verify that the compaction meets the density 9 requirements. 10 E. Trench Backfill I 1 1. At a minimum,place backfill in such a manner that the required in-place density 12 and moisture content is obtained,and so that there will be no damage to the surface, 13 pavement or structures due to any trench settlement or trench movement. 14 a. Meeting the requirement herein does not relieve the responsibility to damages 15 associated with the Work. 16 2. Backfill Material 17 a. Final backfill depth less than 15 feet 18 1) Backfill with: 19 a) Acceptable backfill material 20 b) Blended backfill material, or 21 c) Select backfill material, CSS,or CLSM when specifically required 22 b. Final backfill depth 15 feet or greater: (under pavement or future pavement) 23 1) Backfill depth from 0 to 15 feet deep 24 a) Backfill with: 25 (1) Acceptable backfill material 26 (2) Blended backfill material, or 27 (3) Select backfill material, CSS,or CLSM when specifically required 28 2) Backfill depth from 15 feet and greater 29 a) Backfill with: 30 (1) Select Fill 31 (2) CSS, or 32 (3) CLSM when specifically required 33 c. Final backfill depth 15 feet or greater: not under pavement or future pavement) 34 1) Backfill with: 35 a) Acceptable backfill material,or 36 b) Blended backfill material 37 d. Backfill for service lines: 38 1) Backfill for water or sewer service lines shall be the same as the 39 requirement of the main that the service is connected to. 40 3. Required Compaction and Density 41 a. Final backfill(depths less than 15 feet) 42 1) Compact acceptable backfill material,blended backfill material or select 43 backfill to a minimum of 95 percent Standard Proctor per ASTM D698 at 44 moisture content within-2 to+5 percent of the optimum moisture. 45 2) CSS or CLSM requires no compaction. 46 b. Final backfill (depths 15 feet and greater/under existing or future pavement) 47 1) Compact select backfill to a minimum of 98 percent Standard Proctor per 48 ASTM D 698 at moisture content within-2 to+5 percent of the optimum 49 moisture. CITY OF FONT WORTH FY IGd'D9RF'1'AIR ANTI N RCON.I'ROORAY AND NFAR SOU'T'H.SIDE MI;D.DISI'.W&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2016 3305 10-17 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 17 of 20 1 2) CSS or CLSM requires no compaction. 2 c. Final backfill(depths 15 feet and greater/not under existing or future pavement) 3 1) Compact acceptable backfill material blended backfill material,or select 4 backfill to a minimum of 95 percent Standard Proctor per ASTM D 698 at 5 moisture content within-2 to+5 percent of the optimum moisture. 6 4. Saturated Soils 7 a. If in-situ soils consistently demonstrate that they are greater than 5 percent over 8 optimum moisture content, the soils are considered saturated. 9 b. Flooding the trench or water jetting is strictly prohibited. 10 c. If saturated soils are identified in the Drawings or Geotechnical Report in the 11 Appendix, Contractor shall proceed with Work following all backfill 12 procedures outlined in the Drawings for areas of soil saturation greater than 5 13 percent. 14 d. If saturated soils are encountered during Work but not identified in Drawings or 15 Geotechnical Report in the Appendix: 16 1) The Contractor shall: 17 a) Immediately notify the City. 18 b) Submit a Contract Claim for Extra Work associated with direction from 19 City. 20 2) The City shall: 21 a) Investigate soils and determine if Work can proceed in the identified 22 location. 23 b) Direct the Contractor of changed backfill procedures associated with 24 the saturated soils that may include: 25 (1) Importedbackfill 26 (2) A site specific backfill design 27 5. Placement of Backfill 28 a. Use only compaction equipment specifically designed for compaction of a 29 particular soil type and'within the space and depth limitation experienced in the 30 trench. 31 b. Flooding the trench or water setting is strictly prohibited. 32 c. Place in loose lifts not to exceed 12 inches. 33 d. Compact to specified densities. 34 e. Compact only on top of initial backfill,undisturbed trench or previously 35 compacted backfill. 36 £ Remove any loose materials due to the movement of any trench box or shoring 37 or due to sloughing of the trench wall. 38 g. Install appropriate tracking balls for water and sanitary sewer trenches in 39 accordance with Section 33 05 26. 40 6. Backfill Means and Methods Demonstration _ 41 a. Notify the City in writing with sufficient time for the City to obtain samples 42 and perform standard proctor test in accordance with ASTM D698. 43 b. The results of the standard proctor test must be received prior to beginning 44 excavation. 45 c. Upon commencing of backfill placement for the project the Contractor shall 46 demonstrate means and methods to obtain the required densities. 47 d. Demonstrate Means and Methods for compaction including: 48 1) Depth of lifts for backfill which shall not exceed 12 inches 49 2) Method of moisture control for excessively dry or wet backfill CITY OF FORT WORTH 4 Y16.009 S71WV.rrRKI'AIK AND RKCON.PROOK AM AND NKAN SOUTH SIDE MFA.DIST,1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2016 33 05 10-18 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 18 of 20 1 3) Placement and moving trench box, if used 2 4) Compaction techniques in an open trench 3 5) Compaction techniques around structure 4 e. Provide a testing trench box to provide access to the recently backfilled 5 material. 6 f. The City will provide a qualified testing lab full time during this period to 7 randomly test density and moisture continent. S 1) The testing lab will provide results as available on the job site. 9 7. Varying Ground Conditions 10 a. Notify the City of varying ground conditions and the need for additional I l proctors. 12 b. Request additional proctors when soil conditions change. 13 c. The City may acquire additional proctors at its discretion. 14 d. Significant changes in soil conditions will require an additional Meares and 15 Methods demonstration. 16 3.5 REPAIR [NOT USED] 17 3.6 RE-INSTALLATION [NOT USED] 18 3.7 FIELD QUALITY CONTROL 19 A. Field Tests and Inspections 20 1. Proctors 21 a. The City will perform Proctors in accordance with ASTM D698. 22 b. Test results will generally be available to within 4 calendar days and distributed 23 to: 24 1) Contractor 25 2) City Project Manager 26 3) City Inspector 27 4) Engineer 28 c. Notify the City if the characteristic of the soil changes. 29 d. City will perform new proctors for varying soils: 30 1) When indicated in the geotechnical investigation in the Appendix 31 2) If notified by the Contractor 32 3) At the convenience of the City 33 e. Trenches where different soil types are present at different depths, the proctors 34 shall be based on the mixture of those soils. 35 2. Density Testing of Backfill 36 a. Density Tests shall be in conformance with ASTM D2922. 37 b. Provide a testing trench protection for trench depths in excess of 5 feet. 38 c. Place, move and remove testing trench protection as necessary to facilitate all 39 test conducted by the City. 40 d. For final backfill depths less than 15 feet and trenches of any depth not under 41 existing or future pavement: 42 1) The City will perform density testing twice per working day when 43 backfilling operations are being conducted. 44 2) The testing lab shall take a minimum of 3 density tests of the current lift in 45 the available trench. 46 e. For final backfill depths 15 feet and greater deep and under existing or future 47 pavement: CITY OF FORT WORTH FVI�CI)9 S'i'REF;I'REI-AIR AND RECON.PROORAM AND NEAR SOU'1'N$II)r MF.1).DIST'.1V&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2016 3305 10-19 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 19 of 20 1 1) The City will perform density testing twice per working day when 2 backfilling operations are being conducted. 3 2) The testing tab shall take a minimum of 3 density tests of the current lift in 4 the available trench. 5 3) The testing lab will remain onsite sufficient time to test 2 additional lifts. 6 f. Make the excavation available for testing. 7 g. The City will determine the location of the test. g h. The City testing lab will provide results to Contractor and the City's Inspector 9 upon completion of the testing. 10 i. A formal report will be posted to the City's Buzzsaw site within 48 hours. 11 j. Test reports shall include: 12 l) Location of test by station number 13 2) Time and date of test 14 3) Depth of testing 15 4) Field moisture 16 5) Dry density 17 6) Proctor identifier 19 7) Percent Proctor Density 19 3. Density of Embedment 20 a. Storm sewer boxes that are embedded with acceptable backfill material, 21 blended backfill material,cement modified backfill material or select material 22 will follow the same testing procedure as backfill. 23 b. The City may test fine crushed rock or crushed rock embedment in accordance 24 with ASTM D2922 or ASTM 1556. 25 B. Non-Conforming Work 26 1. All non-conforming work shall be removed and replaced. 27 3.8 SYSTEM STARTUP [NOT USED] 28 3.9 ADJUSTING [NOT USED] 29 3.10 CLEANING[NOT USED] 30 3.11 CLOSEOUT ACTIVITIES [NOT USED] 31 3.12 PROTECTION [NOT USED] 32 3.13 MAINTENANCE [NOT USED] 33 3.14 ATTACHMENTS [NOT USED] 34 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2—Added Item for Concrete Encasement for Utility Tines 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. 3AE.2—Added requirements for backfill of service lines. 3 AE.5—Added language prohibiting flooding of trench CITY OF FORT WORTH FYI6-009 SI'RF.rVR I'AIR AND Rr.CON.PROGRAM ANF)WAR SOUTH SII E MED.I)IS'I'.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 12,2016 3305 10-20 UTILITY TRENCH EXCAVATION,EMBEDMENT,AND BACKFILL Page 20 of 20 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 CITY OF FORT WORTH }Y 16•CD9 SIR EE'I'RE;I'AIK AND RECON.PROOR AM AND NE:AK SOU'1'N SIDE MK[).1)1$'1',W&95 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02995 Revised December 12,2016 33 05 14-1 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Pagel of7 1 SECTION 33 05 14 2 ADJUSTING MANHOLES, INLETS,VALVE BOXES,AND OTHER STRUCTURES TO 3 GRADE 4 PART1 - GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Vertical adjustments to manholes, drop inlets,valve boxes, cathodic protection test 8 stations and other miscellaneous structures to a new grade 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 —General Requirements 15 3. Section 32 01 17—Permanent Asphalt paving Repair 16 4. Section 32 0129—Concrete Paving Repair 17 5. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 18 6, Section 33 05 13—Frame, Cover and Grade Rings 19 7. Section 33 39 10—Cast-in-Place Concrete Manholes 20 8. Section 33 39 20—Precast Concrete Manholes 21 9. Section 33 12 20—Resilient Seated(Wedge) Gate Valve 22 10. Section 33 12 21 —AWWA Rubber-Seated Butterfly Valve 23 11. Section 33 04 11 —Corrosion Control Test Station 24 12, Section 33 04 12—Magnesium Anode Cathodic Protection System 25 1.2 PRICE AND PAYMENT PROCEDURES 26 A. Measurement and Payment 27 1. Manhole—Minor Adjustment 28 a. Measurement 29 1) Measurement for this item shall be per each adjustment using only grade 30 rings or other minor adjustment devices to raise or lower a manhole to a 31 grade as specified on the Drawings. 32 b. Payment 33 1) The work performed and the materials furnished in accordance with this 34 item will be paid for at the unit price bid per each"Manhole Adjustment, 35 Minor"completed. 36 c. The price bid shall include: 37 1) Pavement removal 38 2) Excavation 39 3) Hauling 40 4) Disposal of excess material CITY OF FORT WORTH FY16-ciw SrRY.EI'RECAI2 AND RECON.PROGRAM AND NEAR SOUYH SIDE MEI).DISI.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 3305 14-2 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 2 of 7 1 5) Grade rings or other adjustment device 2 6) Reuse of the existing manhole frame and cover 3 7) Furnishing,placing and compaction of embedment and backfill 4 8) Concrete base material 5 9) Permanent asphalt patch or concrete paving repair,as required 6 10) Clean-up 7 2. Manhole-Major Adjustment 8 a. Measurement 9 1) Measurement for this Item shall be per each adjustment requiring structural 10 modifications to raise or lower a manhole to a grade as specified on the 11 Drawings. 12 b. Payment 13 l) The work performed and the materials furnished in accordance with this 14 Item will be paid for at the unit price bid per each"Manhole Adjustment, 15 Major"completed. 16 c. The price bid shall include: 17 1) Pavement removal 18 2) Excavation 19 3) Hauling 20 4) Disposal of excess material 21 5) Structural modifications, grade rings or other adjustment device 22 6) Reuse of the existing manhole frame and cover 23 7) Furnishing,placing and compaction of embedment and backfill 24 8) Concrete base material 25 9) Permanent asphalt patch or concrete paving repair,as required 26 10) Clean-up 27 3. Manhole-Major Adjustment with Frame and Cover 28 All existing 24"diameter Sanitary Sewer Rims within paving limits shall be 29 replaced with 30"diameter Sanitary Sewer Rims with concrete collar per City of 30 Fort Worth Standards. 31 a. Measurement 32 1) Measurement for this Item shall be per each adjustment requiring structural 33 modifications to raise or lower a manhole to a grade specified on the 34 Drawings or structural modifications for a manhole requiring a new frame 35 and cover, often for changes to cover diameter. 36 b. Payment 37 1) The work performed and the materials furnished in accordance with this 38 Item will be paid for at the unit price bid per each"Manhole Adjustment, 39 Major w/Cover"completed. 40 c. The price bid shall include: 41 1) Pavement removal 42 2) Excavation 43 3) Hauling 44 4) Disposal of excess material 45 5) Structural modifications,grade rings or other adjustment device 46 6) Frame and cover 47 7) Furnishing,placing and compaction of embedment and backfill 48 8) Concrete base material 49 9) Permanent asphalt patch or concrete paving repair, as required CITY OF FORT WORTH FY16-co9snzr.rgI!PAIHANDR[tCON.PROGRAMANDNFARSOUTHSIOY:Mn).DIST..W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 3305 14-3 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 3 of 7 1 10) Clean-up 2 4, Inlet 3 a. Measurement 4 1) Measurement for this Item shall be per each adjustment requiring structural 5 modifications to inlet to a grade specified on the Drawings. 6 b. Payment 7 1) The work performed and the materials furnished in accordance with this 8 Item will be paid for at the unit price bid per each"Inlet Adjustment" 9 completed. 10 c. The price bid shall include: 11 1) Pavement removal 12 2) Excavation 13 3) Hauling 14 4) Disposal of excess material 15 5) Structural modifications 16 6) Furnishing,placing and compaction of embedment and backfill 17 7) Concrete base material, as required 18 8) Surface restoration,permanent asphalt patch or concrete paving repair, as 19 required 20 9) Clean-up 21 5. Valve Box 22 a. Measurement 23 1) Measurement for this Item shall be per each adjustment to a grade specified 24 on the Drawings. 25 b. Payment 26 1) The work performed and the materials furnished in accordance with this 27 Item will be paid for at the unit price bid per each"Valve Box Adjustment" 28 completed. 29 c. The price bid shall include: 30 1) Pavement removal 31 2) Excavation 32 3) Hauling 33 4) Disposal of excess material 34 5) Adjustment device 35 6) Furnishing,placing and compaction of embedment and backfill 36 7) Concrete base material, as required 37 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 38 required 39 9) Clean-up 40 6, Cathodic Protection Test Station 41 a. Measurement 42 1) Measurement for this Item shall be per each adjustment to a grade specified 43 on the Drawings. 44 b. Payment 45 1) The work performed and the materials furnished in accordance with this 46 Item will be paid for at the unit price bid per each"Cathodic Protection 47 Test Station Adjustment"completed. 48 c. The price bid shall include: 49 1) Pavement removal CITY OF FORT WORTH FYIG-CIM SIREV I REPAIR AND RECON,PRWKAM ANI)NEAR 5011TH SIDE.MF0.DIS1:1Y&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 3305 14-4 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 4 of 7 1 2) Excavation 2 3) Hauling 3 4) Disposal of excess material 4 5) Adjustment device 5 6) Furnishing,placing and compaction of embedment and backfill 6 7) Concrete base material, as required 7 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 8 required 9 9) Clean-up 10 7. Fire Hydrant 11 a. Measurement 12 1) Measurement for this Item shall be per each adjustment requiring stern 13 extensions to meet a grade specified by the Drawings. 14 b. Payment 15 1) The work performed and the materials furnished in accordance with this 16 Item will be paid for at the unit price bid per each"Fire Hydrant Stem 17 Extension"completed. 18 c. The price bid shall include: 19 1) Pavement removal 20 2) Excavation 21 3) Hauling 22 4) Disposal of excess material 23 5) Adjustment materials 24 6) Furnishing,placing and compaction of embedment and backfill 25 7) Concrete base material, as required 26 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 27 required 28 9) Clean-up 29 8. Miscellaneous Structure 30 a. Measurement 31 1) Measurement for this item shall be per each adjustment requiring structural 32 modifications to said structure to a grade specified on the Drawings. 33 b. Payment 34 1) The work performed and the materials furnished in accordance with this 35 Item will be paid for at the unit price bid per each"Miscellaneous Structure 36 Adjustment"completed. 37 c. The price bid shall include: 38 1) Pavement removal 39 2) Excavation 40 3) Hauling 41 4) Disposal of excess material 42 5) Structural modifications 43 6) Furnishing,placing and compaction of embedment and backfill 44 7) Concrete base material 45 8) Permanent asphalt patch or concrete paving repair, as required 46 9) Clean-up 47 1.3 REFERENCES 48 A. Definitions CITY OF FORT WORTH FY IG.CU9$)BEET REPAIR ANI)N KCON.PROGRAM AN D N F.AR$OU"11i$II)Y.MK:[),DIST.W&$5 MAIN I W ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 330514-5 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 5 of 7 1 1. Minor Adjustment 2 a. Refers to a small elevation change performed on an existing manhole where the 3 existing frame and cover are reused. 4 2. Major Adjustment 5 a. Refers to a significant elevation change performed on an existing manhole 6 which requires structural modification or when a 24-inch ring is changed to a 7 30-inch ring. 8 B. Reference Standards 9 1. Reference standards cited in this Specification refer to the current reference 10 standard published at the time of the latest revision date logged at the end of this 11 Specification,unless a date is specifically cited. 12 2. Texas Commission on Environmental Quality(TCEQ): 13 a. Title 30,Part I,Chapter 217, Subchapter C,Rule 217.55—Manholes and 14 Related Structures. 15 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 16 1.5 SUBMITTALS [NOT USED] 17 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE [NOT USED] 21 1.10 DELIVERY,STORAGE, AND HANDLING[NOT USED] 22 1.11 FIELD [SITE] CONDITIONS [NOT USED] 23 1.12 WARRANTY [NOT USED] 24 PART 2 - PRODUCTS 25 2.1 OWNER-FURNISHED loR] OWNER-SUPPLIED PRODUCTS [NOT USED] 26 2.2 MATERIALS 27 A. Cast-in-Place Concrete 28 1. See Section 03 30 00. 29 B. Modifications to Existing Concrete Structures 30 1. See Section 03 80 00. 31 C. Grade Rings 32 1. See Section 33 05 13. 33 D. Frame and Cover 34 1, See Section 33 05 13. 35 E. Backfill material CITY OF FORT WORTH FYWCD9$'1'RKKF REPAIR AND RECON.PROGRAM ANTI NEAR SOUTH$IDE MED.1)1&1'.)V&S$MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 3305 14-6 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 6 of 7 1 1. See Section 33 05 10. 2 F. Water valve box extension 3 1. See Section 33 12 20. 4 G. Corrosion Protection Test Station 5 1. See Section 33 04 11. 6 ff. Cast-in-Place Concrete Manholes 7 1. See Section 33 39 10. 8 I. Precast Concrete Manholes 9 1. See Section 33 39 20. 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 15 A. Verification of Conditions 16 1. Examine existing structure to be adjusted,for damage or defects that may affect 17 grade adjustment. 18 a. Report issue to City for consideration before beginning adjustment. 19 3.3 PREPARATION 20 A. Grade Verification 21 1. On major adjustments confirm any grade change noted on Drawings is consistent 22 with field measurements. 23 a. If not, coordinate with City to verify final grade before beginning adjustment. 24 3.4 ADJUSTMENT 25 A. Manholes, Inlets, and Miscellaneous Structures 26 1. On any sanitary sewer adjustment replace 24-inch frame and cover assembly with 27 30-inch frame and cover assembly per TCEQ requirement. 28 2. On manhole major adjustments, inlets and miscellaneous structures protect the 29 bottom using wood forms shaped to fit so that no debris blocks the invert or the 30 inlet or outlet piping in during adjustments. 31 a. Do not use any more than a 2-piece bottom. 32 3. Use the least number of grade rings necessary to meet required grade. 33 a. For example, if a 1-foot adjustment is required, use 2 6-inch rings, not 6 2-inch 34 rings. 35 b. The maximum height of adjustment shall be no more than 12 inches for any 36 combination of grade rings. If 12 inches is required,use 3—4 inch rings. 37 B. Valve Boxes CITY OF FORT WORTH FV 16-C1)9 SIHF:F.'I'R EPAIR AND RECON.PROOR AM ANO NEAR SOUTH S11 IF.MFI),f)IST.%V&SS MAIN IMI'RO\1. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 330514-7 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 7 of 7 1 1. Utilize typical 3 piece adjustable valve box for adjusting to final grade as shown on 2 the Drawings. 3 C. Backfill and Grading 4 1. Backfill area of excavation surrounding each adjustment in accordance to Section 5 33 05 10. 6 D. Pavement Repair 7 1. If required pavement repair is to be performed in accordance with Section 32 01 17 8 or Section 32 01 29. 9 3.5 REPAIR/RESTORATION[NOT USED] 10 3.6 RE-INSTALLATION [NOT USED] 11 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 12 3.8 SYSTEM STARTUP [NOT USED] 13 3.9 ADJUSTING [NOT USED] 14 3.10 CLEANING [NOT USED] 15 3.11 CLOSEOUT ACTIVITIES [NOT USED] 16 3.12 PROTECTION [NOT USED] 17 3.13 MAINTENANCE [NOT USED] 18 3.14 ATTACHMENTS [NOT USED] 19 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A--Pay item added for a major manhole adjustment which reuses the existing frame and cover and a major adjustment requiring a new frame and cover;Added 12/20/2012 D.Johnson items to be included in price bids; Blue text added for clarification for miscellaneous structure adjustments 3.4—Pavement repair requirements were added 9/20/2017 W.Norwood 3.4.3 Eliminate 24 inch requirement for maximum chimney height adjustment. 3.4.4.b Add requirement for maximum height of grade rings to be 12 inches or 3-4 inch rings 20 CITY OF FORT WORTH FY16-Q09SrREP.rit PPAIR AND RECON,PROOKAM ANI)WAR SOU'T'H S11W MED.I)IS'I.%V&S$MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 330530-I LOCATION OF EXISTING UTILITIES Page I of4 1 SECTION 33 05 30 2 LOCATION OF EXISTING UTILITIES 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Locating and verifying the location and elevation of the existing underground 7 utilities that may conflict with a facility proposed for construction by use of: 8 a. Exploratory Excavation 9 b. Vacuum Excavation 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 14 Contract 15 2. Division 1 —General Requirements 16 3. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Exploratory Excavation of Existing Utilities 20 a. Measurement 21 1) Measurement for this Item shall be per each excavation performed as 22 identified in the Drawings, or as directed. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item 25 and measured as provided under"Measurement"will be paid for at the unit 26 price bid per each"Exploratory Excavation for Existing Utilities"specified. 27 c. The price bid shall include: 28 l) Grade,survey 29 2) Pavement removal 30 3) Excavation 31 4) Utility Location 32 5) Hauling 33 6) Disposal of excess material 34 7) Furnishing,placing and compaction of embedment 35 8) Furnishing,placing and compaction of backfill 36 9) Clean-up 37 10) Surface restoration 38 2. Vacuum Excavation of Existing Utilities 39 a. Measurement 40 1) Measurement for this Item shall be per each excavation performed as 41 identified in the Drawings, or as directed. 42 b. Payment CITY OF FORT WORTH I V16•CW TIREETRKPAIR AND RECON.PROURAM AND NEAR SOUTH SIDE MED.D15r.W&SS MAIN IMPROI'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 330530-2 LOCATION OF EXISTING UTILITIES Page 2 of 4 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"will be paid for at the unit 3 price bid per each"Vacuum Excavation"specified. 4 c. The price bid shall include: 5 1) Grade survey 6 2) Pavement removal 7 3) Vacuum Excavation g 4) Utility Location 9 5) Hauling 10 6) Disposal of excess material 11 7) furnishing,placing and compaction of embedment 12 8) Furnishing,placing and compaction of backfill 13 9) Clean-up 14 10) Surface restoration 15 1.3 REFERENCES 16 A. Definitions 17 1. Exploratory Excavation: Previously called"D-Hole"within the City,a method 18 used to locate existing underground utility as shown on the plans through the use of 19 standard excavation equipment. 20 2. Vacuum Excavation: Method used to locate existing underground utility as shown 21 on the plans through the use of geophysical prospecting equipment such as vacuum 22 excavation. 23 B. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard 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. American Society of Civil Engineers(ASCE) 28 a. ASCE Publication CI/ASCE 38 (Standard Guideline for the Collection and 29 Depiction of Existing Subsurface Utility Data) 30 1.4 ADMINISTRATIVE REQUIREMENTS 31 A. Coordination 32 1. Coordinate with City Inspector at least 48 hours prior to commencing on site for 33 Exploratory Excavation of Existing Utilities. 34 2. Coordinate location of all other existing utilities within vicinity of excavation prior 35 to commencing Exploratory Excavation. 36 3. Coordinate staking of Exploratory Excavations with City at least 1 week prior to 37 commencement. 38 B. Sequencing 39 1. Exploratory Excavations shall be conducted prior to the construction of the entire 40 project. 41 C. Scheduling 42 1. For critical utility locations, the City may choose to be present during excavation. 43 2. Alter schedule for Exploratory Excavation of Existing Utilities to accommodate 44 City personnel. CITY OF FORT WORTH I'Y16•CI)9S'I'RF, rREPAIR AN[)RECON.PROORAM ANI)NFAR SOU'lli SIDEMFI),DI&I'.W&$$MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 330530-3 LOCATION OF EXISTING UTILITIES Page 3 of4 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS 4 A. Report of Utility Location 5 L Horizontal location of utility as surveyed 6 2. Vertical elevation of utility as surveyed 7 a. Top of utility 8 b. Spring line of utility 9 c. Existing ground 10 3. Material type, diameter and description of the condition of existing utility 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE [NOT USED] 13 1 A 0 DELIVERY,STORAGE, AND HANDLING[NOT USED] 14 1A I FIELD [SITE] CONDITIONS [NOT USED] 15 1.12 WARRANTY[NOT USED] 16 PART 2- PRODUCTS tNOT USED] 17 PART 3- EXECUTION 18 3.1 INSTALLERS [NOT USED] 19 3.2 EXAMINATION 20 A. Verification of Conditions 21 1. Verify location of existing utilities in accordance with the General Requirements, 22 the General Notes and the Drawings. 23 3.3 PREPARATION 24 A. Coordinate with City Survey, if applicable. 25 3.4 INSTALLATION 26 A. Exploratory Excavation 27 1. Verify location of existing utility at location denoted on the Drawings, or as 28 directed by the City. 29 a. Expose utility to spring line, as necessary. 30 b. Excavate and Backfill Trench for the Exploratory Excavation in accordance 31 with Section 33 05 10. 32 B. Vacuum Excavation 33 1. Verify location of existing utility at location denoted on the Drawings, or as 34 directed by the City. CITY OF FORT WORTH FY36-CI 19 SIREN rK EPAIR AND NOCON.I-ROCRAM AND NEAR SOU'T'H SIDS MKI).DIST.W&SS MAIN IMPKOY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 03387 cg 02445 Revised December 20,2012 330530-4 LOCATION OF EXISTING UTILITIES Page 4 of4 1 2. Designate the horizontal position of the existing underground utilities that are to be 2 located using geophysical prospecting equipment. 3 a. Acquire record documentation from and coordinate with utility companies, as 4 necessary to locate utility. 5 3. Perform excavation in general accordance with the recommended practices and 6 procedures described in ASCE Publication CI/ASCE 38. 7 C. Upon completion of the utility locating, submit a report of the findings. 8 D. if location of utility is in conflict with the Drawings,notify the City Project Manager 9 for appropriate design modifications. 10 E. Place embedment and backfill in accordance with Section 33 05 10. I 1 F. Once necessary data is obtained, immediately restore surface to existing conditions to: 12 1. Obtain a safe and proper driving surface, if applicable 13 2. Ensure the safety of the general public 14 3. The satisfaction of the City 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 3.11 CLOSEOUT ACTIVITIES [NOT USED] 22 3.12 PROTECTION [NOT USED] 23 3.13 MAINTENANCE [NOT USED] 24 3.14 ATTACHMENTS [NOT USED] 25 END OF SECTION 26 Revision Log DATE NAME SUMMARY OF CHANGE Title-Exploratory Excavation of Utilities changed to Location of Existing Utilities 1.2—Added Measurement of Payment for Vacuum Excavation 12/20/2012 D.Johnson 1.3--Added Definitions 3.4—Added requirements for Vacuum Excavation 27 CITY OF FORT WORTH FY16-C[39$TREYI'REPAIR ANIS RWON.PROGRAM ANI)NEAR SOUTH SIDE;MEI)_DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02357&02445 Revised December 20,2012 3311 10-1 DUCTILE IRON PIPE Page 1 of i 3 1 SECTION 33 11 10 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 Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms, and Conditions of the 12 Contract 13 2. Division 1 —General Requirements 14 3. Section 33 01 31 —Closed Circuit Television(CCTV) Inspection 15 4. Section 33 04 10—Joint Bonding and Electrical Isolation 16 5. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains 17 6. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 18 7. Section 33 05 24—Installation of Carrier Pipe in Casing or Tunnel Liner Plate 19 8. Section 33 11 05—Bolts,Nuts,and Gaskets 20 9. Section 33 11 11 —Ductile Iron Fittings 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Ductile Iron Pipe 24 a. Measurement 25 1) Measured horizontally along the surface from center line to center line of 26 the fitting, manhole, or appurtenance 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under"Measurement"will be paid for at the unit 30 price bid per linear foot for"DIP"installed for: 31 a) Various sizes 32 b) Various types of backfill 33 c) Various linings 34 d) Various Depths, for miscellaneous sewer projects only 35 e) Various restraints 36 f) Various uses 37 c. The price bid shall include: 38 1) Furnishing and installing Ductile Iron Pipe with joints as specified by the 39 Drawings 40 2) Mobilization CITY OF FORT WORTH EY 16•CG9 S'I KFET REPAIR AND RECUN.PROGRAM ANI I NEAR SOUTH$II)F.MEI).INV.NUS$MAIN I MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 03387&02445 Revised December 20,2012 3311 10-2 DUCTILE IRON PIPE Page 2 of 13 1 3) Polyethylene encasement 2 4) Lining 3 5) Pavement removal 4 6) Excavation 5 7) Hauling 6 8) Disposal of excess material 7 9) Furnishing,placement and compaction of embedment 8 10) Furnishing,placement and compaction of backfill 9 11) Trench water stops 10 12)Thrust restraint, if required in Contract Documents 11 13) Bolts and nuts 12 14) Gaskets 13 15) Cleanup 14 16) Cleaning 15 17) Disinfection 16 18) Testing 17 1.3 REFERENCES 18 A. Definitions 19 1. Gland or Follower Gland 20 a. Non-restrained,mechanical joint fitting 21 2, Retainer Gland 22 a. Mechanically restrained mechanical joint fitting 23 B. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard 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. American Association of State Highway and Transportation Officials(AASHTO). 28 3. American Society of Mechanical Engineers(ASME): 29 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings(Classes 25, 125 and 250). 30 4. ASTM International(ASTM): 31 a. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting for 32 High Temperature or High Pressure Service and Other Special Purpose 33 Applications 34 b. A194, Specification for Carbon and Alloy Steel Nuts for Bolts far High 35 Pressure or High Temperature Service, or Both 36 c. A242, Standard Specification for High-Strength Low-Alloy Structural Steel. 37 d. A307, Standard Specification for Carbon Steel Bolts and Studs, 60,000 psi 38 Tensile Strength. 39 e. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 40 Water or Other Liquids. 41 f. B117, Standard Practice for Operating Salt Spray(Fog) Apparatus. 42 g. B633, Standard Specification for Electrodeposited Coatings of Zinc on Iron and 43 Steel. 44 5. American Water Works Association(AWWA): 45 a. C203,Coal-Tar Protective Coatings and Linings for Steel Water Pipelines - 46 Enamel and Tape-Not Applied. CITY OF FORT WORTH FY 16.CIM SIRERP R NPAIR AND RECON,PROORAM ANI)NEAR SOUTH SIDE MND.DIST W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 11 10-3 DUCTILE IRON PIPE Page 3 of 13 1 b. C600, Installation of Ductile-Iron Water Mains and.their Appurtenances. 2 c. M41,Ductile-Iron Pipe and Fittings. 3 6. American Water Works Association/American National Standards Institute 4 (AWWA/ANSI): 5 a. C104/A21.4, Cement—Mortar Lining for Ductile-Iron Pipe and Fittings. 6 b. C105/A21.5,Polyethylene Encasement for Ductile-Iron Pipe Systems. 7 c. CI I I/A21.11,Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. 8 d. C 115/A21.15,Flanged Ductile-Iron Pipe with Ductile-Iron or Gray-Iron 9 Threaded Flanges. 10 e. C150/A21.50,Thickness Design of Ductile-Iron Pipe. 1 I f. C151/A21.51,Ductile-Iron Pipe, Centrifugally Cast, for Water. 12 g. C600, Installation of Ductile-Iron Water Mains and their Appurtenances 13 7. NSF International (NSF): 14 a. 61,Drinking Water System Components-Health Effects. 15 8. Society for Protective Coatings (SSPC): 16 a. PA 2,Measurement of Dry Coating Thickness with Magnetic Gages. 17 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 18 1.5 SUBMITTALS 19 A. Submittals shall be in accordance with Section 01 33 00. 20 B. All Submittals shall be approved by the City prior to delivery and/or fabrication for 21 specials. 22 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 23 A. Product Data 24 1. Interior lining 25 a. If it is other than cement mortar lining in accordance with AWWA/ANSI 26 C104/A21.4, including: 27 1) Material 28 2) Application recommendations 29 3) Field touch-up procedures 30 2. Thrust Restraint 31 a. Retainer glands,thrust harnesses or any other means 32 3. Gaskets 33 a. If hydrocarbon or other special gaskets are required 34 B. Shop Drawings—Furnish for Ductile iron Pipe used in the water distribution system or 35 for a wastewater force main for 24-inch and greater diameters,including: 36 1. Wall thickness design calculations sealed by a Licensed Professional Engineer in 37 Texas including: 38 a. Working pressure 39 b. Surge pressure 40 c. Deflection 41 2. Provide thrust restraint calculations for all fittings and valves, sealed by a Licensed 42 Professional Engineer in Texas, to verify the restraint lengths shown in the 43 Drawings. CITY OF FORT WORTH FY 16•CIA S'I'R EF:1'R F.I'AIR ANI)RECON.PRWRAM AND NEAR SI)U'1'H SIDE."FI).15151'.IWIS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02357&02445 Revised December 20,2012 3311 10-4 DUCTILE IRON PIPE Page 4 of 13 1 3. Lay schedule/drawing for 24-inch and greater diameters, sealed by a Licensed 2 Professional Engineer in Texas including: 3 a. Pipe class 4 b. Joints type 5 c. Fittings 6 d. Stationing 7 e. Transitions 8 f. Joint deflection 9 C. Certificates 10 1. Furnish an affidavit certifying that all Ductile Iron Pipe meets the provisions of this 11 Section, each run of pipe furnished has met Specifications, all inspections have 12 been made, and that all tests have been performed in accordance with 13 AWWA/ANSI C151/A21.51, 14 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B 117. 15 1.7 CLOSEOUT SUBMITTALS [NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE 18 A. Qualifications 19 1. Manufacturers 20 a. Finished pipe shall be the product of 1 manufacturer. 21 1) Change orders, specials,and field changes maybe provided by a different 22 manufacturer upon City approval. 23 b. Pipe manufacturing operations (pipe, lining, and coatings)shall be performed 24 under the control of the manufacturer. 25 c. Ductile Iron Pipe 26 1) Manufactured in accordance with AWWA/ANSI C15 27 27 a) Perform quality control tests and maintain results as outlined within 28 standard to assure compliance. 29 2) Subject each pipe to a hydrostatic test of not less than 500 psi for duration 30 of at least 10 seconds. 31 B. Preconstruction Testing 32 1. The City may, at its own cost, subject random lengths of pipe for testing by an 33 independent laboratory for compliance with this Specification. 34 a. The compliance test shall be performed in the United States. 35 b. Any visible defects or failure to meet the quality standards herein will be 36 grounds for rejecting the entire order. 37 1.10 DELIVERY,STORAGE,AND HANDLING 38 A. Storage and Handling Requirements 39 1. Ductile Iron Pipe shall be stored and handled in accordance with the guidelines as 40 stated in AWWA M41. 41 2. Secure and maintain a location to store the material in accordance with Section 01 42 6600. CITY OF FORT WORTH [ F YI&CI"S I'RY. I'ILN.PAIR AND RECON.PROGRAM AND NEAR SOU'T'H SII]};MY:D.INST.4Y&S5 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 11 10-5 DUCTILE IRON PIPE Page 5 of 13 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED[OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 5 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 6 A. Manufacturers 7 1. Only the manufacturers as listed in the City's Standard Products List will be 8 considered as shown in Section 01 60 00. 9 a. The manufacturer must comply with this Specification and related Sections. 10 2. Any product that is not listed on the Standard Products List is considered a 1 i substitution and shall be submitted in accordance with Section 01 25 00. 12 B. Pipe 13 1. Pipe shall be in accordance with AWWA/ANSI C11 I/A21.11, AWWA/ANSI 14 Cl 50/A21.15,and AWWA/ANSI C151/A21.51. 15 2. A]1 pipe shall meet the requirements of NSF 61. 16 3. Pipe shall have a lay length of 18 feet or 20 feet except for special fittings or 17 closure pieces and necessary to comply with the Drawings. 18 4. As a minimum the following pressures classes apply. The Drawings may specify a 19 higher pressure class or the pressure and deflection design criteria may also require 20 a higher pressure class,but in no case should they be less than the following: 21 Diameter Min Pressure Class inches (psi) 3 through 12 350 14 through 20 250 24 200 22 30 through 64 150 23 5. Pipe markings shall meet the minimum requirements of AWWA/ANSI 24 C 151/A21.51. Minimum pipe markings shall be as follows: 25 a. "DI"or"Ductile"shall be clearly labeled on each pipe 26 b. Weight,pressure class and nominal thickness of each pipe 27 c. Year and country pipe was cast 28 d. Manufacturer's mark 29 6. Pressure and Deflection Design 30 a. Pipe design shall be based on trench conditions and design pressure class 31 specified in the Drawings. 32 b. Pipe shall be designed according to the methods indicated in AWWA/ANSI 33 C1 50/A21,50,AWWA/ANSI C151/A21.51,and AWWA M41 for trench 34 construction, using the following parameters: 35 1) Unit Weight of Fill (w)= 130 pef 36 2) Live Load=AASHTO HS 20 CITY OF FORT WORTH F vI6•CIn srRFrI'RKI'AIR AND RECON.PROGRAM AND NN.AK SOVIV SIDN.MKI).IIsi.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS U2387 cg 02445 Revised December 20,2012 33 11 10-6 DUCTILE IRON PIPE Page 6 of 13 1 3) Trench Depth= 12 feet minimum,or as indicated in Drawings 2 4) Bedding Conditions=Type 4 3 5) Working Pressure(Pw)= 150 psi 4 6) Surge Allowance(Pg)= 100 psi 5 7) Design Internal Pressure(Pi)=PW+P,or 2:1 safety factor of the actual 6 working pressure plus the actual surge pressure,whichever is greater. 7 a) Test Pressure= g (1) No less than 1.25 minimum times the stated working pressure(187 9 psi minimum) of the pipeline measured at the highest elevation 10 along the test section. 11 (2) No less than 1.5 times the stated working pressure(225 psi 12 minimum)at the lowest elevation of the test section. 13 8) Maximum Calculated Deflection(D,;)=3 percent 14 9) Restrained Joint Safety Factor(Sl)= 15 percent 15 c. Trench depths shall be verified after existing utilities are located. 16 1) Vertical alignment changes required because of existing utility or other 17 conflicts shall be accommodated by an appropriate change in pipe design 18 depth. 19 2) In no case shall pipe be installed deeper than its design allows. 20 7. Provisions for Thrust 21 a. Thrust at bends, tees,plugs or other fittings shall be mechanically restrained 22 joints when required by the Drawings. 23 b. Thrust at bends adjacent to casing pipe shall be restrained by mechanical means 24 through casing and for a sufficient distance each side of casing. 25 c. No thrust restraint contribution shall be allowed for the restrained length of 26 pipe within the casing. 27 d. Restrained joints,when required, shall be used for a sufficient distance from 28 each side of the bend, tee,plug,valve or other fitting to resist thrust which will 29 be developed at the design pressure of the pipe. For the purpose of thrust, the 30 following shall apply: 31 1) Valves shall be calculated as dead ends. 32 2) Design pressure shall be greater than the working pressure of the pipe or 33 the internal pressure(Pi)whichever is greater. 34 3) Restrained joints shall consist of approved mechanical restrained or push- 35 on restrained joints as listed in the City's Standard Products List as shown 36 in Section 01 60 00. 37 e. The Pipe Manufacturer shalt verify the length of pipe with restrained joints to 38 resist thrust in accordance with the Drawings, AWWA M41,and the following: 39 1) The weight of earth(W�) shall be calculated as the weight of the projected 40 soil prism above the pipe, for unsaturated soil conditions. 41 2) Soil density= 130 pcf(maximum value to be used), for unsaturated soil 42 conditions 43 3) If indicated on the Drawings and.the Geotechnical Borings that ground 44 water is expected, account for reduced soil density. 45 8. Joints 46 a. General—Comply with AWWA/ANSI C111/A21.11. 47 b. Push-On Joints 48 c. Mechanical Joints 49 d. Push-On Restrained Joints CITY OF FORT WORTH FYI6-CD95 FRKF."I'RN.PAIR AN D RECON.PROGRAM AN D N KAR SOVIN SOP MEM.DIST%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 11 10-7 DUCTILE IRON PIPE Page 7 of 13 1 1) Restraining Push-on joints by means of a special gasket 2 a) Only those products that are listed in Section 01 60 00 3 b) The working pressure rating of the restrained gasket must exceed the 4 test pressure of the pipe line to be installed. 5 c) Approved for use of restraining Ductile Iron Pipe in casing with a 6 carrier pipe of 4-inches to 12-inches 7 d) Otherwise only approved if specially listed on the Drawings 8 2) Push-on Restrained Joint bell and spigot 9 a) Only those products list in the standard products list will be allowed for 10 the size Iisted in the standard products list per Section 01 60 00, 1 I b) Pressure rating shall exceed the working and test pressure of the pipe 12 line. 13 e. Flanged Joints--AWWA/ANSI C1 15/A21.15, ASME B16.1, Class 125 14 f. Flange bolt circles and bolt holes shall match those of ASME B16.1,Class 125. 15 g. Field fabricated flanges are prohibited. 16 9. Gaskets 17 a. Provide Gaskets in accordance with Section 33 1105. 18 10. Isolation Flanges 19 a. Flanges required by the drawings to be Isolation Flanges shall conform to 20 Section 33 04 10. 21 11, Bolts and Nuts 22 a. Mechanical Joints 23 1) Provide bolts and nuts in accordance with Section 33 1105. 24 b. Flanged Ends 25 1) Meet requirements of AWWA C 115. 26 a) Provide bolts and nuts in accordance with Section 33 11 05. 27 12, Flange Coatings 28 a. Connections to Steel Flanges 29 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 30 Tape System in accordance with Section 33 1105. 31 13. Ductile Iron Pipe Exterior Coatings 32 a. All ductile iron shall have an asphaltic coating, minimum of I mil thick,on the 33 pipe exterior, unless otherwise specified in the Contract Documents. 34 14. Polyethylene Encasement 35 a. All buried Ductile Iron Pipe shall be polyethylene encased. 36 b. Only manufacturers Iisted in the City's Standard Products List as shown in 37 Section 01 60 00 will be considered acceptable. 38 C. Use only virgin polyethylene material. 39 d. Encasement for buried pipe shall be 8 mil linear low density(LLD) 40 polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density 41 cross-laminated(14DCL)polyethylene encasement conforming to 42 AWWA/ANSI C105/A21.5 and ASTM A674. 43 e. Marking: At a minimum of every 2 feet along its length, the mark the 44 polyethylene film with the following information: 45 1) Manufacturer's name or trademark 46 2) Year of manufacturer 47 3) AWWA/ANSI C105/A21.5 48 4) Minimum film thickness and material type CITY OF FORT WORTH rY IGCO S'IV KE P REPAIR AND RECON,PROGRAM AN D NEAR SOUTH SIIW MRD.INSP.%V&53 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 02387&02445 33 11 10-5 DUCTILE IRON PIPE Page 8 of 13 1 5) Applicable range of nominal diameter sizes 2 6) Warning—Corrosion Protection—Repair Any Damage 3 f. Special Markings/Colors 4 1) Reclaimed Water,perform one of the following: 5 a) Label polyethylene encasement with"RECLAIMED WATER", 6 b) Provide purple polyethylene in accordance with the American Public 7 Works Association Uniform Color Code; or 8 c) Attach purple reclaimed water marker tape to the polyethylene wrap. 9 2) Wastewater,perform one of the following: 10 a) Label polyethylene encasement with"WASTEWATER"; 11 b) Provide green polyethylene in accordance with the American Public 12 Works Association Uniform Color Code; or 13 c) Attach green sanitary sewer marker tape to the polyethylene wrap. 14 g. Minimum widths 15 Po] eth leve Tube and Sheet Sizes for Push-On Joint Pipe 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 12 27 54 14 30 60 16 34 68 18 37 74 20 41 82 24 54 108 30 67 134 36 $1 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 16 15. Ductile Iron Pipe Interior Lining 17 a. Cement Mortar Lining 18 1) Ductile Iron Pipe for potable water shall have a cement mortar lining in 19 accordance with AWWA/ANSI Cl 04/A21,04 and be acceptable according 20 to NSF 61. 21 b. Ceramic Epoxy or Epoxy Linings 22 1) Ductile Iron Pipe for use in wastewater applications shall be lined with a 23 Ceramic Epoxy or Epoxy lining as designated in the City's Standard 24 Products List as shown in Section 01 60 00. 25 2) Apply lining at a minimum of 40 mils DFT. CITY OF FORT WORTH FY1G.CU95TRErr KVTAIRANTIREWN-PKOGRAMANDNEARSOUTHSIDEMY.D.U]S'r.1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 11 W-9 DUCTILE IRON PIPE Page 9 of 13 1 3) Due to the tolerances involved, the gasket area and spigot end up to 6 2 inches back from the end of the spigot end must be coated with 6 mils 3 nominal, 10 mils maximum using a Joint Compound as supplied by the 4 manufacturer. 5 a) Apply the joint compound by brush to ensure coverage. 6 b) Care should betaken that the joint compound is smooth without excess 7 buildup in the gasket seat or on the spigot ends. 8 c) Coat the gasket seat and spigot ends after the application of the lining. 9 4) Surface preparation shall be in accordance with the manufacturer's 10 recommendations. 11 5) Check thickness using a magnetic film thickness gauge in accordance with 12 the method outlined in SSPC PA 2. 13 6) Test the interior lining of all pipe barrels for pinholes with a non- 14 destructive 2,500 volt test. 15 a) Repair any defects prior to shipment. 16 7) Mark each fitting with the date of application of the lining system along 17 with its numerical sequence of application on that date and records 18 maintained by the applicator of his work. 19 8) For all Ductile Iron Pipe in wastewater service where the pipe has been 20 cut,coat the exposed surface with the touch-up material as recommended 21 by the manufacturer. 22 a) The touch-up material and the lining shall be of the same manufacturer. 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL [NOT USED] 25 PART 3 - EXECUTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION [NOT USED] 28 3.3 PREPARATION [NOT USED] 29 3.4 INSTALLATION 30 A. General 31 1. Install pipe, fittings, specials and appurtenances as specified herein, as specified in 32 AWWA C600, AWWA M41 and in accordance with the pipe manufacturer's 33 recommendations. 34 2. See Section 33 11 11 for installation requirements for Ductile Iron Fittings. 35 3. Lay pipe to the lines and grades as indicated in the Drawings. 36 4. Excavate and backfill trenches in accordance with Section 33 05 10. 37 5. Embed Ductile Iron Pipe in accordance with Section 33 05 10. 38 6. For installation of carrier pipe within casing, see Section 33 05 24. 39 B. Pipe Handling 40 1. Haul and distribute pipe and fittings at the project site. CITY OF FORT WORTH rY 16.CIY9 S rR EE:I'REPAIR AND RECON.YROGR AM AND NEAR SOUTH SIDE:MY.b.DI$'r,IV&SS MAIN I MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 11 10-10 DUCTILE IRON PIPE Page 10 of 13 1 2. Handle piping with care to avoid damage. 2 a. Inspect each joint of pipe and reject or repair any damaged pipe prior to 3 lowering into the trench. 4 b. Do not handle the pipe in such a way that will damage the interior lining. 5 c. Use only nylon ropes, slings or other lifting devices that will not damage the 6 surface of the pipe for handling the pipe. 7 3. At the close of each operating day: 8 a. Keep the pipe clean and free of debris, dirt,animals and trash—during and after 9 the laying operation. 10 b. Effectively seal the open end of the pipe using a gasketed night cap. 11 C. Joint Making 12 1. Mechanical Joints 13 a. Bolt the follower ring into compression against the gasket with the bolts 14 tightened down evenly then cross torqued in accordance with AWWA C600. 15 b. Overstressing of bolts to compensate for poor installation practice will not be 16 permitted. 17 2. Push-on Joints 18 a. Install Push-on joints as defined in AWWA/ANSI Cl 11/A21.11. 19 b. Wipe clean the gasket seat inside the bell of all extraneous matter. 20 c. Place the gasket in the bell in the position prescribed by the manufacturer. 21 d. Apply a thin film of non-toxic vegetable soap lubricant to the inside of the 22 gasket and the outside of the spigot prior to entering the spigot into the bell. 23 e. When using a field cut plain end piece of pipe,refinish the field cut and scarf to 24 conform to AWWA C600. 25 3. Flanged Joints 26 a. Use erection bolts and drift pins to make flanged connections. 27 1) Do not use undue force or restraint on the ends of the fittings. 28 2) Apply even and uniform pressure to the gasket. 29 b. The fitting must be free to move in any direction while bolting. 30 1) Install flange bolts with all bolt heads faced in one direction. 31 4. Joint Deflection 32 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 33 and grades and shown in the Drawings. 34 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 35 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 36 0600. 37 d. The manufacturer's recommendation may be used with the approval of the 38 Engineer. 39 D. Polyethylene Encasement Installation 40 1. Preparation 41 a. Remove all lumps of clay, mud, cinders, etc., on pipe surface prior to 42 installation of polyethylene encasement. 43 1) Prevent soil or embedment material from becoming trapped between pipe 44 and polyethylene. 45 b. Fit polyethylene film to contour of pipe to affect a snug,but not tight encase 46 with minimum space between polyethylene and pipe. CITY pFFORT WORTH PY16-CIR)S"REFI'REPAIRAMC)RECON.I'ROGRAMAND NEAR WLI HSIDE:MKI).0W.WLSSMAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&01445 Revised December 20,2012 33 11 10-11 DUCTILE IRON PIPE Page 1 1 of 13 1 1} Provide sufficient slack in contouring to prevent stretching polyethylene 2 where it bridges irregular surfaces such as bell-spigot interfaces,bolted 3 joints or fittings and to prevent damage to polyethylene due to backfilling 4 operations. 5 2) Secure overlaps and ends with adhesive tape and hold. 6 c. For installations below water table and/or in areas subject to tidal actions, seal 7 both ends of polyethylene tube with adhesive tape at joint overlap. 8 2, Tubular Type(Method A) 9 a. Cut polyethylene tube to length approximately 2 feet longer than pipe section. t0 b. Slip tube around pipe, centering it to provide 1-foot overlap on each adjacent 11 pipe section and bunching it accordion-fashion lengthwise until it clears pipe 12 ends, 13 c. Lower pipe into trench and make up pipe joint with preceding section of pipe. 14 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 15 c. After assembling pipe joint, make overlap of polyethylene tube,pull bunched 16 polyethylene from preceding length of pipe, Slip it over end of the new length 17 of pipe and wrap until it overlaps joint at end of preceding length of pipe. 18 f. Secure overlap in place. 19 g. Take up slack width at top of pipe to make a snug,but not tight, fit along barrel 20 of pipe, securing fold at quarter points. 21 h. Repair-cuts,tears,punctures or other damage to polyethylene. 22 i. Proceed with installation of next pipe in same manner, 23 3. Tubular Type(Method B) 24 a. Cut polyethylene tube to Iength approximately 1 foot shorter than pipe section. 25 b. Slip tube around pipe, centering it to provide 6 inches of bare pipe at each end. 26 c. Take up slack width at top of pipe to make a snug,but not tight, fit along barrel 27 of pipe, securing fold at quarter points; secure ends. 28 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 29 proceeding pipe section, bunching it accordion-fashion lengthwise, 30 e. After completing joint,pull 3-foot length of polyethylene over joint, 31 overlapping polyethylene previously installed on each adjacent section of pipe 32 by at least I foot; make each end snug and secure, 33 4. Sheet Type 34 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 35 section. 36 b. Center length to provide I-foot overlap on each adjacent pipe section,bunching 37 it until it clears the pipe ends. 38 c. Wrap polyethylene around pipe so that it circumferentially overlaps top 39 quadrant of pipe, 40 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 41 e. Lower wrapped pipe into trench and make up pipe joint with preceding section 42 of pipe. 43 f. Make shallow bell hole at joints to facilitate installation of polyethylene, 44 g. After completing joint, make overlap and secure ends. 45 h. Repair cuts,tears,punctures or other damage to polyethylene. 46 i. Proceed with installation of next section of pipe in same manner, 47 5. Pipe-Shaped Appurtenances CITY OF FORT WORT[-[ FYI6-cl]93'I'l WI'PEPAIN AND NEON.PROOR AM AND NEAR SOIfIH 511)1{MF:I).OIS'I'_W&55 MAM IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02337&02445 Revised December 20,2012 33 11 10-12 DUCTILE IRON PIPE Page 12 of 13 1 a. Cover bends, reducers, offsets and other pipe-shaped appurtenances with 2 polyethylene in same manner as pipe and fittings. 3 6. Odd-Shaped Appurtenances 4 a. When it is not practical to wrap valves, tees, crosses, and other odd shaped 5 pieces in tube,wrap with flat sheet or split length polyethylene tube by passing 6 sheet under appurtenances and bringing it up around body. 7 b. Make seams by bringing edges together, folding over twice and taping down. 8 c. Tape polyethylene securely in place at the valve stem and at any other 9 penetrations. 10 7. Repairs 11 a. Repair any cuts, tears,punctures or damage to polyethylene with adhesive tape 12 or with short length of polyethylene sheet or cut open tube, wrapped around 13 fitting to cover damaged area and secured in place. 14 8. Openings in Encasement 15 a. Provide openings for branches, service taps,blow-offs, air valves and similar 16 appurtenances by making an X-shaped cut in polyethylene and temporarily 17 folding back film. is b. After appurtenance is installed, tape slack securely to appurtenance and repair 19 cut,as well as other damaged area in polyethylene with tape. 20 c. Service taps may also be made directly through polyethylene,with any 21 resulting damaged areas being repaired as described above. 22 9. Junctions between Wrapped and Unwrapped Pipe: 23 a. Where polyethylene-wrapped pipe joins an adjacent pipe that is not wrapped, 24 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 25 b. Secure end with circumferential turns of tape. 26 c. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 27 tape for minimum clear distance of 3 feet away from Cast or Ductile Iron Pipe. 28 3.5 REPAIR/RESTORATION 29 A. Patching 30 1. Excessive field-patching is not permitted of lining or coating. 31 2. Patching of lining or coating will be allowed where area to be repaired does not 32 exceed 100 square inches and has no dimensions greater than 12 inches. 33 3. In general, there shall not be more than 1 patch on either the lining or the coating of 34 any joint of pipe. 35 4. Wherever necessary to patch the pipe: 36 a. Make patch with cement mortar as previously specified for interior joints. 37 b. Do not install patched pipe until the patch has been properly and adequately 38 cured and approved for laying by the City. 39 5. Promptly remove rejected pipe from the site. 40 3.6 RE-INSTALLATION [NOT USED] 41 3.7 FIELD [OR] SITE QUALITY CONTROL 42 A. Potable Water Mains 43 1. Cleaning, disinfection,hydrostatic testing and bacteriological testing of water mains C[TYOFFORTWORTIi FY16•C09S'4UK 1'RV..I'A1RANDRECON.PROGRAM ANI)NEAR SOUTH SIDE:Mr..O,DIST.W&SS MAIN IMPROV. STAN DARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 11 10-13 DUCT]LEIRON PIPE Page 13 of 13 1 a. Clean, flush,pig, disinfect, hydrostatic test and bacteriological test the water 2 main as specified in Section 33 04 40. 3 B. Wastewater Lines 4 1. Closed Circuit Television(CCTV)Inspection 5 a. Provide a Post-CCTV Inspection in accordance with Section 33 01 31. 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 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, 11 and 12—Added reference to Section 33 11 05 and removed material specification for bolts,nuts and gaskets 15 CITY OF FORT WORTH FY 16-CD9 S'AWF;r REPAIR AND RPCON.PROGRAM AND NEAR So'J'"SIDE"ED.DISI'.W&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 42387&02445 Revised December 20,2012 33 11 11-1 DUCTILE IRON FITTINGS Page I 0f13 1 SECTION 33 11 11 2 DUCTILE IRON FITTINGS 3 PART1 - GENERAL 4 1.1 SUMMARV 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 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 14 Contract 15 2, Division 1 —General Requirements 16 3. Section 03 30 00—Cast-in-Place Concrete 17 4, Section 33 04 10—Joint Bonding and Electrical Isolation 18 5. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains 19 6. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 20 7. Section 33 1105—Bolts,Nuts,and Gaskets 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Ductile Iron Water Fittings with Restraint 24 a. Measurement 25 1) Shall be per ton of fittings supplied 26 2) Fittings weights are the sum of the various types of fittings multiplied by 27 the weight per fitting as listed in AWWA/ANSI C1 53/A21.53. 28 3) The fitting weights listed in AWWA/ANSI CI IO/A21.10 are only allowed 29 for specials where an AWWA/ANSI CI53/A21.53 is not available, or if the 30 Drawings specifically call for an AWWA/ANSI CI I O/A21.10 fittings. 31 4) If the Contractor chooses to supply AWWA/ANSI Cl 10/A21.10(full 32 body)Ductile Iron Fittings in lieu of AWWA/ANSI CI53/A21.53 33 (compact)Ductile Iron Fittings at his convenience, then the weight shall be 34 measured in accordance with AWWA/ANSI CI53/A21.53. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 and measured as provided under"Measurement"will be paid for at the unit 38 price bid per ton of"Ductile Iron Water Fittings with Restraint". 39 c. The price bid shall include: 40 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 41 Drawings CITY OF FORT WORTH EYI6-CID9 SPREE'I'REPAIR AND RECON.PROGRAM AN))NEAR SOUIN SIDE.ME:I).I)I$'I'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,20 t 2 33 11 11 -2 DUCTILE IRON FITTINGS Page 2 of 13 1 2) Polyethylene encasement 2 3) Lining 3 4) Pavement removal 4 5) Excavation 5 6) Hauling 6 7) Disposal of excess material 7 8) Furnishing and installing bolts,nuts,and restraints 8 9) Furnishing,placement and compaction of embedment 9 l 0) Furnishing,placement and compaction of backfill 10 11) Trench water stops 11 12) Clean-up 12 13) Cleaning 13 14) Disinfection 14 15) Testing 15 2. Ductile Iron Sewer Fittings 16 a. Measurement 17 1) Shall be per ton of fittings supplied 8 2) Fittings weights are the sum of the various types of fittings multiplied by 19 the weight per fitting as listed in AWWA/ANSI C1 53/A21.53. 20 3) The fitting weights listed in AWWA/ANSI C110/A21.10 are only allowed 21 for specials where an AWWA/ANSI Cl 53/A21.53 is not available, or if the 22 Drawings specifically call for an AWWA/ANSI C110/A21.10 fittings. 23 4) If the Contractor chooses to supply AWWA/ANSI Cl 10/A21.10(full 24 body)Ductile Iron Fittings in lieu of AWWA/ANST C153/A21.53 25 (compact)Ductile Iron Fittings at his convenience, then the weight shal I be 26 measured in accordance with AWWA/ANSI C153/A21.53. 27 b. Payment 28 1) The work performed and materials furnished in accordance with this Item 29 and measured as provided under"Measurement"will be paid for at the unit 30 price bid per ton of"Ductile Iron Sewer Fittings". 31 c. The price bid shall include: 32 1) Furnishing and installing Ductile Iron Water Fittings as specified by the 33 Drawings 34 2) Epoxy Coating 35 3) Polyethylene encasement 36 4) Lining 37 5) Pavement removal 38 6) Excavation 39 7) Hauling 40 8) Disposal of excess material 41 9) Furnishing and installing bolts, nuts,and restraints 42 10) Furnishing,placement and compaction of embedment 43 11) Furnishing,placement and compaction of backfill 44 12) Clean-up 45 13) Cleaning 46 14) Disinfection 47 15) Testing CITY OF FORT WORTH FYI6-CD9 SfREVTRFTAIR AND RECON.PROGRAM AND NEAR SOVI I SIDE MF:I).DIST,W&$$MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 11 11-3 DUCTILE IRON FITTINGS Page 3 of 13 1 1.3 REFERENCES - 2 A. Definitions 3 1. Gland or Follower Gland 4 a. Non-restrained, mechanical joint fitting 5 2. Retainer Gland 6 a. Mechanically restrained mechanical joint fitting, consisting of multiple 7 gripping wedges incorporated into a follower gland meeting the applicable g requirements of ANSI/AWWA C110/A21.10. 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 Society of Mechanical Engineers (ASME): 14 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings(Classes 25, 125 and 250). 15 3. ASTM International (ASTM): 16 a. A193, Standard Specification for Alloy-Steel and Stainless Steel Bolting for 17 High Temperature or High Pressure Service and Other Special Purpose 18 Applications 19 b. A 194, Specification for Carbon and Alloy Steel Nuts for Bolts for High 20 Pressure or High Temperature Service, or Both 21 c. A242, Standard Specification for High-Strength Low-Alloy Structural Steel. 22 d. A674, Standard Practice for Polyethylene Encasement for Ductile Iron Pipe for 23 Water or Other Liquids. 24 e. B 117, Standard Practice for Operating Salt Spray(Fog) Apparatus. 25 4. American Water Works Association(AWWA): 26 a. C203,Coal-Tar Protective Coatings and Linings for Steel Water Pipelines- 27 Enamel and Tape-Hot Applied. 28 b. C600, Installation of Ductile-Iron Water Mains and their Appurtenances. 29 c. M41,Ductile-Iron Pipe and Fittings. 30 5. American Water Works Association/American National Standards Institute 31 (AWWA/ANSI): 32 a. C I04/A21.4,Cement—Mortar Lining for Ductile-Iron Pipe and Fittings. 33 b. C I05/A21.5,Polyethylene Encasement for Ductile-Iron Pipe Systems. 34 c. Cl IO/A21.10,Ductile-Iron and Graylron Fittings. 35 d. Cl 11/A21.11,Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and Fittings. 36 e. CI 15/A21.15,Flanged Ductile-Iron Pipe with Ductile-Iron or Gray-lron 37 Threaded Flanges. 38 f. C151/A21.51,Ductile-Iron Pipe,Centrifugally Cast, for Water. 39 g. C1 53/A21.53,Ductile-Iron Compact Fittings for Water Service. 40 6. NSF International(NSF): 41 a. 61,Drinking Water System Components-Health Effects. 42 7. Society for Protective Coatings (SSPC): 43 a. PA 2,Measurement of Dry Coating Thickness with Magnetic Gages. CITY OF FORT WORTH }Y I6-CU9STILY.F"I'RF:YAIH AN I1 RF:C0N.I'K0(3RAM.SND NKAK SOUTH$IUY.MY.1).DIST.1Y&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 023$7&02445 Revised December 20,2012 33 11 11-4 DUCTILE IRON FITTINGS Page 4 of 13 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 and/or fabrication for 5 specials. 6 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 7 A. Product Data 8 1. Ductile Iron Fittings 9 a. Pressure class 10 b. Interior lining I 1 c. Joint types 12 2. Polyethylene encasement and tape 13 a. Planned method of installation 14 b. Whether the film is linear low density or high density cross linked polyethylene 15 c. The thickness of the film provided 16 3. The interior lining, if it is other than cement mortar lining in accordance with 17 AWWA/ANSI C104/A21.4 18 a. Material 19 b. Application recommendations 20 c. Field touch-up procedures 21 4. Thrust Restraint 22 a. Retainer glands 23 b. Thrust harnesses 24 c. Any other means 25 5. Gaskets 26 a. Provide Gaskets in accordance with Section 33 It 05. 27 6. isolation Flanges 28 a. FIanges required by the drawings to be Isolation Flanges shall conform to 29 Section 33 04 10. 30 7. Bolts and Nuts 31 a. Mechanical Joints 32 1) Provide bolts and nuts in accordance with Section 33 It 05. 33 b. Flanged Ends 34 I) Meet requirements of AWWA Cl 15. 35 a) Provide bolts and nuts in accordance with Section 33 11 05. 36 8. Flange Coatings 37 a. Connections to Steel Flanges 38 l) Buried connections with Steel Flanges shall be coated with a Petrolatum 39 Tape System in accordance with Section 33 11 05, 40 B. Certificates 41 1. The manufacturer shall furnish an affidavit certifying that all Ductile Iron Fittings 42 meet the provisions of this Section and meet the requirements of AWWA/ANSI 43 CI 10/A21.10 or AWWA/ANSI Cl 53/A21.53. 44 2. Furnish a certificate stating that buried bolts and nuts conform to ASTM B117. CITY OF FORT WORTI{ rY16-CI)9 S'lREF'I'RF:I'AIR AND RECON.PROGRAM AND NN.AR SOU'T'H 511M MD.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33111]-5 DUCTILE]RON FITTINGS Page 5 of 13 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. Manufacturers 6 a. Fittings manufacturing operations(fittings, lining, and coatings)shall be 7 performed under the control of the manufacturer. 8 b. Ductile Iron Fittings shall be manufactured in accordance with AW WA/ANSI 9 C110/A21.10 or AWWA/ANSI C1 53/A21.53. 10 1) Perform quality control tests and maintain the results as outlined in these 1 l standards to assure compliance. 12 B. Preconstruction Testing 13 1. The City may, at its own cost, subject random fittings for destructive testing by an 14 independent laboratory for compliance with this Specification. 15 a. The compliance test shall be performed in the United States. 16 b. Any visible defects or failure to meet the quality standards herein will be 17 grounds for rejecting the entire order. 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 M41. 21 2. Secure and maintain a location to store the material in accordance with Section 01 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 [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 27 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 28 A. Manufacturers 29 1. Only the manufacturers as listed on 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. Ductile Iron Fittings 35 1. Ductile Iron Fittings shall be in accordance with AWWA/ANSI C110/A21.10, 36 AWWA/ANSI C1531A21.53. 37 2. All fittings for potable water service shall meet the requirements of NSF 61, 38 3. Ductile Iron Fittings, at a minimum,shall meet or exceed the pressures classes of 39 the pipe which the fitting is connected,unless specifically indicated in the 40 Drawings. CITY OF FORT WORTH FY16•cv9s7rKr rRrL-AIRANI)KP.CON.PROGRAM ANONPARSOUMSIDE:MED.DIST.W&SS MAIN IMPROX'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 3311 ll-6 DUCTILE IRON FITTINGS Page 6 of 13 1 4. Fittings Markings 2 a. Meet the minimum requirements of AWWA/ANSI C151/A21.51, 3 b. Minimum markings shall include: 4 1) "DI"or"Ductile"cast or metal stamped on each fitting 5 2) Applicable AWWA/ANSI standard for that the fitting 6 3) Pressure rating 7 4) Number of degrees for all bends 8 5) Nominal diameter of the openings 9 6) Year and country fitting was cast 10 7) Manufacturer's mark 11 5. Joints 12 a. Mechanical Joints with mechanical restraint 13 1) Comply with AW WA/ANSI C1 I 1/A21.11 and applicable parts of 14 ANSIIAWWA C110/A21.10. 15 2) The retainer gland shall have the following working pressure ratings based 16 on size and type of pipe: 17 a) Ductile Iron Pipe 18 (1) 3-inch— 16-inch, 350 psi 19 (2) 18-inch—48-inch,250 psi 20 b) PVC C900 and C905 21 (1) 3-inch— 12-inch,305psi 22 (2) 14-inch— 16-inch, 235psi 23 (3) 18-inch—20-inch,200psi 24 (4) 24-inch--30—inch 165psi 25 c) Ratings are for water pressure and must include a minimum safety 26 factor of 2 to 1 in all sizes 27 3) Retainer glands shall have specific designs for Ductile Iron and PVC and it 2$ should be easy to differentiate between the 2. 29 4) Gland body,wedges and wedge actuating components shall be cast from 30 grade 65-45-12 ductile iron material in accordance with ASTM A536. 31 5) Mechanical joint restraint shall require conventional tools and installation 32 procedures per AWWA C600, while retaining full mechanical joint 33 deflection during assembly as well as allowing joint deflection after 34 assembly. 35 6) Proper actuation of the gripping wedges shall be ensured with torque 36 limiting twist off nuts. 37 7) A minimum of 6 wedges shall be required for 8 inch diameter PVC pipe. 38 b. Push-On, Restrained Joints 39 1) Restraining Push-on joints by means of a special gasket 40 a) Only those products that are listed in 01 60 00 41 b) The working pressure rating of the restrained gasket must exceed the 42 test pressure of the pipe line to be installed. 43 c) Approved for use of restraining Ductile Iron Pipe in casing with a 44 carrier pipe of 4-inches to 12-inches 45 d) Otherwise only approved if specially listed on the drawings 46 2) Push-on Restrained Joint bell and spigot 47 a) Only those products list in the standard products list will be allowed for 48 the size listed in the standard products list per Section 01 60 00 CITY OF FORT WORTH TY16-CH9 S+xrrr I'REI'AIR AND RECON,PROGRAM AND NEAR SOUTH SINN;MFA].DIST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 11 11-7 DUCTILE IRON FITTINGS Page 7 of 13 1 b) Pressure rating shall exceed the working and test pressure of the pipe 2 line 3 c. Flanged Joints 4 1) AWWA/ANSI C115/A21.15,ASME B16.1,Class 125 5 2) Flange bolt circles and bolt holes shall match those of ASME B16.1,Class 6 125. 7 3) Field fabricated flanges are prohibited. 8 6. Gaskets 9 a. Provide Gaskets in accordance with Section 33 1105. 10 7. isolation Flanges 11 a. Flanges required by the drawings to be Isolation Flanges shall conform to 12 Section 33 04 10. 13 8. Bolts and Nuts 14 a. Mechanical Joints 15 1) Provide bolts and nuts in accordance with Section 33 11 05. 16 b. Flanged Ends 17 1) Meet requirements of AWWA C115. 18 a) Provide bolts and nuts in accordance with Section 33 11 05. 19 9. Flange Coatings 20 a. Connections to Steel Flanges 21 1) Buried connections with Steel Flanges shall be coated with a Petrolatum 22 Tape System in accordance with Section 33 11 05. 23 10. Ductile Iron Fitting Exterior Coatings 24 a. All Ductile Iron Fittings shall have an asphaltic coating,minimum of 1 mil 25 thick, on the exterior,unless otherwise specified in the Contract Documents. 26 11. Polyethylene Encasement 27 a. All buried Ductile Iron Fittings shall be polyethylene encased. 28 b. Only manufacturers listed in the City's Standard Products List as shown in 29 Section 0160 00 will be considered acceptable. 30 c. Use only virgin polyethylene material. 31 d. Encasement for buried fittings shall be 8 mil linear low density(LLD) 32 polyethylene conforming to AWWA/ANSI C105/A21.5 or 4 mil high density 33 cross-laminated(HDCL)polyethylene encasement conforming to conforming 34 to AWWA/ANSI C105/A21.5 and ASTM A674. 35 e. Marking: At a minimum of every 2 feet along its length, the mark the 36 polyethylene film with the following information: 37 1) Manufacturer's name or trademark 38 2) Year of manufacturer 39 3) AWWA/ANSI C105/A21.5 40 4) Minimum film thickness and material type 41 5) Applicable range of nominal diameter sizes 42 6) Warning—Corrosion Protection—Repair Any Damage 43 f. Special Markings/Colors 44 1) Reclaimed Water,perform one of the following: 45 a) Label polyethylene encasement with"RECLAIMED WATER", 46 b) Provide purple polyethylene in accordance with the American Public 47 Works Association Uniform Color Code; or CITY OF FORT WORTH PYIG-CIW STREET RFTA1K AND RECON.PROURAM ANTI NEAR SOITI"SIDE ME11 DIST.W&SS MAV4 kMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 11 11 -8 DUCTILE IRON FITTINGS Page S of 13 1 c) Attach purple reclaimed water marker tape to the polyethylene wrap. 2 2) Wastewater,perform one of the following: 3 a) Label polyethylene encasement with"WASTEWATER"; 4 b) Provide green polyethylene in accordance with the American Public 5 Works Association Uniform Color Code; or 6 c) Attach green sanitary sewer marker tape to the polyethylene wrap. 7 g. Minimum widths 8 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 i4 28 6 16 32 8 20 40 10 24 48 12 27 54 14 30 60 16 34 68 18 37 74 20 41 $2 24 54 108 30 67 134 36 81 162 42 81 162 48 95 190 54 108 216 60 108 216 64 121 242 9 12. Ductile Iron Fittings Interior Lining 10 a. Cement Mortar Lining 1 1 1) Ductile Iron Fittings for potable water shall have a cement mortar lining in 12 accordance with AWWA/ANSI C104/A21.4 and be acceptable according to 13 NSF 61. 14 b. Ceramic Epoxy or Epoxy Linings 15 1) Ductile Iron Fittings for use in wastewater applications shall be lined with 16 a Ceramic Epoxy or Epoxy lining as designated in the Standard Products 17 List as shown in Section 0160 00. 18 2) Apply lining at a minimum of 40 mils DFT 19 3) Due to the tolerances involved, the gasket area and spigot end up to 6 20 inches back from the end of the spigot end must be coated with 6 mils 21 nominal, 10 mils maximum using a Joint Compound as supplied by the 22 manufacturer. 23 a) Apply the joint compound by brush to ensure coverage. CITY OF FORT WORTH I Y16•CD9 SrRF:YT H FTAER AND RF.00N.PROOR AM AND NF.AH SOUTH SH}F MFIS.01ST.1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 11 11-9 DUCTILE IRON FITTINGS Page 9 of 13 1 b) Care should betaken that the joint compound is smooth without excess 2 buildup in the gasket seat or on the spigot ends. 3 c) Coat the gasket seat and spigot ends after the application of the lining. 4 4) Surface preparation shall be in accordance with the manufacturer's 5 recommendations. 6 5) Check thickness using a magnetic film thickness gauge in accordance with 7 the method outlined in SSPC PA 2. g 6) Test the interior lining of all fittings for pinholes with a non-destructive 9 2,500 volt test. 10 a) Repair any defects prior to shipment. 11 7) Mark each fitting with the date of application of the lining system along 12 with its numerical sequence of application on that date and records 13 maintained by the applicator of his work. 14 8) For all Ductile Iron Fittings in wastewater service where the fitting has 15 been cut, coat the exposed surface with the touch-up material as 16 recommended by the manufacturer. 17 a) The touch-up material and the lining shall be of the same manufacturer. 18 2.3 ACCESSORIES [NOT USED] 19 2.4 SOURCE QUALITY CONTROL [NOT USED] 20 PART 3 - EXECUTION 21 3.1 INSTALLERS [NOT USED] 22 3.2 EXAMINATION [NOT USED] 23 3.3 PREPARATION [NOT USED] 24 3.4 INSTALLATION 25 A. General 26 1. Install fittings, specials and appurtenances as specified herein,as specified in 27 AWWA C600,AWWA M41,and in accordance with the fittings manufacturer's 28 recommendations. 29 2. Lay fittings to the lines and grades as indicated in the Drawings. 30 3. Excavate and backfill trenches in accordance with 33 05 10. 31 4. Embed Ductile Iron Fittings in accordance with 33 05 10. 32 B. Joint Making 33 1. Mechanical Joints with required mechanical restraint 34 a. All mechanical joints require mechanical restraint. 35 b. Bolt the retainer gland into compression against the gasket,with the bolts 36 tightened down evenly then cross torqued in accordance with AWWA C600. 37 c. Overstressing of bolts to compensate for poor installation practice will not be 38 permitted. 39 2, Pusb-on Joints(restrained) 40 a. All push-on joints shall be restrained push-on type. 41 b. Install Push-on joints as defined in AWWA/ANSI C1 I/A21.11, 42 c. Wipe clean the gasket seat inside the bell of all extraneous matter. CITY OF FORT WORTH rv1G-0119 srRrr-r Rs.rA1R ANI)AEGON.PROGRAM AND NEAR SOUTH SAIF:MEI).171ST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 331111 .10 DUCTILE IRON FITTINGS Page 10 of 13 1 d. Place the gasket in the bell in the position prescribed by the manufacturer. 2 e. Apply a thin film of non-toxic vegetable soap lubricant to the inside of the 3 gasket and the outside of the spigot prior to entering the spigot into the bell. 4 f. When using a field cut plain end piece of pipe,refinished the field cut and scarf 5 to conform to AWWA M-41. 6 3. Flanged Joints 7 a. Use erection bolts and drift pins to make flanged connections. 8 1) Do not use undue force or restraint on the ends of the fittings. 9 2) Apply even and uniform pressure to the gasket. 10 b. The fitting must be free to move in any direction while bolting. 11 1) Install flange bolts with all bolt heads faced in 1 direction. 12 4. Joint Deflection 13 a. Deflect the pipe only when necessary to avoid obstructions or to meet the lines 14 and grades and shown in the Drawings. 15 b. The deflection of each joint must be in accordance with AWWA C600 Table 3. 16 c. The maximum deflection allowed is 50 percent of that indicated in AWWA 17 C600. 18 d. The manufacturer's recommendation may be used with the approval of the 19 Engineer. 20 C. Polyethylene Encasement Installation 21 1. Preparation 22 a. Remove all lumps of clay,mud, cinders, etc., on fittings surface prior to 23 installation of polyethylene encasement. 24 1) Prevent soil or embedment material from becoming trapped between 25 fittings and polyethylene. 26 b. Fit polyethylene film to contour of fittings to affect a snug,but not tight encase 27 with minimum space between polyethylene and fittings. 28 1) Provide sufficient slack in contouring to prevent stretching polyethylene 29 where it bridges irregular surfaces such as bell-spigot interfaces,bolted 30 joints or fittings,and to prevent damage to polyethylene due to backfilling 31 operations. 32 2) Secure overlaps and ends with adhesive tape and hold. 33 c. For installations below water table and/or in areas subject to tidal actions, seal 34 both ends of polyethylene tube with adhesive tape at joint overlap. 35 2. Tubular Type(Method A) 36 a. Cut polyethylene tube to length approximately 2 feet longer than fittings 37 section. 38 b. Slip tube around fittings, centering it to provide 1 foot overlap on each adjacent 39 pipe section and bunching it accordion-fashion lengthwise until it clears fittings 40 ends. 41 c. Lower fittings into trench with preceding section of pipe. 42 d. Make shallow bell hole at joints to facilitate installation of polyethylene tube. 43 e. After assembling fittings make overlap of polyethylene tube,pull bunched 44 polyethylene from preceding length of pipe, slip it over end of the fitting and 45 wrap until it overlaps joint at end of preceding length of pipe. 46 f. Secure overlap in place. CITY OF FORT WORTH ryi6.CU9 51RP:F"1KEPAIR AND RF'CpN.PROGX AM AND NN.AH S0U'I'H SII?Y.MN.!).DI$'f.1V&5$MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 11 11 -11 DUCTILE IRON FITTINGS Page 1 i of 13 1 g. Take up slack width at top of fitting to make a snug,but not tight, fit along 2 barrel of fitting, securing fold at quarter points. 3 h. Repair cuts,tears,punctures or other damage to polyethylene. 4 i. Proceed with installation of next fitting in same manner. 5 3. Tubular Type{Method B} 6 a. Cut polyethylene tube to length approximately 1 foot shorter than fitting 7 section. 8 b. Slip tube around fitting, centering it to provide 6 inches of bare fitting at each 9 end. 10 c. Take up slack width at top of fitting to make a snug,but not tight, fit along 11 barrel of fitting, securing fold at quarter points; secure ends. 12 d. Before making up joint, slip 3-foot length of polyethylene tube over end of 13 proceeding pipe section,bunching it accordion-fashion lengthwise. 14 e. After completing joint,pull 3-foot length of polyethylene over joint, 15 overlapping polyethylene previously installed on each adjacent section of pipe 16 by at least 1 foot; make each end snug and secure. 17 4, Sheet Type 18 a. Cut polyethylene sheet to a length approximately 2 feet longer than piece 19 section. 20 b. Center length to provide 1-foot overlap on each fitting,bunching it until it 21 clears the fitting ends. 22 c. Wrap polyethylene around fitting so that it circumferentially overlaps top 23 quadrant of fitting. 24 d. Secure cut edge of polyethylene sheet at intervals of approximately 3 feet. 25 c. Lower wrapped fitting into trench with preceding section of pipe. 26 f. Make shallow bell hole at joints to facilitate installation of polyethylene. 27 g. After completing joint,make overlap and secure ends. 28 h. Repair cuts,tears,punctures or other damage to polyethylene. 29 i. Proceed with installation of fittings in same manner. 30 5. Pipe-Shaped Appurtenances 31 a. Cover bends,reducers, offsets, and other pipe-shaped appurtenances with 32 polyethylene in same manner as pipe and fittings. 33 6. Odd-Shaped Appurtenances 34 a. When it is not practical to wrap valves, tees,crosses and other odd-shaped 35 pieces in tube,wrap with flat sheet or split length polyethylene tube by passing 36 sheet under appurtenances and bringing it up around body. 37 b. Make seams by bringing edges together, folding over twice and taping down. 38 c. Tape polyethylene securely in place at the valve stem and at any other 39 penetrations. 40 7, Repairs 41 a. Repair any cuts, tears,punctures or damage to polyethylene with adhesive tape 42 or with short length of polyethylene sheet or cut open tube,wrapped around 43 fitting to cover damaged area, and secure in place. 44 8. Openings in Encasement 45 a. Provide openings for branches, service taps,blow-offs, air valves and similar 46 appurtenances by making an X-shaped cut in polyethylene and temporarily 47 folding back film. CITY OF FORT WORTH PYl6,co9 s'IRF.F,'rRFPAIR AND RF.CON.PROGRAM ANO NEAR SOUTH SIOV MTU.DIST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02,445 Revised December 20,2012 33 11 11 -12 DUCTILE IRON FITTINGS Page 12 of 13 1 b. After appurtenance is installed,tape slack securely to appurtenance and repair 2 cut, as well as other damaged area in polyethylene with tape. 3 c. Service taps may also be made directly through polyethylene, with any 4 resulting damaged areas being repaired as described above. 5 9. Junctions between Wrapped and Unwrapped Fittings 6 a. Where polyethylene-wrapped fitting joins an adjacent pipe that is not wrapped, 7 extend polyethylene wrap to cover adjacent pipe for distance of at least 3 feet. 8 b. Secure end with circumferential turns of tape. 9 C. Wrap service lines of dissimilar metals with polyethylene or suitable dielectric 10 tape for minimum clear distance of 3 feet away fi-om cast or Ductile Iron 11 Fittings. 12 D. Blocking 13 1. Install concrete blocking in accordance with Section 03 30 00 for all bends, tees, 14 crosses and plugs in the pipe lines as indicated in the Drawings. 15 2. Place the concrete blocking so as to rest against firm undisturbed trench walls, 16 normal to the thrust. 17 3. The supporting area for each block shall be at least as great as that indicated on the 18 Drawings and shall be sufficient to withstand the thrust, including water hammer, 19 which may develop. 20 4. Each block shall rest on a firm,undisturbed foundation or trench bottom. 21 5. If the Contractor encounters soil that appears to be different than that which was 22 used to calculate the blocking according to the Drawings, the Contractor shall 23 notify the Engineer prior to the installation of the blocking. 24 3.5 REPAIR/RESTORATION 25 A. Patching 26 1. Excessive field-patching is not permitted of lining or coating. 27 2. Patching of lining or coating will be allowed where area to be repaired does not 28 exceed 100 square inches and has no dimensions greater than 12 inches. 29 3. In general, there shall not be more than 1 patch on either the lining or the coating of 30 any fitting. 31 4. Wherever necessary to patch the fitting: 32 a. Make patch with cement mortar as previously specified for interior joints. 33 b. Do not install patched fitting until the patch has been properly and adequately 34 cured and approved for laying by the City. 35 c. Promptly remove rejected fittings from the site. 36 3.6 RE-INSTALLATION [NOT USED] 37 3.7 FIELD lou] SITE QUALITY CONTROL 38 A. Potable Water Mains 39 1. Cleaning, disinfection,hydrostatic testing and bacteriological testing of water mains 40 a. Clean, flush,pig, disinfect, hydrostatic test and bacteriological test the water 41 main as specified in Section 33 04 40. CITY OF FORT WORTH FYIG•GN$1'RF;ITI'RNPAIR AND R F;CON.PROCR AM AN D NEAR SOUIE SIDE:MPD.MIST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 331111 -13 DUCTILE IRON FITTINGS Page 13 of 13 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A.Le—Restraints included in price bid 1.2.A2.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 2.2,13.5.a.7—Added requirement for 6 wedges on MJ Restraint for 8 inch PVC pipe 10 CITY OF FORT WORTH F'YI6-CD9 SI REST REPAIR AND RK13N.PROGRAM ANI)WAR WUTH SK)E MTI).DIST.4V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 12 10-1 WATER SERVICES 1-INCH TO 2-INCH Page I of 17 SECTION 33 12 10 WATER SERVICES I-INCH TO 2-INCH PARTI - GENERAL 1.1 SUMMARY A. Section Includes: I. Lead-free 1-inch to 2-inch water service lines from the water main to the right-of- way, fittings and water meter boxes complete in place, as shown on the Drawings, directed by the Engineer, and specified herein for: a. New Water Service b. New Water Service(Bored) c. Water Meter Service Relocate d. Private Water Service B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Products Installed but not Furnished Under this Section 1. Water meters for various sizes D. Related Specification Sections include,but are not necessarily limited to: 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 —General Requirements 3. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains 4. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 5. Section 33 12 25—Connection to Existing Water Mains 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. New Water Service a. Measurement 1) Measurement for this Item shall be per each new"Water Service"complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by open cut construction. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per each"Water Service"installed for: a) Various sizes c. The price bid shall include: 1) Furnishing and installing New Service Line as specified by the Drawings 2) Submitting product data 3) Tapping saddle 4) Corporation stop 5) Curb stop CITY OF FORT WORTH FYIG-CIV$1'RF;KI'REPAIR AND RECON.PROONAM AND'NF'.AR SOUTH!SIDE MNI).111$1.1V&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2017 33 12 10-2 WATER SERVICES I-INCH TO 2-INCH Page 2 of 17 6) Fittings 7) Service line installed by open cut 8) Connection to meter 9) Meter Box and Lid 10) Pavement removal 11) Excavation 12) Hauling 13) Disposal of excess material 14) Surface Restoration associated with Meter Box installation and connection, excluding grass(seeding, sodding or hydro-mulch paid separately) 15) Clean-up 16) Disinfection 17) Testing 2, New Bored Water Service a. Measurement 1) Measurement for this Item shall be per each new Water Service complete in place from the tap of the main to the installation of the meter box and associated appurtenances where the service line is installed by trenchless method. b. Payment 1) The work performed and materials furnished in accordance with this Item and measured as provided under"Measurement"will be paid for at the unit price bid per each"Bored Water Service" installed for: a) Various sizes c. The price bid shall include: 1) Submitting product data 2) Tapping saddle 3) Corporation stop 4) Curb stop 5) Fittings 6) Service line installed by trenchless method 7) Connection to mater 8) Meter Box and Lid 9) Pavement removal 10) Excavation 11) Hauling 12) Disposal of excess material 13) Surface restoration associated with Meter Box installation and connection, excluding grass (seeding, sodding or hydro-mulch paid separately) 14) Clean-up 15) Disinfection 16) Testing 3. Water Meter Service Reconnect a. Measurement 1) Measurement for this Item shall be per each Water Meter Service Reconnect complete in place from public service line connection to private service line connection. b. Payment CITY OF FORT WORTH F VIG•n)9 m,R Rt rit ePAIR AND KWON.PROGRAM AND NEAR SOUTH S11)E MFA).DIST.W&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2017 331210-3 WATER SERVICES I-INCH TO 2-INCH Page 3 of 17 1) The work performed in conjunction with relocation of the meter, associated private service line, fittings and meter box 5 feet or less in any direction from centerline of existing meter location and the materials furnished in accordance with this Item will be paid for at the unit price bid per each "Water Meter Service,Reconnection" installed for: a) Various size of services c. The price bid shall include: 1) Private service line 2) Fittings 3) Private connection to water meter 4) Connection to existing private service line 5) Cut and crimp of existing service 6) Removal and Disposal or Salvage of existing 2-inch or smaller water meter, as directed by City _ 7) Pavement removal 8) Excavation 9) Hauling 10) Disposal of excess material 11) Surface restoration for area disturbed for installation of meter box, excluding grass (seeding, sodding or hydro-mulch paid separately) 12) Clean-up 13) Cleaning 14) Disinfection 15) Testing 4. Private Water Service Relocation a. Measurement 1) Measurement for this Item shall be per linear foot of Private Service relocation complete in place from the meter box to a connection to the existing service line on private property. b. Payment 1) The work performed in conjunction with Private Service Line installation where the meter and meter boxes are moved more than 5 feet in any direction from centerline of existing meter location and materials furnished in accordance with the Item and measured as provided under "Measurement"will be paid for at the unit price bid per linear foot of "Private Water Service"performed for: a) Various service sizes c. The price bid shall include: 1) Obtaining appropriate permit 2) Obtaining Right of Entry 3) Submitting product data 4) Private service line 5) Fittings 6) Backflow preventer,check valve, and isolation valve relocation, if applicable 7) Connection to existing private service line 8) Pavement removal and replacement 9) Excavation 10) Hauling 11) Disposal of excess material CITY OF FORT WORTH FY16.CD9!mr..N.'I'HI!PAIR ANTI RECON.PROOR AM AND NEAR WU'I'N SIDE W.D.DIST.AMSS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&01445 Revised February 14,2017 33 12 10-4 WATER SERVICES 1-INCH TO 2-INCH Page 4 of 17 12) Surface restoration, excluding grass(seeding, sodding or hydro-mulch paid separately) 13) Clean-up 14) Cleaning 15) Disinfection 16) Testing 1.3 REFERENCES A. Definitions 1. New Service a. Installation of new 1-inch to 2-inch Water Service Line by open cut construction from the water main to the right-of-way, including corporation stop, curb stop, fittings and water meter boxes complete in place, as shown on the Drawings. 2. New Service(Bored) a. Installation of new 1-inch to 2-inch Water Service Line by trenchless construction method from the water main to the right-of-way, including corporation stop, curb stop, fittings and water meter boxes complete in place, as shown on the Drawings. 3. Meter Service Reconnection a. Relocation and reconnection of the private service line from an existing meter to be abandoned and a new meter installed that lies within 5 feet of the existing meter. 4. Private Service Relocation a. Relocation and reconnection of private service line behind the water meter where the existing meter to be abandoned and the new meter installed is greater than 5 feet of the existing meter. A licensed plumber is required to relocate the private service. 5. Lead-free a. Lead-free pipes and plumbing fittings and fixtures shall contain less than 0.25 percent lead in accordance with the reduction of Lead in Drinking Water Act (P.L. 111-380). B. Reference Standards I. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification,unless a date is specifically cited. 2. ASTM International(ASTM): a. A48, Standard Specification for Gray Iron Castings. b. A536, Standard Specification for Ductile Iron Castings. c. B88, Standard Specification for Seamless Copper Water Tube. d. B98, Standard Specification for Copper-Silicon Alloy Rod,Bar and Shapes. e. C131, Standard Specification for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. f. C 150, Standard Specification for Portland Cement. g. C330, Standard Specification for Lightweight Aggregates for Structural Concrete. It. C857 (RL), Standard Practice for Minimum Structural Design Loading for Underground Precast Concrete Utility Structures CITY OF FORT WORTH FY16•CIK9SfAFKr RkPAIR AND RECON.PROGRAM AND NEAR SOVI'N S[DF:MY.I).DIST'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2017 331210-5 WATER SERVICES 1-INCH To 2-INCH Page 5 of 17 i. D883, Standard Terminology Relating to Plastics. j. D1693, Standard Test Method for Environmental Stress-Cracking of Ethylene Plastics 3. American Water Works Association(AWWA): a. C700, Cold-Water Meters-Displacement Type,Bronze Main Case. b. C800,Underground Service Line Valves and Fittings. 4. NSF International (NSF): a. 61,Drinking Water System Components-Health Effects. 5. Reduction of Lead in Drinking Water Act a. Public Law 111-380 (P.L. 111-380) 6. General Services Administration(GSA): a. RR-F-621 E,Frames,Covers, Gratings, Steps, Sump and Catch Basin,Manhole 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Provide advance notice for service interruptions and meet requirements of Division 0 and Division 1. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. B. All submittals shall be approved by the City prior to delivery. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS A. Product Data, if applicable: 1. Tapping Saddle 2. Corporation stop 3. Curb Stop 4. Service Line 5. Meter Box 6. Meter Box Lid B. Certificates and Test Reports 1. Prior to shipment of any Water Service components, the manufacturer shall submit the following: a. A Certificate of Adequacy of Design stating that the components to be furnished comply with all regulatory requirements identified in this Section including: l) The Reduction of Lead in Drinking Water Act(P.L. 111-380) 2) AWWA C800 3) NSF 61 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Qualifications CITY OF FORT WORTH FY16•17I95'rRF:F:r REPAIR AND RECON.PROOR AM AND NEAR WU'M SIDE MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2017 33 12 10-6 WATER SERVICES 1-INCH TO 2-INCH Page 6 of 17 1. Manufacturers a. Water Services shall meet or exceed the latest revisions of AWWA C800,NSF 61,the Reduction of Lead in Drinking Water Act and shall meet or exceed the requirements of this Specification. 1.10 DELIVERY,STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Protect all parts such that no damage or deterioration will occur during a prolonged delay from the time of shipment until installation is completed and the units and equipment are ready for operation. 2. Protect all equipment and parts against any damage during a prolonged period at the site. 3. Prevent plastic and similar brittle items from being directly exposed to sunlight or extremes in temperature. 4. Secure and maintain a location to store the material in accordance with Section 01 6600. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART2 - PRODUCTS 2.1 OWNER-FURNISHED PRODUCTS A. Water meters for various sizes 2.2 EQUIPMENT, PRODUCT TYPES, AND MATERIALS A. Manufacturers 1. Only the manufacturers as listed on the City's Standard Products List will be considered as shown in Section 01 60 00. a. The manufacturer must comply with this Specification and related Sections. 2. Any product that is not listed on the Standard Products List is considered a substitution and shall be submitted in accordance with Section 0125 00. 3. The Water Services and appurtenances shall be new and the product of a manufacturer regularly engaged in the manufacturing of Water Services and appurtenances having similar service and size. B. Description 1. Regulatory Requirements a. All materials shall conform to the Reduction of Lead in Drinking Water Act(P.L. 111-380). This Act defines"Lead-free"for pipes and other appurtenances to be less than 0.25 percent lead. b. Water Services shall meet or exceed the latest revisions of AWWA C800 and shall meet or exceed the requirements of this Specification. c. All Water Services components in contact with potable water shall conform to the requirements of NSF 61. C. Materials/Design Criteria CITY OF FORT WORTH FYI6•CI)9SIRHNT RRPAIR AND RECON.PROGRAM ANI)NEAR SOUTH S11)E MF.D.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION!DOCUMENTS 02387&02445 Revised February 14,20 17 33 12 10-7 WATER SERVICES 1-INCH TO 2-IN CH Page 7 of 17 L Service Lines a. Provide Type K Copper Tubing per ASTM B88. b. Furnish in the annealed conditions, unless otherwise specified in the Contract Documents. 2. Service Couplings a. Fitting Ends 1) Flared Copper Tubing with thread dimensions per AWWA C800 2) Provide coupling nuts with a machined bearing skirt of a length equal to the tubing outer diameter(O.D.). b. Provide with hexagonal wrench grip compatible with the coupling size. c. Provide lead-free service couplings in accordance with the Reduction of Lead in Drinking Water Act. 3. Corporation stops a. Provide brass castings per AWWA C800 for: 1) Bodies 2) PIugs 3) D washers 4) Bottom nuts b. Machining and Finishing of Surfaces I) Provide 1 3/ inch per foot or 0.1458 inch per inch±0.007 inch per inch taper of the seating surfaces for the key and body. 2) Reduce large end of the tapered surface of the key in diameter by chamfer or turning for a distance that will bring the largest end of the seating surface of the key into the largest diameter of the seating surface of the body. 3) Relieve taper seat in the body on the small end, 4) Extend small end of the key there-through to prevent the wearing of a shoulder and facilitate proper seating of key. 5) Design key,key nut and washer such that if the key nut is tightened to failure point, the stern end of the key shall not fracture. 6) Design nut and stem to withstand a turning force on the nut of at least 3 times the necessary effort to properly seat the key without failure in any manner. 7) Port through corporation stop shall be full size to eliminate turbulence in the flow way. 8) Design stop for rotation about the axis of the flow passageway inside the following minimum circles in order to properly clear the tapping machine: a) Two 7/8-inch for 1-inch corporation stops b) Four 15/16-inch for l %Z-inch and 2-inch corporation stops c. Provide lead-free corporation stops in accordance with the Reduction of Lead in Drinking Water Act. 4. Curb Stops a. Provide brass castings per AWWA C800. b. Valve plugs shall be: 1) Cylinder type 2) Plug type,or 3) Ball type C. Incorporate full flow porting. d. Provide for full 360 degree plug rotation clockwise or counter-clockwise. e. Overall Length 1) 3-5/16 inch+ 1/8 inch for 1-inch diameter CITY OF FORT WORTH FYI&CI)9!MV..r.I'REPAIR AND RECON.PROGRAM ANI)NEAR SOUTH SII)E MED.DIST.W&SS MAIN IMI'ROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2017 33 12 10-8 WATER SERVICES 1-INCH TO 2-INCH Page 8 of 17 2) 4-1/32 inch+9.32 for 1-inch diameter f. Cylindrical Plug Type 1) Provide O-ring seal at top and bottom. a) O-ring at top only is acceptable if bottom of curb stop body is closed. 2) Seals shall be Buna N. 3) 1 O-ring seal shall surround the outlet port of the curb stop and act to effectively seal in the closed position. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. b) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. g. Tapered Plug Type 1) Provide O-ring seal at top and bottom. 2) The tapered plug and cylindrical recess in the valve body shall be machined to match within approved manufacturing tolerances. 3) Inlet and outlet ports shall be sealed by 0-rings or combination Teflon U- shaped seal rings backed with 0-rings. 4) The port in the plug shall provide a straight through,full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. 6) Design the curb stop to provide ease and accuracy of operation and positive shut-off of water. h. Ball Plug Type 1) Provide double O-ring seals on the stem. 2) The ball shall seal against rubber rings mounted in the valve body at the inlet and outlet ports. 3) The ball shall be bronze with a smooth Teflon coating. 4) The port in the plug shall provide a straight through, full size flow way, so shaped as to eliminate turbulence. 5) All waterways shall be smooth and free of burrs or rough areas. i. Provide lead-free curb stops in accordance with the Reduction of Lead in Drinking Water Act. 5. Straight Adapters a. Brass castings and threads per AWWA C800 b. Provide lead-free straight adapters in accordance with the Reduction of Lead in Drinking Water Act. 6. Three Part Copper Unions a. Brass castings and threads per AWWA C800 b. Provide lead-free Three Part Copper Unions in accordance with the Reduction of Lead in Drinking Water Act. 7. Straight Meter Couplings a. Brass castings per AWWA C800 b. Threads per AWWA C700 c. Tailpiece with outside iron pipe thread d. Chamfer corners on threaded end of meter nut. e. Machine inside and outside of tailpiece. f Provide lead-free Straight Meter Couplings in accordance with the Reduction of Lead in Drinking Water Act. CITY OF FORT WORTH rYI6.cD9SIRF rRh.IAIRANDRHCON.NROCIKAMANDNEARSOUH$11F..MN.I).DIST.N&SS MAINIMI'ROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2017 33 12 10-9 WATERS ERVICES I-INCH TO 2-INCH Page 9 of 17 8. Branch Connections a. Brass castings per AWWA C800 b. Inlet and outlet connections per AWWA C800 c. Provide lead-free braneb connections in accordance with the Reduction of Lead in Drinking Water Act. 9. Service Saddles a. Castings 1) Brass or Nylon coated ductile iron castings per AWWA C800 2) Free of porosity with sharp edges removed 3) Saddle a) Form to fit firmly against side of maximum diameter of water main with approximately 180 degrees wrap around. 4) Outlet a) Design outlet boss for no thread distortion by bending moments. b) Tapped for taper threaded corporation stop conforming to AWWA C800. b. Straps 1) Conform to ASTM B98. 2) Form flat to fit uniformly against the wall of the water main. 3) Shall be double straps 4) Rod diameter not less than 518 inch flattened to 1 inch on one side. 5) Straps shall be threaded 5/8 inch(11-NC-2A)for a distance such that 1/2 inch remains after clamp is fully tightened on the pipe. 6) Chamfer strap ends to protect the starting threads. 7) The threads shall be full and free from shear. 8) 4-inch and larger pipe shall be in accordance with Section 33 12 25. c. Nuts 1) Bronze material a) Same material as straps 2) Dimensions equal to or larger than heavy hexagon nuts 3) Tapped 518 inch(11-NC-2B) d. Gaskets 1) Neoprene rubber material 2) Cemented to saddle and positioned to facilitate installation 10. Brass Flanged Angle Valve a. For 1 %Z-inch and 2-inch services b. Brass castings per AWWA C800 c. Valve Body with integral outlet flange and inlet wrenching flat d. Fit together key and body by turning key and reaming body 1) Key with O-ring seal seat at the upper end 2) Lap key and body Seat are to conform to corporation stop requirements of this Specification. 3) The outlet flange,shall contain an O-ring seat or a uniform flat drop-in flange gasket surface. 4) Drop-in flange gasket surface shall contain gasket retaining grooves milled circular about the axis of the flange. 5) The size of the outlet flange and the diameter and spacing of the bolt holes shall conform to AWWA C700, 6) The flange on 2-inch angle valves shall be double drilled to permit connection to 1 '/Z-inch meters. CITY OF FORT WORTH FY 16.CD9$I'R F.rr R RP.1 fR AND RECON.PROGRAM AND NEAR Sour"SI!)N MF:D.U!$'I'.%V&SS MAIN I MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 0?387 c 02445 Revised February 14,2017 331210-10 WATER SERVICES 1-INCH TO 2-INCH Page 10 of 17 7) The inlet port of the valve shall be tapered to conform to AWWA C800 taper pipe thread. 8) The key cap shall include a wrenching tee marked with a raised or recessed arrow to show whether the valve is open or closed. 9) Valve Assembly(main body,key,key cap) a) Brass material per AWWA C800 b) O-ring seal on the top of the key between the key and body seat c) Key cap shall complete the assembly by attaching to the key by means of a strong bronze pin with phosphor bronze spring washer(s) depressed between the key cap and the top of the valve main body. d) Provide with padlock wings for locking the valve in the closed position. e) There shall be a uniform application of cold water valve grease between the body and the key. f) The valve shall be capable of being easily opened and stopping lugs. g) The waterway through the valve shall be smooth and rounded for minimum pressure loss, and shall be free of burrs or fins. h) The valve shall be strong, well designed, neat in appearance,water- tight and entirely adequate for the intended purpose. i) Provide with either a high quality rubber drop-in gasket or an O-ring seal depending on the manufacturer's flange seal surface design choice. e. Provide lead-free brass flanged angle valves in accordance with the Reduction of Lead in Drinking Water Act. 11. Meter Boxes shall: a. Be constructed of- 1) £1) Polymer,black polyethylene material as defined in ASTM D883. a) Minimum wall thickness of 318-inch throughout with no blowing agents or foaming plastics b) Body shall be black throughout,blended at the time of manufacture, and shall have a molded recycled emblem with a minimum of 35 percent Post Industrial/Pre Consumer Recycled Content-verified with a Leed Product Documentation. c) Have a tensile strength greater than 1700 pounds per square inch(psi). d) Smooth edges and corners and be free from sharp edges so the unit can be handled safely without gloves. e) Exterior free from seams or parting lines. f) Have crush resistant ribbing along the outside of the box. g) Have a flange around the lid opening to help prevent settling and aide in adjustment to grade. h) Not to be installed in roadway—designed to withstand loading in non- deliberate and incidental tratific only. 2) Concrete a) Frame of No. 6 gauge wire welded closed b) Type I or Type II Portland cement, in accordance with ASTM C150, portioned with lightweight aggregate, in accordance with ASTM C330 (1) Percentage of wear not to exceed 40 per ASTM Cl 31 (2) Minimum 28 day compressive strength of 3,000 psi b. Be able to withstand a minimum 15,000 pounds vertical load c. Withstand a minimum 400 pounds sidewall load. d. Have pipe holes measuring a minimum of 2-1/2"x 3-1/4". e. 1-inch Standard Meter Box (Class A) CITY OF FORT WORTH EYI61CU9 STREET REPAIR ANI)RECON.PROORAM AND NEAR SOUTH SME WAX 01ST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2017 33 12 10-11 WATER SERVICES 1-INCH TO 2-INCH Page I 1 of 17 1) For use with services utilizing 5/8-inch x 3/4-inch, 3/-inch or 1-inch meter Single or Dual service meter. 2) Polymer a) Size: working of not less than 10 inches x 16 inches, 12 inches high 3) Concrete a) Size: working area not less than 10-inches x 16-inches, 12 inches high f. 2-inch Standard Meter Box (Class C) 1) For use with services utilizing 1-112-inch or 2-inch ,Single service meter. 2) Polymer a) Size: working area not less than 14-inches x 28-inches, 12 inches high 3) Concrete a) Size: working area not less than 15-inches x 26-1/2-inches, 12 inches high g. Bullhead Standard Meter Box (Class B) I) For use with services utilizing two 5/8-inch x 3/4-inch or %-inch or 1-inch Single service meter. 2) Polymer a) Size: working area not less than 15-inches x 18-inches, 12 inches high 3) Concrete a) Size: working area not less than 15-inches x 18-inches, 12 inches high 12. Meter Box Lid a. Meter Box Lids Shall: 1) Be solid throughout with reinforcing ribs. 2) Have City of Port Worth `Molly' logo molded into the lid. 3) Bear the Manufacturer's IS (name or logo)and Country of Origin. 4) Be designed both with and without AMI receptacles 5) Have a molded tread-plate 6) Seat securely and evenly inside the meter box and,shall not overlap the top edge of the meter box. 7) Have a molded pick bar for use by meter reading tool. 8) Have Automated Meter Infrastructure(AMT) snap locking slide mounts for number of meters/endpoints associated with meter box 9) Have an opening to accept the AMI end-point. Opening shall accommodate an endpoint with a 1-7/8 inches diameter. 10) Have recessed AMI end point area, to alleviate a trip hazard,centered over AMI slide mount. Recess area should be 4-112 inches in diameter and 3/8" deep. 11) Have built-in anti-flotation devices. b. Cast Iron or Ductile Iron 1) Lids for Concrete Meter Boxes shall be constructed out of a cast iron and meet RRF-621 specification. 2) Shall withstand a minimum vertical load of 15,000 pounds 3) Coat castings with a bituminous emulsified asphalt unless otherwise specified in the Contract Documents, ground smooth, and cleaned with shot blasting, to get a uniform quality free from strength defects and distortions. 4) Dimensions shall be within industry standards of±1/16 inch per foot. 5) Shall have a plug inserted in to the AMI receptacle to avoid water entering through opening until the AMI receptacle is used 6) Be a minimum of 1-3/4 inches thick at reinforcing ribs. CITY OF FORT WORTH "Y16<139 SIRKUHETAIR ANI)KWON.111ROOKAM AND NEAK SOU iTJ SIDE MY,[).DIST.%USS MAIN IMPROJI. Y16 119SIRK:UHKPAIRANI)KWON.I'ROOKAMANDNN.AKSOU'IY{SIDEMY;D.DIST.%USSMAINIMPROI'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14,2017 02387&02445 33 12 10-12 WATER SERVICES 1-INCH TO 2-INCH Page 12 of 17 7) Casting weights may vary f5 percent from drawing weight per industry standards. c. Plastic(Composite) 1) The lid shall : a) Constructed of Engineered Plastic as defined in ASTM D883 (1) Have a molded recycled emblem with a minimum of 50 percent Post Consumer Recycled and 50 percent Post Industrial/Pre Consumer Recycled Content- verified with a Leed Product Documentation. (2) Be designed to fit a concrete box/cast iron box in retrofit installations. (3) Have a tensile strength greater than 1700 psi. (4) Have a `knock-out"plug to accept the AMI end-point.Knock-out diameter shall be 1-7/8 inch diameter. A removable plug may be substituted for the knock-out plug. (5) Be constructed out of a composite material blend for maximum durability and corrosion resistance. (6) Be black throughout with no blowing agents or foaming plastics (7) Smooth edges and corners and be free from sharp edges so the unit can be handled safely without gloves. (8) Exterior free from seams or parting lines. (9) Have a molded tread-pattern-tread dimensions shall be .188-inch x .938-inch x .150-inch deep. (10) Have"City of Fort Worth"molded into the lid. (11) Have"Water Meter"molded into the lid-Font shall be standard Fadal CNC font with 1-inch characters x .150-inch deep. (12) Have a molded pick hole pocket-dimensions shall be 3-inch x 9116-inch x Thru Hole with 3116-inch 304 stainless steel rod. (13) Have 2 pieces of/z-inch rebar located in lid pockets for locatability as shown in Drawings. (14) Have location capability using metal detector. b) Domestic Manufacture Only-Made in USA molded on Lid. c) Not to be installed in roadway or parking area d) Be designed to withstand H-10 loading for non-deliberate and incidental traffic only as . e) Have ultraviolet protection. 2) 1-inch Standard Plastic Meter Box Lid(Class A) a) For use with services utilizing 518-inch x 3/4-inch, Y4-inch or 1-inch meter Single or Dual service meter. b) Size: 11-7/8-inch x 17-718-inch, 1-1/2 inches high c) For use with Class A Standard Meter Box. d) Polymer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 3) 2-inch Standard Plastic Meter Box Lid(Class C) a) For use with services utilizing 1-112-inch or 2-inch Single service meter. b) Size 27-inches x 15-1/4-inches, 1-718 inches high c) For use with Class C Standard Meter Box. d) Polymer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. CITY OF FORT WORTH FY745fi1)951'RE IREPAIRANI)RECON.PROGRAMANI)NEARSOLITHSIDEMY;O.DIST.1V&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2017 331210-13 WATER SERVICES I-INCH TO 2-INCH Page 13 of 17 4) Bullhead Standard Plastic Meter Box Lid(Class B) a) For use with services utilizing two 518-inch x3/4-inch or 1/-inch or f- inch Single service meter: b) Size: 16-518-inch x 14-518-inch, 1-314 inches high c) For use with Class B Standard Meter Box. d) Polymer lid shall seat evenly inside meter box and shall not overlap the top edge of the meter box. 13. Horizontal Check Valve a. Equip I %2-inch and 2-inch Water Services with a horizontal check valve, with pipe plug, only if specified in the Drawings. b. If an existing backflow preventer is present, the Contractor is to leave it, and is not required to provide an additional horizontal check valve. c. Provide lead-free horizontal check valves in accordance with the Reduction of Lead in Drinking Water Act. 14. Service Marker a. 3 inch wide, 5 mil blue vinyl tape 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL A. Tests and Inspections 1. At the City's option, the manufacturer shall be required to provide certification records showing conformance of materials, design and testing to these Specifications. 2. The test procedures shall conform to AWWA C800. a. In the event that a chosen valve fails the City's hydrostatic test, the cost of the test shall be at the expense of the supplier. b. Proof testing of the remainder of the valves shall be at the cost and responsibility of the supplier. c. These tests will be the basis of acceptance or rejection of the remainder of the shipment by the City. 3. The City reserves the right to select products at random for testing, The failure of materials to conform to the applicable Specification may result in the rejection of the entire shipment, B. Marking 1. Service saddle castings shall be clearly marked by letters and numerals cast thereon showing: a. Manufacturer's name b. Type c. Size of Pipe PART 3 - EXECUTION 3.1 INSTALLERS A. A licensed plumber is required for installations on the outlet side of the service meter. CITY OF FORT WORTH "y I6'CI)9 SrRPTA'AFTAIR AND RECON.PROGRAM AND N�.AR SOUTH SIDY.MPD,111ST..W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2017 33 12 10-14 WATER SERVICES 1-INCH TO 2-INCH Page 14 of 17 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. General 1. Install Water Services and appurtenances in accordance with AWWA C800. 2. Install Water Service Lines 5 feet north or east of center of lot frontage on lots 75 feet or wider,or where shown on Drawings. 3. Install Water Service Lines on lot center line on lots less than 75 feet wide,unless otherwise shown on the Drawings. 4. Install services at a minimum depth of 36 inches below final grade/proposed top of curb,unless otherwise specified in the Contract Documents. 5. Perform leak tests in accordance with Section 33 04 40. 6. Replace existing 3/4-inch Service Lines with 1-inch new Service Line, tap,and corporation. 7. Install replaced or relocated services with the service main tap and service line being in line with the service meter,unless otherwise directed by the City. 8. Excavate,embed and backfill trenches in accordance with Section 33 05 10, B. Handling 1. Haul and distribute Service Lines fittings at the project site and handle with care to avoid damage. a. Inspect each segment of Service Line and reject or repair any damaged pipe prior to lowering into the trench. b. Do not handle the pipe in such away that will damage the pipe. 2. At the close of each operating day: a. Keep the pipe clean and flee of debris, dirt,animals and trash—during and after the laying operation. b. Effectively seal the open end of the pipe using a Basketed night cap. C. Service Line Installation 1. Service Taps a. Only ductile iron pipe may be directly tapped. b. Install service taps and/or tap assemblies of the specified size as indicated on the Drawings,or as specified by the Engineer. c. Perform taps on a water system that is either uncharged or under pressure. d. Taps consist of: 1) For Concrete Pressure Pipe or Steel Pipe a) Standard internal pipe threaded holes in the pipe walls (1) Made during pipe fabrication (2) Provide tapered threaded outlet with cc threads for up to 2-inch. (3) Provide flange outlet with flange to thread insulator adaptor kits for 4-inch and larger taps. 2) Other pipe materials a) Bronze service clamp with a sealed,threaded port through which the pipe wall is drilled to complete a service port e. Tap Assemblies 1) Consist of corporation stop with iron to copper connection attached to: CITY OF FORT WORTH FYI6-CI)9 SIREEP REPAIR ANO RECON.PROOR AM ANI)NEAR S01-11"SII)E MFI).01ST.1V&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 03387&02445 Revised February 14,2017 331210.15 WATER SERVICES 1-INCH TO 2-INCH Page 15 of]7 a) Copper tubing terminating as shown on the City's Standard Detail b) May be required adjacent to gate valves c) Install as shown on the Drawings, or as directed by the Engineer. d) When required, shall be included in the unit price bid for installing gate valve, 2) Chlorination and testing purposes a) No separate payment will be made for taps required for testing and chlorination. 2. Installation of Water Services a. Install tap and Service Line in accordance with City Details. b. Install meter box in accordance with City Details, 1) Adjustment of the Service Line to proper meter placement height shall be considered as part of the Meter Box installation. 3. Trenching a. Provide a trench width sufficiently wide to allow for 2 inches of granular embedment on either side of the Service Line. 4. Bored Services a. Services shall be bored utilizing a pilot hole having a diameter V-2 inch to 3/4 inches larger than the Service Line, 5. Arrangement a. Arrange corporation stops,branches, curb stops,meter spuds, meter boxes and other associate appurtenances as shown in the City Detail, and to the approval of the Engineer. 6. Service Marker a. When Meter Box is not installed immediately subsequent to service installation: 1) Mark Curb Stop with a strip of blue vinyl tape fastened to the end of the service and extending through the backfill approximately 6 inches above ground at the Meter Box location. b. Installation of service taps only: 1) Attach service marker tape to the corporation stop or plug and extend upward and normal to the main through the backfill at the adjacent trench edge to at least 6 inches above ground to flag the tap location. 7. Corporation stops a. Fully open corporation stop prior to backfill. D. Removal of Existing Water Meters 1. Remove, tag and collect existing Water Service meter for pickup by the City for reconditioning or replacement. 2. After installation of the Water Service in the proposed location and receipt of a meter from the City inspector, install the meter. 3. Reset the meter box as necessary to be flush with existing ground or as otherwise directed by the City. 4. All such work on the outlet side of the service meter shall be performed by a licensed plumber. CITY OF FORT WORTH I`yI&CIYg SIRVT"r RX;'AIR AND RECON,PROGRAM AN I}NEAR SOUTH SIDE MP14.DIST,1V&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&01445 Revised February 14,2017 33 12 10-16 WATER SERVICES 1-INCH TO 24NCH Page 16 of 17 3.5 REPAIR 1 RESTORATION [NOT USED] 3.6 RE-INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Field Tests and Inspections 1. Check each Water Service installation for leaks and full flow through the curb stop at the time the main is tested in accordance with Section 33 04 40. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH FY16.cv9&rurf r RePAIK AND RECON.PROGRAM AND NEAR SOUTH SIIIT:MED.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2017 33 12 10-17 WATER SERVICES]-INCH TO 2-INCH Page 17 of 17 Revision Lag DATE NAME SUMMARY OF CHANGE Added Blue Text for clarification 1.2 A.—Revision to items included in price bid Specification modified to be in accordance with the Reduction of Lead in Drinking 12/20/2012 D.Johnson Water Act—All materials shall be lead free in accordance with this Act. 1.2.A.3—Water Meter Service Relocate was renamed Water Meter Service Reconnect 1.6.8.—added certification submittals for compliance with regulatory requirements Added the phrase`,including grass'to lines; Part 1, 1.2.A.Le.14,Part], 1.2.A.2.c.13,Pail 1, 1.2.A.2.c.13,Part 1,1.2.A.3.c.11, 2/13/2013 F.Griffin Part], 1.2.A.4.c.I I Added the phrase`and replacement'to line Part 1,1.2.A.4.c.7 Revised lines with`including grass'replacing with`excluding grass(seeding, 4/26/2013 F.Griffin sodding orhydromuichingpaid separately)' Included in Part 1, 1.2,A, 1,c, 14; Part 1, 1.2,A,2,c, 13;Part 1, 1.2,A,3,c, 11; Part 1, 1.2,A,4,2, 11 6/19/2013 D.John1.2•AA.c—Addition of private water service appurtenances relocation to being Johnson included in the linear foot price of Private water services 11/21/2016 W.Norwood Require meter box suitable for AMI meter.2.2,C, 1 1 &2.2,C,12 11/21/2016 W.Norwood Require service saddle with double straps.2.2,C,9,b 2/14/17 W.Norwood 2.2,C,9.a.3 Remove table"Fit Contour of pipe..." 2/14/17 W.Norwood 3.4,C, IA.(2)Remove nylon sleeve inserts,require cc threads. CITY OF FORT WORTH Fy IGLI)9 S IHRI T RF;WR AND HIICON.PROGRAM AN D N KAR SOU'T'H SIDE MF;I).DIST.%V&SS MAIN I MPROY. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 14,2017 331211 -1 LARGE.WATER METERS Page I of4 1 SECTION 33 12 11 2 LARGE WATER METERS 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Large Water Meter, Vault, Bypass and Appurtenances (3-inch and larger) 7 B. Products Installed but Not Furnished Under This Section 8 1. Water Meter and Strainer 9 C. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 D. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 13 Contract 14 2. Division 1 —General Requirements 15 3. Section 03 80 00—Modifications to Existing Concrete Structures 16 4. Section 33 06 16—Concrete Water Vaults 17 5. Section 33 11 10—Ductile Iron Pipe 18 6. Section 33 11 11 —Ductile Iron Fittings 19 7. Section 33 12 10—Water Services 1-inch to 2-inch 20 S. Section 33 12 20—Resilient Seated Gate Valve 21 9. Section 33 12 50—Water Sample Stations 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Measurement 25 a. Measurement for this Item shall be per each. 26 b. Measurement includes meter,vault,piping,appurtenances, and bypass line 27 (from upstream tee to downstream tee). 28 1) Piping upstream of bypass line tee is measured and paid separately as water 29 pipe,by size. 30 2) Piping downstream of bypass line tee is measured and paid separately as 31 water pipe,by size. 32 a) Any licensing requirements for plumbing installation are included in 33 this item's measurement. 34 2. Payment 35 a. The work performed and the materials furnished in accordance with this Item 36 shall be paid for at the unit price bid per each"Water Meter and Vault" 37 installed for: 38 1) Various meter sizes 39 3. The price bid shall include: CITY OF FORT WORTH YY16-CIY "XFVI'REPAIK AND RECON.PROGRAM AND NEAR SOU'I'"SK)F.MF:I).f)IS'I'.W&M MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&01445 Revised December 20,2012 33 12 11 -2 LARGE WATER METERS Page 2 ofq I a. Excavation 2 b. Pre-cast concrete vault and appurtenances 3 c. Crushed rock foundation 4 d. Access hatch 5 e. Piping and appurtenances 6 £ Fittings 7 g. Horizontal thrust blocking 8 h. Sample station and appurtenances 9 i. Flushing points and appurtenances 10 j. Installation of Compound Water Meter with Strainer 11 k. Reinforced Concrete Pipe Sump 12 1. Reconnection of Service 13 m. Backfill 14 n. Pavement removal 15 o. Hauling 16 p. Disposal of excess material 17 q. Placement and compaction of backfill 18 r. Plumbing Licensing requirements 19 S. Clean-up 20 t. Concrete Filled Steel Pipe Bollards as required 21 u. Surface restoration around perimeter of water meter vault and piping as 22 required. 23 1.3 REFERENCES [NOT USED] 24 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 25 1.5 SUBMITTALS 26 A. All submittals shall be in accordance with Section 0133 00. 27 B. All submittals shall be approved by the City prior to delivery. 28 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 29 A. Product Data 30 1. Precast Concrete Vault 31 2. Piping 32 3. Sample Station 33 4. Isolation Valves 34 5. Sample Tap and appurtenances 35 6. Hatch 36 1.7 CLOSEOUT SUBMITTALS [NOT USED] 37 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 38 1.9 QUALITY ASSURANCE [NOT USED] 39 1.10 DELIVERY, STORAGE,AND HANDLING[NOT USED] 40 1.11 FIELD [SITE] CONDITIONS [NOT USED] CITY OF FORT WORTH FY 16-0095 REKTREPAIR ANI)RECON.PROGRAM AND NVAR SOUTH SIDE.MED,DIST.N&SSMAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 331211-3 LARGE WATER METERS Page 3 of 4 1 1.12 WARRANTY 2 A. Manufacturer Warranty 3 1. Manufacturer's warranty shall be in accordance with Division 1. 4 PART2- PRODUCTS 5 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLTEDPRODUCTS [NOT USED] 6 2.2 EQUIPMENT, PRODUCT TYPES,MATERIALS 7 A. Materials 8 1. Precast Concrete Vault—Conform to Section 33 05 16 9 2. Gate Valves--Conform to Section 33 12 20 10 3. Ductile Iron Pipe—Conform to Section 33 11 10 11 4. Ductile Iron Fittings—Conform to Section 33 11 11 12 5. Sample Station—Conform to Section 33 12 50 13 6. Sample and flushing point taps—Conform to Section 33 12 10 14 7. Hatch—Conform to Section 33 05 16 15 B. Meter and Strainer 16 1. Furnished by City 17 2.3 ACCESSORIES [NOT USED] 18 2.4 SOURCE QUALITY CONTROL [NOT USED] 19 PART 3 - EXECUTION 20 3.1 INSTALLERS (NOT USED] 21 3.2 EXAMINATION 22 A. Evaluation and Assessment 23 1. Verify lines and grades are in accordance to the Drawings. 24 3.3 PREPARATION [NOT USED] 25 3.4 INSTALLATION 26 A. Install vault in accordance with manufacturer's recommendations and in accordance 27 with Section 33 05 16. 28 B. Pipe Penetrations 29 1. Conform to Section 03 80 00. 30 C. Meter 31 1. Obtain meter and strainer from City Field Operations Warehouse. CITY OF FORT WORTH FY 16LD9 SXREKTRFPAIR AND RECON.PROOR AM AND NEAR SOUTH SIDI'.MFD.DISI'.N&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 12 11 -4 LARGE WATER METERS Page of4 1 3.5 REPAIR/RESTORATION[NOT USED] 2 3.6 RE-INSTALLATION [NOT USED] 3 3.7 FIELD QUALITY CONTROL[NOT USED] 4 3.8 SYSTEM STARTUP [NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3,10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES [NOT USED] 8 3.12 PROTECTION [NOT USED] 9 3.13 MAINTENANCE [NOT USED] 10 3.14 ATTACHMENTS [NOT USEDI 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 CITY OF FORT WORTH FY16-0119 srRF'.E:PKY:PAIR AND RECON.PRMRAM AND NEAR SOU"01 SIDE MF:D.DIST'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 331225-1 CONNECTION TO EXISTING WATER MAINS Page 1 Of 8 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 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 14 Contract 15 2. Division 1 General Requirements 16 3. Section 33 04 40—Cleaning and Acceptance Testing of Water Mains 17 4. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 18 5, Section 33 05 30 Location of Existing Utilities 19 6. Section 33 11 05—Bolts,Nuts,and Gaskets 20 7. Section 33 11 10 Ductile Iron Pipe 21 1.2 PRICE AND PAYMENT PROCEDURES 22 A. Measurement and Payment 23 1. Connection to an existing unpressurized Fort Worth Water Distribution System 24 Main that does not require the City to take part of the water system out of service 25 a. Measurement 26 1) This Item is considered subsidiary to the water pipe being installed. 27 b. Payment 28 1) The work performed and the materials furnished in accordance with this 29 Item are subsidiary to the unit price bid per linear foot of water pipe 30 complete in place, and no other compensation will be allowed. 31 2. Connection to an existing pressurized Fort Worth Water Distribution System Main 32 that requires a shutdown of some part of the water system 33 a. Measurement 34 1) Measurement for this Item shall be per each connection completed. 35 b. Payment 36 1) The work performed and the materials furnished in accordance with this 37 Item shall be paid for at the unit price bid per each"Connection to Existing 38 Water Main" installed for: 39 a) Various sizes of existing water distribution main CITY OF FORT WORTH 4 Y I6-CIM s'IRF;F:1'k FTAIK ANTI RF:CON.1'ROGR AM AND NEAR BOUT"SIDE.MED.IIISF.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised Vebruary 6,2013 331225-2 CONNECTION TO EXISTING WATER MAINS Page 2 O 8 1 c. The price bid shall include all aspects of making the connection including,but 2 not limited to: 3 1) Preparing submittals 4 2) Dewatering 5 3) Exploratory excavation(as needed) 6 4) Coordination and notification 7 5) Remobilization 8 6) Temporary lighting 9 7) Polyethylene encasement 10 8) Make-up pieces 11 9) Linings 12 10) Pavement removal 13 11) Excavation 14 12) Hauling 15 13) Disposal of excess material 16 14) Clean-up 17 15) Cleaning 18 16) Disinfection 19 17) Testing 20 3. Connection to an existing pressurized Fort Worth Water Distribution System Main 21 by Tapping Sleeve and Valve: 22 a. Measurement 23 1) Measurement for this Item shall be per each connection completed. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item shall be paid for at the unit price bid per each"Tapping Sleeve and 27 Valve"installed for: 28 a) Various sizes of connecting main 29 b) Various sizes of existing water distribution main 30 c. The price bid shall include all aspects of making the connection including,but 31 not limited to: 32 1) Preparing submittals 33 2) Dewatering 34 3) Exploratory excavation(as needed) 35 4) Coordination and notification 36 5) Tapping Sleeve and Tapping Valve 37 6) Remobilization 38 7) Temporary lighting 39 8) Polyethylene encasement 40 9) Make-up pieces 41 10) Linings 42 11) Pavement removal 43 12) Excavation 44 13) Hauling 45 14) Disposal of excess material 46 15) Clean-up 47 16) Cleaning 48 17) Disinfection 49 18) Testing CITY OF FORT WORTH FY16-CIYJ 3rKF.r.r kF1'AIR AND RECON.PROOK AM AND NEAR SOU'IYi SIDE MY,D,DISI:IMS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUM ENTS 023&7&02445 Revised February 6,2013 331225-3 CONNECTION TO EXISTING WATER MAINS Page 3 of 8 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification, unless a date is specifically cited. 6 2. American Society of Mechanical Engineers(ASME): 7 a. B16.1, Gray Iron Pipe Flanges and Flanged Fittings Classes 25, 125 and 250) 8 3. ASTM International (ASTM): 9 a. A36, Standard Specification for Carbon Structural Steel. 10 b. A193, Standard Specification for Altoy-Steel and Stainless Steel Bolting for I 1 High Temperature or High Pressure Service and Other Special Purpose 12 Applications 13 c. At 94, Specification for Carbon and Alloy Steel Nuts for Bolts for High 14 Pressure or High Temperature Service, or Both 15 d. A242, Standard Specification for High-Strength Low-Alloy Structural Steel. 16 e. A283, Standard Specification for Low and Intermediate Tensile Strength 17 Carbon Steel Plates. 18 f. A285, Standard Specification for Pressure Vessel Plates,Carbon Steel,Low- 19 and Intermediate-Tensile Strength. 20 g. B117, Standard Practice for Operating Salt Spray(Fog) Apparatus. 21 h. D2000, Standard Classification System for Rubber Products in Automotive 22 Applications. 23 4, American Water Works Association(AWWA): 24 a. C200, Steel Water Pipe-6 IN and Larger. 25 b. C207, Steel Pipe Flanges for Waterworks Service—Sizes 4 IN through 144 TN. 26 c. C213,Fusion-Bonded Epoxy Coating for the Interior and Exterior of Steel 27 Water Pipelines. 28 d. C223,Fabricated Steel and Stainless Steel Tapping Sleeves. 29 5, American Water Works Association/American National Standards Institute 30 (AWWA/ANSI): 31 a. CI05/A21.5,Polyethylene Encasement for Ductile-Iron Pipe Systems. 32 b. C111/A21.11,Rubber-Gasket Joints for Ductile-Iron Pressure Pipe and 33 Fittings. 34 e. CI 15A21/15,Flanged Ductile-Tron Pipe with Ductile Iron or Gray-Iron 35 Threaded Flanges. 36 6. NSF International (NSF): 37 a. 61,Drinking Water System Components—Health Effects. 38 7. Manufacturers Standardization Society of the Valve and Fitting Industry Inc. 39 (MSS): 40 a. SP-60,Connecting flange Joint Between Tapping Sleeves and Tapping Valves. 41 1.4 ADMINISTRATIVE REQUIREMENTS 42 A. Pre-installation Meetings 43 1. Required for any connections to an existing,pressurized 16-inch or larger City 44 water distribution system main that requires a shutdown of some part of the water 45 system CITY OF FORT WORTH FY F6-CIM SIRE E f KrPAIK ANE)P ECON.PROOK AM AND NEAR SOU'Il1 SIDK MEI).INSP.W&SS MAIN IMPKOV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 6,2013 331225-4 CONNECTION TO EXISTING WATER MAINS Page 4 of 8 1 2. May also be required for connections that involve shutting water service off to 2 certain critical businesses 3 3. Schedule a pre-installation meeting a minimum of 3 weeks prior to proposed time 4 for the work to occur. 5 4. The meeting shall include the Contractor,City Inspector and City Valve Crew. 6 5. Review work procedures as submitted and any adjustments made for current field 7 conditions. 8 6. Verify that all valves and plugs to be used have adequate thrust restraint or 9 blocking. 10 7. Schedule a test shutdown with the City. 11 8. Schedule the date for the connection to the existing system. 12 B. Scheduling 13 1. Schedule work to make all connections to existing 16-inch and larger mains: 14 a. During the period from November through April,unless otherwise approved by 15 the City 16 b. During normal business hours from Monday through Friday, unless otherwise 17 approved by the City 18 2. Schedule City Valve Crew by 1:00 P.M.a minimum of I business day prior to 19 planned disruption to the existing water system. 20 a. In the event that other water system activities do not allow the existing main to 21 be dewatered at the requested time, schedule work to allow the connection at an 22 alternate time acceptable to the City. 23 1) If water main cannot be taken out of service at the originally requested 24 time, coordination will be required with the City to discuss rescheduling 25 and compensation for mobilization. 26 2) No additional payment will be provided if the schedule was altered at the 27 Contractor's request. 28 1.5 SUBMITTALS 29 A. Submittals shall be in accordance with Section Of 33 00, 30 B. All submittals shall be approved by the City prior to delivery and/or fabrication for 31 specials. 32 1.6 ACTION SUBNIITTALS/INFORMATIONAL SUBMITTALS 33 A. Product Data,if applicable 34 1. Tapping Sleeve noting the pressure rating and coating system supplied including: 35 a. Dimensions,weights, material list,and detailed drawings 36 b. Maximum torque recommended by the manufacturer for the valve by size 37 B. Submittals 38 1. Provide a detailed sequence of work for 16-inch, or larger, connections if required 39 by City that includes: 40 a. Results of exploratory excavation 41 b. Dewatering 42 c. Procedure for connecting to the existing water main CITY OF FORT WORTH F'Y 16-CE)9 S'IVF:I I'RFPAIR AN D R F;CON.PROGR AM AND NEAR SOUTH S II)F:MF I).D]S"1'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 6,2013 33 1225-5 CONNECTION TO EXISTING WATER MAINS Page 5 of 8 1 d. Time period for completing work from when the water is shutdown to when 2 the main is back in service 3 e. Testing and repressurization procedures 4 2. Welders that are assigned to work on connection to concrete cylinder or steel pipe 5 must be certified and provide Welding Certificates, upon request, in accordance 6 with AW WA C200. 7 1.7 CLOSEOUT SUBMITTALS [NOT USED] 8 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 9 1.9 QUALITY ASSURANCE [NOT USED] 10 1.10 DELIVERY,STORAGE, AND HANDLING 11 A. Storage and Handling Requirements 12 1. Protect parts so that no damage or deterioration occurs during a prolonged delay 13 from the time of shipment until installation is completed. 14 2. Protect all equipment and parts against any damage during a prolonged period at the 15 site. 16 3. Protect the finished surfaces of all exposed flanges using wooden flanges, strongly 17 built and securely bolted thereto. 18 4. Protect finished iron or steel surfaces not painted to prevent rust and corrosion. 19 5. Prevent plastic and similar brittle items from being exposed to direct sunlight and 20 extremes in temperature. 21 6. Secure and maintain a location to store the material in accordance with Section 01 22 6600. 23 1.11 FIELD [SITE] CONDITIONS [NOT USED] 24 1.12 WARRANTY 25 A. Manufacturer Warranty 26 1. Manufacturer's warranty shall be in accordance with Division 1. 27 PART 2 - PRODUCTS 28 2.1 OWNER-FURNISHED lou] OWNER-SUPPLIED PRODUCTS [NOT USED] 29 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 30 A. Manufacturers 31 1. Only the manufacturers as listed by 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 0125 00. 36 B. Description 37 1, Regulatory Requirements CITY OF FORT WORTH r YI6•CI)9$DtF.RT REPAIR AND KFCON.PROGRAM AND NP.AR SOH'PH SIH.MYTH.I)IST.W&3S MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 6,2013 33 1225-6 CONNECTION TO EXISTING WATER MAINS Page 6 of 8 1 a. Tapping Sleeves shall meet or exceed AWWA C223 and the requirements of 2 this Specification. 3 b. All valve components in contact with potable water shall conform to the 4 requirements of NSF 61. 5 C. Tapping Sleeve Materials 6 1. Body 7 a. Body: Carbon Steel per ASTM A283 Grade C,ASTM A285 Grade C,ASTM 8 A36 Steel or equal 9 b. Finish: fusion bonded epoxy coating to an average 12 mil thickness. Fusion 10 applied per AWWA C213. 11 c. All buried tapping sleeves shall be provided with polyethylene encasement in 12 accordance with AWWA/ANSI C105/A21.5. 13 1) Polyethylene encasement shall be in accordance with Section 33 11 10. 14 2. Flange 15 a. Carbon Steel per ASTM A36 in accordance with AWWA C207 and ASME 16 B16.1 Class 125. 17 b. Recessed for tapping valve per MSS SP-60 18 3. Bolts and Nuts 19 a. Flanged Ends 20 1) Meet requirements of AWWA Cl 15 or AWWA C207 depending on pipe 21 material. 22 2) Provide bolts and nuts in accordance with Section 33 11 05. 23 4. Gaskets 24 a. Provide gaskets in accordance with Section 33 11 05. 25 5. Test Plug 26 a. Y4-inch NPT carbon steel with square head and fusion bonded epoxy coating 27 2.3 ACCESSORIES [NOT USED] 28 2.4 SOURCE QUALITY CONTROL [NOT USED] 29 PART 3 - EXECUTION 30 3.1 INSTALLERS [NOT USED] 31 3.2 EXAMINATION 32 A. Verification of Conditions 33 1. Verify by exploratory excavation, if needed, that existing water main is as depicted 34 in the Drawings and that the location is suitable for a connection to the existing 35 water main. 36 a. Excavate and backfill trench for the exploratory excavation in accordance with 37 3305 10. 38 2. Verify that all equipment and materials are available on—site prior to the shutdown 39 of the existing main. 40 3. Pipe lines shall be completed, tested and authorized for connection to the existing 41 system in accordance with Section 33 04 40. CITY OF FORT WORTH F Y 16-CI)9&iW r.F.T KIS{'AIR AND RECON.VKOGR AM AND NEAR SOUTH SOFMVI).INS7.W&SS MAIN I MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387 c&02445 Revised February 6,2013 331225-7 CONNECTION TO EXISTING WATER MAINS Page 7 of 8 1 3.3 PREPARATION [NOT USED] 2 3.4 INSTALLATION 3 A. General 4 1. Upon disruption of the existing water main, continue work until the connection is 5 complete and the existing water main is back in service. 6 B. Procedure 7 1. Expose the proposed connection point in accordance with Section 33 05 10. 8 2. Dewater the existing water line so the chlorinated water is not unlawfully 9 discharged. 10 3. Maintain the water that may bleed by existing valves or plugs during installation 11 within the work area to a reasonable level. 12 a. Control the water in such away that it does not interfere with the proper 13 installation of the connection or create a discharge of chlorinated water. 14 4. If any discharge of chlorinated water occurs,discharged water shall be de- 15 chlorinated in accordance with Section 33 04 40 16 5. Cut and remove existing water main in order to make the connection. 17 6. Verify that the existing pipe line is suitable for the proposed connection. 18 7. Place trench foundation and bedding in accordance with 33 05 10. 19 8. In the event that a tapping sleeve and valve is used, the coupon from the existing 20 water main shall be submitted to the City. 21 9. Prevent embedment,backfill, soil,water or other debris form entering the pipeline. 22 10. Establish thrust restraint as provided for in the Drawings. 23 11. Clean and disinfect the pipeline associated with the connection in accordance with 24 Section 33 04 40. 25 12. Place embedment to the top of the pipe zone. 26 13. Request that the City Valve Crew re-pressurize the pipeline. 27 14. Directionally flush the connection in accordance with Section 33 04 40. 28 15. Request that City Valve Crew open all remaining valves. 29 3.5 REPAIR/RESTORATION [NOT USED] 30 3.6 RE-INSTALLATION [NOT USED] 31 3.7 FIELD loR] SITE QUALITY CONTROL [NOT USED] 32 3.8 SYSTEM STARTUP [NOT USED] 33 3.9 ADJUSTING [NOT USED] 34 3.10 CLEANING [NOT USED] 35 3.11 CLOSEOUT ACTIVITIES [NOT USED] 36 3.12 PROTECTION [NOT USED] 37 3.13 MAINTENANCE [NOT USED] CITY OF FORT WORTH FY16-CD9 SIHN.t:rRFPAIR ANTI RECON.PROOR AM ANI)NEAR SOU'T'H SIDE MKI).DIST,1V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 6,2013 331225-8 CONNECTION TO EXISTING WATER MAINS Page 8 of 8 1 3.14 ATTACHMENTS [NOT USED] 2 END OF SECTION 3 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 L2/6/2013 D.Townsend 3.4.B.4 Modified to refer to Section 33 04040 4 CITY OF FORT WORTH FY16-CD9 SIXEF.'I'RN.PAIR AND RF',CpN.PROORAMANU NEAR SOUTH SII)r MF;[7.DISI'.1Y&.$$MAIN I MPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised February 6,2013 33 31 12-1 CURED IN PLACE PIPE(CIPP) Page 1 of 7 1 SECTION 33 31 12 2 CURED IN PLACE PIPE(CIPP) 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Cured in Place Pipe(CIPP) 6-inch through 60-inch for gravity sanitary sewer 7 rehabilitation 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1 —General Requirements 13 3. Section 33 01 30—Sewer and Manhole Testing 14 4, Section 33 01 31 —Closed Circuit Television(CCTV)Inspection 15 5. Section 33 03 10—Bypass Pumping of Existing Sewer Systems 16 6. Section 33 04 50—Cleaning of Sewer Mains 17 7. Section 33 31 50—Sanitary Sewer Service Connections and Service Line 18 1.2 PRICE AND PAYMENT PROCEDURES 19 A. Measurement and Payment 20 1. Cured in Place Pipe(CIPP) 21 a. Measurement 22 1) Measured horizontally along the surface from center line to center line of 23 the manhole or appurtenance 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under"Measurement"will be paid for at the unit 27 price bid per linear foot for"CIPP"installed for: 28 a) Various sizes 29 c. The price bid shall include: 30 1) Mobilization 31 2) Furnishing and installing CIPP as specified by the Drawings 32 3) Hauling 33 4) Disposal of excess material 34 5) Clean-up 35 6) Cleaning 36 7) Testing 37 2. Service Reconnection, CIPP 38 a. Measurement 39 1) Measurement for this Item shall be per each service reconnected. 40 b. Payment CITY OF FORT WORTH TY1(..CDI)SIXEETRFPAIR ANTI RECON.PROORAM ANI)NN.AR SOUTH SMEMPA).DIST.W&M MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 3331 12-2 CURED IN PLACE PIPE(CIDP) Page 2 of 7 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"will be paid for at the unit 3 price bid per each"Service Reconnection, CIPP". 4 c. The price bid shall include: 5 1) Mobilization 6 2) Furnishing and installing CIPP as specified by the Drawings 7 3) Hauling 8 4) Disposal of excess material 9 5) Clean-up 10 6) Cleaning 11 7) 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 Association of State Highway and Transportation Officials(AASHTO). 18 3. ASTM International (ASTM): 19 a. D5813, Standard Specification for Cured-Ill-Place Thermosetting Resin Sewer 20 Piping Systems. 21 b. F 1216, Standard Practice for Rehabilitation of Existing Pipelines and Conduits 22 by the Inversion and Curing of a Resin-Impregnated Tube. 23 c. F1743,Standard Practice for Rehabilitation of Existing Pipelines and Conduits 24 by Fulled-in-Place Installation of Cured-in-Place Thermosetting Resin Pipe 25 (CIPP). 26 4. International Organization for Standardization(ISO): 27 a. 9000, Quality Management System-Fundamentals and Vocabulary. 28 5. Occupational Safety and Health Administration(OSHA). 29 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 30 1.5 SUBMITTALS 31 A. Submittals shall be in accordance with Section 01 33 00. W 32 B. All submittals shall be approved by the City prior to delivery. 33 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 34 A. Product Data 35 1. Flexible Liner(tube) 36 a. Tabular summary by sewer segment noting required CIPP thickness per section 37 2. Resin 38 a. Technical data sheet showing physical and chemical properties 39 b. Test results of chemical resisting testing performed by resin manufacturer 40 B. Shop Drawings 41 1. Provide calculations to support CIPP design thickness after curing. List the 42 following criteria used for the calculations: 43 a. Assumed host pipe condition CITY OF FORT WORTH 4Y16-CD9 S I1RFT'I'9FTAIR ANI)RECON.PROOR AM AMD WAR SOUTH SIIV MF:I).INST.%V&SS MAfN IMPROL'. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 3331 12-3 CURED 1N PLACE PIPE(CIPP) Page 3 of 7 I b. Ground water table elevation 2 c. Depth of cover at deepest location 3 d. Modulus of soil stiffness 4 e. Long term modulus of elasticity 5 f. Live loading 6 g. Factor of safety against buckling 7 h. Assumed pipe ovality 8 C. Certificates 9 1. Furnish an affidavit certifying that all CIPP meets the provisions of this Section and 10 meets the requirements of above referenced ASTM standards. 11 D. Source Quality Control Submittals 12 1. Manufacturer to provide third party test results supporting the long term 13 performance and structural strength of the pipe being manufactured 14 1.7 CLOSEOUT SUBMITTALS [NOT USED] 15 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 16 1.9 QUALITY ASSURANCE 17 A. Qualifications 18 1. Manufacturing and Installation 19 a. Finished pipe shall be the product of 1 manufacturer. 20 b. Liner manufacturing operations shall be performed at I location. 21 c. The pipe manufacturer shall: 22 l) Have performed a minimum of 50,000 feet of successful installation in the 23 United States 24 2. All pipe furnished and installed shall be in conformance with and ASTM F1216(6- 25 inch through 60-inch). 26 B. Certifications 27 1. Manufacturing and Installation 28 a. Operate pipe manufacturing and installation under a quality management 29 system certified by third party ISO 9000. Provide proof of certification upon 30 request. 31 b. If Installer is different company than Manufacturer, then installer must provide 32 certification from the manufacturer that he/she is licensed and fully trained as 33 an installer of the product upon request. 34 1.10 DELIVERY,STORAGE,AND HANDLING 35 A. Storage and Handling Requirements 36 1. Follow manufacturer's recommendation on all storage and handling requirements. CITY OF FORT WORTH PYI6.ct)95 F'.rrRh:P.URANDRECON_PRoORAMAKD NEAR SOU"SIDI!MPI).DISC.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 3331 12-4 CURED 1N PLACE PIPE(CIPP) Page 4 of 7 1 1.11 -FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY [NOT USED] 3 PART 2 - PRODUCTS 4 2.1 OWNER-FURNISHED loR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 EQUIPMENT, PRODUCT TYPES AND MATERIALS 6 A. General 7 1. All pipe furnished and installed shall be in conformance with and ASTM 171216(6- 8 inch through 60-inch). 9 B. Manufacturer and Installers 10 1. Only the Manufacturer/Installers as listed in the City's Standard Products List will 11 be considered as shown in Section 01 60 00. 12 a. The Manufacturer/Installer must comply with this Specification and related 13 Sections. 14 2. Any product that is not listed on the Standard Products List is considered a 15 substitution and shall be submitted in accordance with Section 01 25 00. 16 C. Performance/Design Criteria 17 1. Liner(tube) 18 a. Design liner for a 50-year service life under continuous loading conditions. 19 b. Consider no bonding to the original pipe wall, 20 c. Base design on a fully deteriorated host pipe condition as defined in 21 ASTM F1216. 22 d. Calculate wall thickness per ASTM F1216 Appendix X1. 23 1) Assume the following values for the design: 24 a) Safety Factor(N)=2.0 25 b) Ovality(C)=5 percent 26 c) Enhancement Factor(K)=7.0 27 d) Groundwater Depth(H v)=per Drawings, feet 28 e) Soil Depth(H)=per Drawings, feet 29 t) Soil Modulus(E')= 1,000,psi 30 g) Soil Density(w)= 130 pounds per cubic foot 31 h) Live Load=ASSHTO HS 20 32 2) The minimum allowable wall thickness for fiberglass liner is 2.$ 33 millimeters and can be increased as necessary to meet ASTM F1216 34 Appendix X1 design formula. 35 3) The minimum allowable wall thickness for felt liner is 6.0 millimeters and 36 can be increased as necessary to meet ASTM F1216 Appendix X1 design 37 formula. 38 4) Fiberglass or felt products below the stated minimum wall thickness will 39 not be allowed under any circumstances. 40 D. Materials 41 1. Liner(tube), 42 a. The liner consists of absorbent non-woven felt or seamless spirally wound glass 43 fiber, CITY OF FORT WORTH YY16-CI)9&1'REE'I'NN,I•AIN AND RFCON,PROGRAM AND NEAR SOU'T'H SII)F IVIKO.DIST.W&SS MAIN WPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 3331 12-5 CURED IN PLACE PIPE(CI PP) Page 5 of 7 1 b. Construct liner to withstand installation pressures,have sufficient strength to 2 bridge missing pipe and stretch to fit irregular pipe sections. 3 c. The wet out liner shall have a relatively uniform thickness that when 4 compressed at installation pressures will equal or exceed the calculated 5 minimum design CIDP wall thickness. 6 d. Manufacture liner to a size that when installed will tightly fit the internal 7 circumference and length of the original pipe. Make allowance for 8 circumferential stretching during construction. 9 e. Manufacture to length necessary to fully span the distance between manholes. 10 Include sufficient amount of material for sealing at manholes and product 11 sample, if required. 12 f: The wall color of the interior pipe surface of CIPP after installation shall be a 13 light reflective color so that a clear, detailed examination with CCTV 14 inspection per Section 33 01 31 can be made. 15 2. Resin 16 a. The resin system will be manufactured by an approved company selected by the 17 CIPP liner manufacturer. Provide documentation of approval,if requested. 18 b. The resin system shall be corrosion resistant polyester or vinyl ester system 19 including all required catalysts and initiators that create a composite that 20 satisfies the requirements of ASTM F1216, ASTM D5813 and ASTM F1743. 21 c. The resin used shall produce a proper CIPP system,which will be resistant to 22 abrasion caused by solid, grit or sand. 23 2.3 ACCESSORIES [NOT USED] 24 2.4 SOURCE QUALITY CONTROL [NOT USED] 25 PART 3 - EXECUTION 26 3.1 INSTALLERS [NOT USED] 27 3.2 EXAMINATION [NOT USED] 28 3.3 PREPARATION [NOT USED] 29 A. Inspection 30 1. Prior to installation, conduct an inspection of the existing pipe identified for 31 rehabilitation along with the surrounding job site conditions. 32 2. Complete a Pre-CCTV inspection per Section 33 01 31. 33 3. Observe flows at different times of the date to determine or verify flow conditions 34 in preparation for bypass pumping. 35 4. Verify accessibility conditions and coordinate with city regarding easement access 36 and limitations. 37 5. Confirm full circumference of the host pipe prior to lining to ensure the pipe can be 38 rehabilitated without compromising the CIDP system. 39 13. Host Pipe Preparation 40 1. Clean the pipe per Section 33 04 50. 41 2. Inspect pipe as required by this Specification. CITY OF FORT WORTH FY16-CI79 S'I'RE.F I'RFI'AIR AND RECON.PROGRAM AND NEAR S00W SIDE ME..D.DIST,W&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 33 31 12-6 CURED IN PLACE PIPE(CIPP) Page 6 of 7 1 3. Prepare for bypass pumping per Section 33 03 10. 2 C. Liner(tube)Preparation 3 1. Resin Impregnation 4 a. Impregnate the liner in a saturation facility where the environment can be 5 consistently controlled, 6 b. Use sufficient quantity of resin to fill the volume of air voids in the tube with 7 additional allowances for polymerization shrinkage and the potential loss of 8 resin during installation through cracks and irregularities in the original pipe 9 wall. 10 c. Vacuum impregnate the resin utilizing a motorized pinch roller to set proper 11 thickness. 12 2. If transported to the site,refrigerate as necessary to maintain stable environment for 13 the impregnated liner, 14 3.4 INSTALLATION 15 A. Safety 16 1. Carry out operation in accordance with all OSHA and manufacturer's safety 17 requirements including, but not limited to, safety requirements involving confined 18 space entry. 19 B. Liner installation 20 1. The impregnated liner can be placed in the pipe by either direct inversion or the pull 21 in place method. 22 2. Follow ASTM F1216 Specification for direct inversion installation. 23 3. Follow ASTM F1743 Specification for pulled in place installation. 24 4. The finished CIPP should be continuous over the entire length of the run and be 25 smooth and free from substantial wrinkles, as well as defects and improper service 26 connections. 27 C. Curing 28 1. Curing of the CIPP may be done by water, steam or Ultra Violet(UV) light source, 29 depending on the liner type and resin. Each method must follow the 30 recommendation of the manufacturer, 31 2. Place a sufficient amount of temperature and/or monitoring gauges within the 32 system to insure curing throughout the liner is consistent and uniform. A minimum 33 of 2 gauges is required, 1 at each end of the liner. 34 3. Upon completion of the curing process provide the City with the monitoring data. 35 D. Reinstatement of lateral connections 36 1. Atter the liner pipe is cured in place have the lateral connections reinstated within 37 18 hours. 38 2. Reinstate the service by cutting the liner from the inside of the pipe. For small 39 diameter pipe a remote operated cutting device may be used. For larger pipe the 40 liner may be cut by hand. 41 3. An internal cut is considered acceptable if the bottom 1/3 of the opening matches 42 the existing tap invert, there are no jagged edges and a minimum of 95 percent of 43 the tap opening is restored. CITY OF FORT WORTH tYIG'CI)9 S'IRF:F;f RRPATR AND KWON.PROOR AM ANI)NKAR SOUTH S1IkF.MITIS.i)IS'f,W&5S MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 3331 12-7 CURED IN PLACE PIPE(CIPP) Page 7 of 7 1 4. Blind holes,over cutting and holes that miss the tap must be repaired to the 2 satisfaction of the City. 3 5. If additional work is required to restore the lateral connection outside of the pipe 4 follow the requirements of Section 33 3150, 5 3.5 REPAIR/RESTORATION [NOT USED] 6 3.6 RE-INSTALLATION [NOT USED] 7 3.7 FIELD loR] SITE QUALITY CONTROL 8 A. Field Tests and Inspections 9 1. Closed Circuit Television(CCTV)Inspection 10 a. Perform a Pre-CCTV and a Post-CCTV Inspection in accordance with Section 11 330134. 12 2. The inspection must be completed and the quality of installation must be acceptable 13 to the City prior to restoring services. 14 3. If the CIPP is deemed unacceptable by the City,provide a method of repair or 15 replacement for review and approval by the City. 16 3.8 SYSTEM STARTUP [NOT USED] 17 3.9 ADJUSTING[NOT USED] 18 3.10 CLEANING [NOT USED] 19 3.11 CLOSEOUT ACTIVITIES [NOT USED] 20 3.12 PROTECTION [NOT USED] 21 3.13 MAINTENANCE [NOT USED] 22 3.14 ATTACHMENTS [NOT USED] 23 END OF SECTION 24 Revision Log DATE NAME SUMMARY OF CHANGE 25 CITY OF FORT WORTH rYIG'CI]9SI'RF. rREPAIRANDRECON.PROGRAMANDNEARSOUTHSTUN.MED,DIS'r.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION!DOCUMENTS 02387&02445 Revised December 20,2012 33 31 50-1 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page I of 10 1 SECTION 33 3150 2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Sanitary sewer service connection, service line and 2-way cleanout from the main 7 to the right-of-way, as shown on the Drawings, directed by the Engineer and 8 specified herein for: 9 a. New Service 10 b. New Service(Bored) 11 c. Private Service Relocation 12 d. Service Reinstatement 13 B. Deviations from this City of Fort Worth Standard Specification 14 1. None. 15 C. Related Specification Sections include,but are not necessarily limited to: 16 1. Division 0—Bidding Requirements, Contract Forms and Conditions of the Contract 17 2. Division 1 —General Requirements 18 3. Section 33 05 10—Utility Trench Excavation, Embedment and Backfill 19 4. Section 33 11 10—Ductile Iron Pipe 20 5. Section 33 11 11 —Ductile Iron Fittings 21 6. Section 33 3120—Polyvinyl Chloride(PVC) Gravity Sanitary Sewer Pipe 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment[Items in this Section are intended to be combined for 24 specific project,situations. For example-Items I, 2 or 3 should be used alone for a 25 previously unserviced lot. Items I, 2 or 3,should be used in conjunction with Item 5 for 26 a service relocate where the new service is S feet or less from the existing service. 27 Items I or 2 should be combined with Items 4 and S for a service relocate where the 28 service is being moved more than S feet from the existing service J 29 1. New Sewer Service 30 a. Measurement 31 1) Measurement for this Item shall be per each"Sewer Service"complete in 32 place. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this item 35 will be paid for at the unit price bid per each"Sewer Service"installed for: 36 a) Various sizes 37 c. The price bid shall include: 38 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 39 the Drawings 40 2) Pavement removal 41 3) Excavation CITY OF FORT WORTH Y V 16.CD9 SER ErI'R F I-AIR AND RECON.PROC R AM AND N KAR$OU'I N SIDE.MF:I).DISI',1V&%MAIN I MPR()V. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised April 26,2013 333150-2 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 2 of 10 1 4) Hauling 2 5) Disposal of excess material 3 6) Tee connection to main 4 7) Fittings 5 8) 2-way cleanout and cap with concrete pad 6 9) Surface restoration, excluding grass(seeding, sodding or hydro-mulch paid 7 separately) 8 10) Furnishing,placing and compaction of embedment 9 11) Furnishing,placing and compaction of backfill 10 12) Clean-up 11 2. New Ductile Iron Sewer Service 12 a. Measurement 13 1) Measurement for this Item shall be per each Ductile Iron Sewer Service 14 complete in place. 15 b. Payment 16 1) The work performed and materials furnished in accordance with this Item 17 will be paid for at the unit price bid per each"DIP Sewer Service" installed 18 for: 19 a) Various sizes 20 c. The price bid shall include: 21 1) Furnishing and installing New DIP Sanitary Sewer Service Line as 22 specified by the Drawings 23 2) Pavement removal 24 3) Excavation 25 4) Hauling 26 5) Disposal of excess material 27 6) Tee connection to main 28 7) Fittings 29 8) 2-way cleanout and cap with concrete pad 30 9) Surface restoration, excluding grass(seeding, sodding or hydra-mulch paid 31 separately) 32 10) Furnishing,placing and compaction of embedment 33 11) Furnishing,placing and compaction of backfill 34 12) Clean-up 35 3. New Bored Sewer Service 36 a. Measurement 37 1) Measurement for this Item shall be per each Bored Sewer Service complete 38 in place. 39 b. Payment 40 1) The work performed and materials furnished in accordance with this Item 41 and measured as provided under"Measurement"will be paid for at the unit 42 price bid per each"Bored Sewer Service"installed for: 43 a) Various sizes 44 b) Various materials 45 c. The price shall include: 46 1) Furnishing and installing New Sanitary Sewer Service Line as specified by 47 the Drawings 48 2) Pavement removal 49 3) Excavation CITY OF FORT WORTH FYIGCD9$KF.V..I'RRPAIR AND RECON.PROGRAM AN D NEAR WUTH SIDE MEM DIST'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUiv1HNTS 02387&02445 Revised April 26,2013 3331 50-3 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 3 of 10 1 4) Hauling 2 5) Disposal of excess material 3 6) Tee connection to main 4 7) Service Line 5 8) Fittings 6 9) 2-way cleanout and cap with concrete pad 7 10) Surface restoration surrounding 2-way cleanout 8 11) Furnishing,placing and compaction of embedment and backfill 9 12} Clean-up 10 4. Private Service Relocation ll a. Measurement 12 1) Measured horizontally along the surface from center line to center line of 13 the fitting, manhole or appurtenance 14 b. Payment 15 1) The work performed and the materials furnished in accordance with this 16 Item and measured as provided under"Measurement"will be paid for at the 17 unit price bid per linear foot for"Private Sewer Service"installed for: 18 a) Various sizes 19 b) Various materials 20 c. The price shall include: 21 1) Obtaining appropriate Permit 22 2) Obtaining Right of Entry 23 3) Performing relocation as specified in the Drawings 24 4) Excavation 25 5) Hauling 26 6) Disposal of excess material 27 7) Service Line-private side by plumber 28 8) Fittings 29 9) Furnishing,placing and compaction of embedment 30 10) Furnishing,placing and compaction of backfill 31 11) Clean-up—surface restoration, excluding grass(seeding, sodding or hydro- 32 mulch paid separately) 33 5. Sewer Service Reconnection 34 a. Measurement 35 1) Measurement for this Item shall be per each"Sewer Service Reconnection" 36 complete in place from public service line connection to private service line 37 connection. 38 b. Payment 39 1} The work performed in conjunction with the relocation of a sewer service, 40 associated with private service line, fittings and cleanout 5 feet or less in 41 any direction from the centerline of the existing service line and the 42 materials furnished in accordance with this Item will be paid for at the unit 43 price per each"Sewer Service,Reconnection"performed for: 44 a) Various service sizes 45 c. The price bid shall include: 46 1) Private service line 47 2) Fittings 48 3) Private connection to sewer service 49 4) Pavement removal CITY OF FORT WORTH FY16•CIY9 SIREKTRNPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDEMED.DIST.W&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised April 26,2013 333150-4 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 4 of 10 1 5) Excavation 2 6) Hauling 3 7) Disposal of excess material 4 8) Surface restoration, excluding grass(seeding, sodding or hydro-mulch paid 5 separately) 6 9) 7 1 0) 8 11) Clean-up 9 6. 2-way Cleanout 10 a. Measurement 11 1) Measurement for this Item shall be per each when only a"2-way Cleanout" 12 is installed. 13 b. Payment 14 1) The work performed and the materials furnished in accordance with this 15 Item shall be paid for at the unit price bid per each "2-way Cleanout" 16 installed for: 17 a) Various sizes 18 b) Various materials 19 c. The price bid shall include: 20 1) Furnishing and installing the 2-way Cleanout and cap as specified in the 21 Drawings 22 2) Pavement removal 23 3) Concrete pad 24 4) Surface restoration, excluding grass (seeding,sodding or hydro-mulch paid 25 separately) 26 5) Hauling 27 6) Disposal of excess material 28 7) Furnishing,placing and compaction of backfill 29 8) Clean-up 30 7. Service Reinstatement 31 a. Measurement 32 1) Measurement for this Item shall be per each Reinstatement of Service 33 associated with the sewer main being rehabilitated by a trenchless method. 34 b. Payment 35 1) The work performed and materials furnished in accordance with this item 36 and measured as provided under"Measurement"will be paid for at the unit 37 price bid per each"Sewer Service,Reinstatement"for: 38 a) Various sizes 39 c. The price bid shall include: 40 1) Tap to existing main(if required) 41 2) Pavement removal 42 3) Excavation 43 4) Hauling 44 5) Disposal of excess material 45 6) Tee connection to main 46 7) Service line(if required) 47 8) Fittings 48 9) Furnishing,placing and compaction of embedment and backfill CITY OF FORT WORTH rY16-CIY9 S1'RKr(REPAW AND RECON.PROGRAM ANI)NEAR SOUTH SIDE MEI).I)IST.IV&$S MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised April 26,2013 333150-5 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 5 of 10 1 10) Clean-up--Surface restoration, excluding grass(seeding, sodding or hydro- 2 mulch paid separately)references 3 B. Definitions 4 1. New Service 5 a. New service applies to the installation of a service with connection to a new or 6 existing sewer main. 7 b. The service materials would include service line, fittings and cleanout. 8 2. Bored Service 9 a. Bored service applies to the installation of a service with connection to a new or 10 existing sewer main including a bore under an existing road. I i b. The service materials would include service line, fittings and cleanout. 12 3. Private Service Relocation 13 a. Private service relocation applies to the replacement of the existing sewer 14 service line on private property typically associated with the relocation of the 15 existing main. 16 b. Typical main relocation will be from a rear lot casement or alley to the street. 17 4. Service Reinstatement 18 a. Service reinstatement applies to the reconnection of an existing service to an 19 existing main that has been rehabilitated by trenchless methods such as pipe 20 enlargement(pipe bursting), slip lining or CIPP. 21 C. Reference Standards 22 1. Reference standards cited in this Specification refer to the current reference 23 standard 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. ASTM International(ASTM): 26 a. ASTM D3034 Standard Specification for Type PSM Poly(Vinyl Chloride) 27 (PVC)Sewer Pipe and Fittings 28 b. ASTM 131785 Standard Specification for Poly(Vinyl Chloride)(PVC)Plastic 29 Pipe, Schedules 40, 80 and 120. 30 c. ASTM D2321 Standard Practice for Underground Installation of Thermoplastic 31 Pipe for Sewers and Other Gravity-Flow Applications 32 d. ASTM D2412 Standard Test Method for Determination of External Loading 33 Characteristics of Plastic Pipe by Parallel-Plate Loading 34 e. ASTM D3212 Standard Specification for Joints for Drain and Sewer Plastic 35 Pipes Using Flexible Elastomeric Seals 36 3. Texas Commission on Environmental Quality 37 a. Title 30,Part I,Chapter 217, Subchapter C,Rule 217.54—Criteria for Laying 38 Pipe and Rule 39 b. Title 30,Part I,Chapter 217, Subchapter C, 217.55—Manholes and Related 40 Structures 41 1.3 ADMINISTRATIVE REQUIREMENTS 42 A. Scheduling 43 1. Provide advance notice for service interruption to property owner and meet 44 requirements of Division 0. CITY OF FORT WORTH r,,16-CD9 S'I'RFr rRPI'AIR AND RECON.PROGRAM AND NEAR 500TH 511E MND.DISI:1Y&%MAIN IMPRO1', STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02845 Revised April 26,2013 3331 50-6 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 6 of 10 1 1.4 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. 4 1.5 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 5 A. Product data shall include, if applicable: 6 1. Tee connection or saddle 7 2. Fittings (including type of cleanout) 8 3. Service line 9 B. Certificates 10 1. Furnish an affidavit certifying that service line and fittings meet the provisions of 11 this Section. 12 1.6 CLOSEOUT SUBMITTALS [NOT USED] 13 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 14 1.8 QUALITY ASSURANCE [NOT USED] 15 1.9 DELIVERY,STORAGE,AND HANDLING 16 A. Storage and Handling Requirements 17 1. Gravity pipe shall be stored and handled in accordance with the manufacturer's 18 guidelines. 19 2. Protect all parts such that no damage or deterioration will occur during a prolonged 20 delay from the time of shipment until installation is completed and the units and 21 equipment are ready for operation. 22 3. Protect all equipment and parts against any damage during a prolonged period at the 23 site. 24 4. Prevent plastic and similar brittle items from being directly exposed to sunlight or 25 extremes in temperature. 26 5. Secure and maintain a location to store the material in accordance with Section 01 27 6600. 28 1.10 FIELD [SITE] CONDITIONS [NOT USED] 29 1.11 WARRANTY [NOT USED] 30 PART 2 - PRODUCTS 31 2.1 OWNER-FURNISHED [NOT USED] 32 2.2 EQUIPMENT,PRODUCT TYPES, 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. CITY OF FORT WORTH FY16•C099IV F:r REPAIK AND RYCON.PROGRAM ANI)NEAR SOU'IM SIDE.MED.DISI'.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised April 26,2013 3331 50-7 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 7 01`10 1 2. Any product that is not listed on the Standard Products List is considered a 2 substitution and shall be submitted in accordance with Section 01 25 00. 3 3. The services and appurtenances shall be new and the product of a manufacturer 4 regularly engaged in the manufacturing of services and appurtenances having 5 similar service and size. 6 B. Materials/Design Criteria 7 1. Service Line and Fittings(including tee connections) 8 a. FVC pipe and fittings on public property shall be in accordance with Section 33 9 31 20. 10 b. PVC pipe and fittings on private property shall be Schedule 40 in accordance 1 I with ASTM D1785. 12 c. Ductile iron pipe and fittings shall be coated with ceramic epoxy in accordance 13 with Section 33 11 10 and Section 33 11 11. 14 2. Service saddle 15 a. Service saddles shall only be allowed when connecting a new service to an 16 existing sanitary sewer main and shall: 17 1) Bea 1-piece prefabricated saddle, either polyethylene or PVC, with 18 neoprene gasket for seal against main 19 2) Use saddle to ft outside diameter of main 20 3) Use saddle with grooves to retain band clamps 21 4) Use at least 2 stainless steel band clamps for securing saddles to the main 22 b. Inserta tees service connections may not be used. 23 3. Cleanout 24 a. Cleanout stack material should be in accordance with City Standard Details or 25 as shown on Drawings. 26 b. For paved areas,provide a cast iron cleanout and cast iron lid. 27 c. For unpaved areas,provide PVC cleanout and polyethylene lid. 28 4. Coupling 29 a. For connections between new PVC pipe stub out and existing service line, use 30 rubber sleeve couplings with stainless steel double-band repair sleeves to 31 connect to the line. 32 2.3 ACCESSORIES [NOT USED] 33 2.4 SOURCE QUALITY CONTROL [NOT USED] 34 PART 3 - EXECUTION [NOT USED] 35 3.1 INSTALLERS 36 A. A licensed plumber is required for installations of the service line on private property. 37 3.2 EXAMINATION[NOT USED] 38 3.3 PREPARATION [NOT USED] 39 3.4 INSTALLATION 40 A. General CITY OF FORT WORTH FV 16•CIN S'i'ft F:I:rXEPAIR AND RECON.PROGRAM ANI)NEAR SOUSE SIDE.MED,DIST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02337&02445 Revised April 26,2013 3331 50-8 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 8 of 10 1 1. Install service line, fittings and cleanout as specified herein, as specified in Section 2 33 05 10 and in accordance with the pipe manufacturer's recommendations. 3 B. Handling 4 1. Haul and distribute service lines, fittings and cleanouts at the project site and handle 5 with care to avoid damage. 6 a. Inspect each segment of service line and reject or repair any damaged pipe 7 prior to lowering into the trench. 8 2. Do not handle the pipe in such a way that will damage the pipe. 9 C. Service Line 10 1. Lay service line at a minimum grade of 2 percent, as shown on City Standard 11 details, or at lines and grades as indicated in the Drawings. 12 2. If service line is installed by bore as an alternative to open cut, the cost associated 13 with open cut installation, such as pavement removal,trenching, embedment and 14 backfill and pavement patch will not be included as part of the bore installation. 15 3. Excavate and backfill trenches in accordance with 33 05 10. 16 4. Embed FVC Pipe in accordance with 33 05 10. 17 D. Cleanout 18 1. Install out of traffic areas such as driveways, streets and sidewalks whenever 19 possible. 20 a. When not possible, install cast iron cleanout stack and cap. 21 2. Install 2-way cleanout in non-paved areas in accordance with City Standard Details. 22 3, Install 2-way cleanout in paved areas in accordance with City Standard Details. 23 E. Service line connection to main 24 1. New service on new or replacement main 25 a. Determine location of service connections before main installation so the 26 service fittings can be installed during main installation. 27 b. Connect service line to main with a molded or fabricated tee fitting. 28 2. Reconnection to main after pipe enlargement 29 a. Tapping the existing main and installing a strap on tee connection may be used. 30 b. Allow the new main to recover from imposed stretch before tapping and service 31 installation. 32 1) Follow manufacturer's recommendation for the length of time needed. 33 c. Tap main at 45 degree angle to horizontal when possible. 34 1) Avoid tapping the top of main. 35 d. Extend service line from main to property line or easement line before 36 connecting to the existing service line. 37 3. New service on existing main 38 a. Connect service line to main with a molded or fabricated tee fitting if possible. 39 b. Tapping the existing main and installing a strap on tee connection may be used. 40 F. Private Service Relocation 41 1. Requirements for the relocation of service line on private property 42 a. A licensed plumber must be used to install service line on private property. 43 b. Obtain permit from the Development Department for work on private property. 44 c. Pay for any inspection or permit fees associated with work on private property. CITY OF FORT WORTH EY16.CD9 S'IHkF1'REPAIR AND RECON.PROORAM AND NEAR SOU'IM SII)F,MFD_DIST.N&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised April 26,2013 3331 50-9 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 9 of 10 1 d. Verify(by Exploratory Excavation of Existing Utilities) the elevations at the 2 building cleanout and compare to data on the Drawings before beginning 3 service installation. 4 e. Submit elevation information to the City inspector. 5 f. Verify that the 2 percent slope installation requirement can be met. 6 1) If the 2 percent slope cannot be met, verify with the Engineer that line may 7 be installed at the lesser slope. 8 3.5 REPAIR/RESTORATION [NOT USED] 9 3.6 RE-INSTALLATION 10 A. Service Relocation 11 1. All relocations that are not installed as designed or fail to meet the City code shall 12 be reinstalled at the Contractor's expense. 13 3.7 FIELD QUALITY CONTROL 14 A. Inspections 15 1. Private property service line requires approval by the City plumbing inspector 16 before final acceptance. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION [NOT USED] 22 3.13 MAINTENANCE [NOT USED] 23 3.14 ATTACHMENTS [NOT USED] 24 END OF SECTION 25 Revision Log DATE NAME SUMMARY OF CHANGE Throughout—Deep Sewer Service was removed 1.2—Measurement and Payment Items were revised to include relocation and 12/20/2012 D.Johnson reconnection;'Blue text was added for guidance in applying the bid Items;Price bid lists revised to include clean-out caps,pads and surface restoration. Added the phrase ,including grass'to lines; Part 1, 1.2.A.1.c.9,Part 1, 1.2.A.2.c.9,Part 1,1.2.A.5.c.9,Pahl, 1.2.A.6_c.4 2/13/2013 F.Griffin Added the phrase'-surface restoration,including grass'to lines; Part I, 1.2.A.4.c.11,Part 1, 1.2.A.7.10 Removed the phrase`surrounding 2-way cleanout'from lines; CITY OF FORT WORTH F Y 16.009 51'R I:P:T REPAIR AND RECON.PROGRAM AND NEAR SOU'IYi 5101:MF:f).I)ES'I'.5V&5s MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised April 26,2013 3331 50-10 SANITARY SEWER SERVICE CONNECTIONS AND SERVICE LINE Page 10 of 10 Part 1, 1.2.A.1.c.9,Part 1, 1.2.A.2.c.9,Part 1, 1.2.A,6.c.4 Revised lines with`including grass'replacing with`excluding grass(seeding, sodding or hydromulching paid separately)' 4/26/2013 F.Griffin tneluded in Part 1, 1.2,A, 1,c,9;Part 1, 1.2,A,2,c,9;Part 1, 1.2,A,4,c, 11;Part 1, 1.2,A,5,c,8;Part 1, 1.2,A,6,c,4;Part 1, L2,A,7,c, 10 CITY OF FORT WORTH FY16-CD9 SIRErr2EPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDF MF:D.DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised April 26,2013 333940-1 WASTEWATER ACCESS CHAMBER(WAC) Page I Of4 1 SECTION 33 39 40 2 WASTEWATER ACCESS CHAMBER(WAC) 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Wastewater Access Chambers(WAC)utilized at the end of sanitary sewer mains 7 where it is impracticable to build, maintain and access a standard or shallow 8 manhole 9 a. These are installed as specifically noted on the Drawings,not as an option for 10 manhole installation. I I B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0-Bidding Requirements, Contract Forms, and Conditions of the Contract 15 2. Division 1 -General Requirements 16 3. Section 03 30 00—Cast-in-Place Concrete 17 4. Section 03 80 00—Modifications to Existing Concrete Structures 18 5. Section 33 01 30—Sewer and Manhole Testing 19 6. Section 33 05 13—Frame, Cover, and Grade Rings 20 1.2 PRICE AND PAYMENT PROCEDURES 21 A. Measurement and Payment 22 1. Measurement 23 a. Measurement for this Item shall be per each. 24 2. Payment 25 a. The work performed and materials furnished in accordance with this Item and 26 measured as provided under"Measurement"will be paid for at the unit price 27 bid per each"Wastewater Access Chamber"complete in place. 28 3. The price bid will include: 29 a. WAC complete in place 30 b. Excavation 31 c. Backfill 32 d. Frame 33 e. Cover 34 f. Grade rings 35 g. Pipe connections 36 h. Pavement removal 37 i. Hauling 38 j. Disposal of excess material 39 k. Placement and compaction of backfill 40 1. Clean-up 41 m. Testing CITY OF FORT WORTH PY 16•CIK S'I'KI'RF:1'AIR AND RKC'ON.PROGRAM AN D NN.AR SOU'I VI SIDE;MF:1].DIST,W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 333940-2 WASTEWATER ACCESS CHAMBER(WAC) Page 2 of4 1 1.3 REFERENCES 2 A. Reference Standards 3 1. Reference standards cited in this Specification refer to the current reference 4 standard published at the time of the latest revision date logged at the end of this 5 Specification,unless a date is specifically cited. 6 2. ASTM International (ASTM): 7 a. C478,Standard Specification for Precast Reinforced Concrete Manhole 8 Sections. 9 b. C923,Standard Specification for Resilient Connectors Between Reinforced 10 Concrete Manhole Structures,Pipes,and Laterals. 11 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 12 1.5 SUBMITTALS 13 A. Submittals shall be in accordance with Section 01 33 00, 14 B. All submittals shall be approved by the City prior to delivery. 15 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 16 A. Product Data 17 1, WAC 18 2. Stubs and stub plugs 19 3. Grade ring 20 4. Plugs for air testing 21 1.7 CLOSEOUT SUBMITTALS [NOT USED] 22 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 23 19 QUALITY ASSURANCE [NOT USED] 24 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 25 1.1 l FIELD [SITE] 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-SUPPLIED PRODUCTS [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 0160 00. 35 a. The manufacturer must comply with this Specification and related Sections. CITY OF FORT WORTH F'Y I&C09 SIREF:'I'RrrAIR AND RECON.TOOK AM ANI)NEAR sou m si W.MF:I).DI$T.N&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 333940-3 WASTEWATER ACCESS CHAMBER(WAC) Page 3 of4 1 2. Any product that is not listed on the Standard Products List is considered a 2 substitution and shall be submitted in accordance with Section 01 25 00. 3 B. Materials 4 1. WAC structure 5 a. 318 inch thick 1-piece construction 6 b. Large enough for insertion of Closed Circuit Television(CCTV)equipment and 7 high pressure cleaning equipment 8 c. Light in color 9 d. Surface construction to match typical manhole design 10 2. Cast-in-place concrete—Conform to Section 03 30 00. 11 3. Frame and Cover—Conform to Section 33 05 13. 12 a. Because it is not made for personnel access, a standard 24-inch frame and cover 13 assembly may be used. 14 4. Grade Ring—Conform to ASTM C478. 15 5, Pipe Connections—Conform to ASTM C923. I6 2.3 ACCESSORIES [NOT USED] 17 2.4 SOURCE QUALITY CONTROL [NOT USED] 18 PART 3- EXECUTION 19 3.1 INSTALLERS [NOT USED] 20 3.2 EXAMINATION 21 A. Evaluation and Assessment 22 1. Verify lines and grades are in accordance to the Drawings, 23 3.3 PREPARATION 24 A. Surface Preparation 25 1. Excavate 8 inches below manhole foundation. Replace excavated soil with course 26 aggregate; creating a stable base for the manhole to be constructed on. 27 a. If soil conditions or groundwater prevent use of course aggregate base a 2-inch 28 mud slab may be substituted, 29 3.4 INSTALLATION 30 A. WAC 31 1. Construct to dimensions shown on the Drawings, 32 B. Pipe connection at WAC 33 1. Construct pipe stubs for future connections at locations and with materials indicated 34 on the Drawings. 35 2. Install stub plugs at interior of WAC and wood or plastic bulkhead at the end of the 36 stub. 37 C. Final Rim Elevation 38 1. Install concrete grade rings for height adjustment. 39 a. Construct grade ring on load bearing area outside of WAC structure. CITY OF FORT WORTH F Y 16•CYJ MP.F.T K I?PAIR AND KIiCON,PROOK AM AND NEAR SOUTH SIDF:MED,DIST..W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 333940-4 WASTEWATER ACCESS C14AMBER(WAC) Page 4 of4 1 b. Use sealant between rings as shown on the Drawings. 2 2. Set grade rings using continuous water sealant. 3 a. Remove debris, stones and dirt to ensure a watertight seal. 4 3. Do not use steel shims,wood, stones or other unspecified material to obtain the 5 final surface elevation of the manhole frame. 6 D. Modifications and Pipe Penetrations 7 1. Conform to Section 03 80 00. 8 3.5 REPAIR 1 RESTORATION [NOT USED] 9 3.6 RE-INSTALLATION [NOT USED] 10 3.7 FIELD QUALITY CONTROL 11 A. Field Tests and Inspections 12 1. Perform vacuum test in accordance with Section 33 01 30. 13 3.8 SYSTEM STARTUP [NOT USED] 14 3.9 ADJUSTING [NOT USED] 15 3.10 CLEANING jNOT USED] 16 3.11 CLOSEOUT ACTIVITIES [NOT USED] 17 3.12 PROTECTION [NOT USED] 18 3.13 MAINTENANCE [NOT USED] 19 3.14 ATTACHMENTS [NOT USED] 20 END OF SECTION 21 Revision Log DATE NAME SUMMARY OF CHANGE 22 CITY OF FORT WORTH PY16dD93PREF"I'RY:PAIRAND ROMN.PROGRAMANDNEARSOU'I'NSII)rMN.I).DI$I.AV&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised December 20,2012 333960-1 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page I Of 8 1 SECTION 33 39 60 2 LINER SYSTEM FOR SANITARY SEWER STRUCTURES 3 PARTI - GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Application of a high-build epoxy coating system(or modified polymer liner 7 system, i.e. SpectraShield)to concrete utility structures such as manholes, Iift 8 station wet wells,junction boxes or other concrete facilities that may need 9 protection from corrosive materials. This covers rehabilitation of existing sanitary 10 sewer structures and newly installed sanitary sewer structures. 11 2. For sanitary sewer mains 8-inch diameter and larger,use of a structural Iiner 12 system,Warren Environmental System 301, ARC SIHB by A.W. Chesterton 13 Company, is acceptable. 14 3. For sanitary sewer mains 12-inch diameter and smaller,use of a liner system, 15 SpectraShield, is acceptable. 16 B. Deviations from this City of Fort Worth Standard Specification 17 1. None. 18 C. Related Specification Sections include but are not necessarily limited to: 19 1. Division 0—Bidding Requirements, Contract Forms, and Conditions of the 20 Contract 21 2. Division 1 T-General Requirements 22 3. Section 33 01 30—Sewer and Manhole Testing 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Manholes 26 a. Measurement 27 1) Measurement for this Item shall be per vertical foot of coating as measured 28 from the bottom of the frame to the top of the bench. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under"Measurement"will be paid for at the unit 32 price bid per vertical foot of"Epoxy Manhole Liner"applied. 33 c. The price bid shall include: 34 1) Removal of roots 35 2) Removal of existing coatings 36 3) Removal of steps 37 4) Repair/seal connection of the existing frame to chimney 38 5) Repairs of any cracks in the existing structure chimney, corbel(cone), wall, 39 bench, including any replacement of damaged rebar,pipe 40 6) Surface cleaning 41 7) Furnishing and installing Liner as specified by the Drawings CITY OF FORT WORTH FY16-Co9 STREET RK'AIR AND RECON.PROGRAM ANI)NEAR SOVFH SII)F MED,DIST.W@SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised April 5,2017 333960-2 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 2 Of 8 1 8) Hauling 2 9) Disposal of excess material 3 10) Clean-up 4 l 1) Cleaning 5 12) Testing 6 2. Non-Manhole Structures 7 a. Measurement 8 l) Measurement for this Item shall be per square foot of area where the 9 coating is applied. 10 b. Payment 11 1) The work performed and materials furnished in accordance with this Item 12 and measured as provided under"Measurement"shall be paid for at the unit 13 price bid per square foot of"Epoxy Structure Liner"applied. 14 c. The price bid shall include: 15 1) Removal of roots 16 2) Removal of existing coatings 17 3) Removal of steps 18 4) Repair/seal connection of the existing frame to chimney 19 5) Repairs of any cracks in the existing structure chimney, corbel(cone), wall, 20 bench, including any replacement of damaged rebar,pipe 21 6) Surface cleaning 22 7) Furnishing and installing Liner as specified by the Drawings 23 8) Hauling 24 9) Disposal of excess material 25 10) Clean-up 26 11) Cleaning 27 12) 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. ASTM International (ASTM): 34 a. D543,Standard Practices for Evaluating the Resistance of Plastics to Chemical 35 Reagents. 36 b. D638,Standard Test Method for Tensile Properties of Plastics. 37 c. D695, Standard Test Method for Compressive Properties of Rigid Plastics. 38 d. D790, Standard Test Methods for Flexural Properties of Unreinforced and 39 Reinforced Plastics and Electrical Insulating Materials. 40 e. D4060, Standard Test Method for Abrasion Resistance of Organic Coatings by 41 the Taber Abraser. 42 f. D4414, Standard Practice for Measurement of Wet Film Thickness by Notch 43 Gages. 44 g. D4541, Standard Test Method for Pull-off Strength of Coatings Using Portable 45 Adhesion Testers. 46 3. Environmental Protection Agency(EPA). 47 4. NACE International(NACE). CITY OF FORT WORTH 4 YI&CD9 S'IREE:f REPAIR AND RECON.PROGRAM AND NEAR SOUTIi SIDE MEI).DIST.W&S$MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised April 5,2017 333960-3 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 3 of S 1 5. Occupational Safety and Health Administration(OSHA). 2 6. Resource Conservation and Recovery Act, (RCRA). 3 7. The Society for Protective Coatings/NACE International (SSPC/NACE): 4 a. sp 131NACE No. 6,Surface Preparation of Concrete. 5 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 6 1.5 SUBMITTALS 7 A. Submittals shall be in accordance with Section 0133 00. 8 B. All submittals shall be approved by the City prior to delivery. 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 10 A. Product Data 11 1. Technical data sheet on each product used 12 2. Material Safety Data Sheet(MSDS)for each product used 13 3. Copies of independent testing performed on the coating product indicating the 14 product meets the requirements as specified herein 15 4. Technical data sheet and project specific data for repair materials to be topcoated 16 with the coating product including application, cure time and surface preparation 17 procedures 18 5. Material and method for repair of leaks or cracks in the structure 19 B. Contractor Data 20 1. Current documentation from coating product manufacturer certifying Contractor's 21 training(and/or licensed) as an approved installer and equipment complies with the 22 Quality Assurance requirements specified herein 23 2. 5 recent references of Contractor indicating successful application of coating 24 product(s) of the same material type as specified herein,applied by spray 25 application within the municipal wastewater environment. References shall include 26 at least the following: owner name, City inspector name and phone number,project 27 name/number, size and linear footage of sanitary sewer main, manhole diameter, 28 structure dimensions and number of each, square feet(or vertical feet) of product 29 installed, contract cost,and contract duration. Contractor must demonstrate a 30 successful history of installing the product in structures of similar size and scope. 31 1.7 CLOSEOUT SUBMITTALS [NOT USED] 32 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 33 1.9 QUALITY ASSURANCE 34 A. Qualifications 35 1. Contractor 36 a. Be trained by, or have training approved and certified by, the coating product 37 manufacturer for the handling, mixing, application and inspection of the coating 38 product(s)to be used as specified herein 39 b. Initiate and enforce quality control procedures consistent with the coating 40 product(s) manufacturer recommendations and applicable MACE or SSPC 41 standards as referenced herein CITY OF FORT WORTH FY 16•C1N S'I'R F.F"1'R F:PA1R AND RECON.PROGRAM ANI)NEAR SOUT4 SIDE:MF;D.DIST.}V&SS MAIN I MPROV. STANDARD CONSTRUCTION SPEC[FICATION DOCUMENTS 02387&02445 Revised April 5,2017 333960-4 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 4 orb 1 1.10 DELIVERY, STORAGE, AND HANDLING 2 A. Keep materials dry,protected from weather and stored under cover. 3 B. Store coating materials between 50 degrees F and 90 degrees F. 4 C. Do not store near flame,heat or strong oxidants. 5 D. Handle coating materials according to their material safety data sheets. 6 1.11 FIELD [SITE] CONDITIONS 7 A. Provide confined space entry, flow diversion and/or bypass plans as necessary to 8 perform the specified work. Active flows shall be diverted with flow through plugs as 9 required to ensure that flow is maintained off the surfaces to be lined. 10 1.12 WARRANTY 11 A. Contractor Warranty 12 1. Contractor's Warranty shall be in accordance with Division 0. 13 PART 2 - PRODUCTS 14 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 15 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 16 A. Repair and Resurfacing Products 17 1. Compatible with the specified coating product(s) in order to bond effectively, thus 18 forming a composite system 19 2. Used and applied in accordance with the manufacturer's recommendations 20 3. The repair and resurfacing products must meet the following: 21 a. 100 percent solids, solvent-free epoxy grout specifically formulated for epoxy 22 topcoating compatibility 23 b. Factory blended, rapid setting, high early strength, fiber reinforced, non-shrink 24 repair mortar that can be toweled or pneumatically spray applied and 25 specifically formulated to be suitable for topcoating with the specified coating 26 product used 27 B. Coating Product 28 1. Capable of being installed and curing properly within a manhole or concrete utility 29 environment 30 2. Resistant to all forms of chemical or bacteriological attack found in municipal 31 sanitary sewer systems; and,capable of adhering to typical manhole structure 32 substrates 33 3. The 100 percent solids, solvent-free ultra,high-build epoxy system shall exhibit the 34 following characteristics: 35 a. Application Temperature—50 degrees F, minimum 36 b. Thickness— 125 mils minimum for newly installed structures; 250 mils 37 minimum for rehabilitation of existing structures (Warren Environmental 38 System 301, ARC SIHB by A.W. Chesterton Company) 39 c. Color—White,Light Blue, or Beige CITY OF FORT WORTH FY16-009STRP.r rREPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W @SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised April 5,2017 333960-5 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page of8 1 d. Compressive Strength(per ASTM D695)—8,800 psi minimum 2 e. Tensile Strength(per ASTM D638)—7,500 psi minimum 3 f. Hardness, Shore D(per ASTM D4541)—70 minimum 4 g. Abrasion Resistance(per ASTM D4060 CS 17F Wheel)—80 mg loss 5 maximum 6 h. Flexural Modulus (per ASTM D790)—400,000 psi minimum 7 i. Flexural Strength(per ASTM D790)— 12,000 psi minimum 8 j. Adhesion to Concrete,mode of failure(ASTM D4541). Substrate(concrete) 9 failure 10 k. Chemical Resistance(per ASTM D543/G20)all types of service for: 11 1) Municipal sanitary sewer environment 12 2) Sulfuric acid,70 percent 13 3) Sodium hydroxide,20 percent 14 4. Or,The multi-layer modified polyurea and polyurethane shall exhibit the following 15 characteristics: 16 a. Application Temperature—50 degrees F, minimum 17 b. Thickness—500 mils minimum(SpectraShield) 18 c. Moisture Barrier and Final Corrosion Barrier 19 1) Color—Pink 20 2) Tensile Strength(per ASTM D412)-2550 psi minimum 21 3) Hardness, Shore D(per ASTM D2240)—56 minimum 22 4) Abrasion Resistance(per ASTM D4060)-20 mg loss maximum 23 5) Percent Elongation(per ASTM D412)—269 24 d. Surfacer 25 l) Compressive Strength(per ASTM D1621)—100 psi minimum 26 2) Density(per ASTM D1622)—5 lbs/cu ft minimum 27 3) Shear Strength(per ASTM C273)—230 psi minimum 28 4) Closed Cell Content(per ASTM D1940)— X95% 29 C. Coating Application Equipment 30 1. Manufacturer approved heated plural component spray equipment 31 2. Hard to reach areas,primer application and touch-up may be performed using hand 32 tools. 33 3. Applicator shall use approved specialty equipment that is adequate in size, capacity, 34 and number sufficient to accomplish the work in a timely manner. 35 2.3 ACCESSORIES [NOT USED] 36 2.4 SOURCE QUALITY CONTROL 37 1. Testing 38 a. Take wet film thickness gauge per ASTM D4414 at 3 locations within the 39 manhole, 2 spaced equally apart along the wall and I on the bench. 40 1) Document and attest measurements and provide to the City. 41 b. After coating has set, repair all visible pinholes by lightly abrading the surface 42 and brushing the lining material over the area. 43 c. Repair all blisters and evidence of uneven cover according to the 44 manufacturer's recommendations. 45 d. Test manhole for final acceptance according to Section 33 0130. 46 e. A bonded third party testing company shall perforin the testing. CITY OF FORT WORTH "16•C099I'RFr rRFTAIH AND RECON.PROGRAM AND NEAR SOUTH SIVE MED.DIST.lV&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICA'T'ION DOCUMENTS 02387&02445 Revised April 5,2017 333960-6 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 6 of 8 1 PART 3 - EXECUTION 2 3.1 INSTALLERS 3 A. All installers shall be certified applicators approved by the manufacturers. Applicator 4 shall use adequate number of skilled workmen that have been trained and experienced for 5 the approved product. 6 7 3.2 EXAMINATION [NOT USED] 8 3.3 PREPARATION 9 A. Manhole Preparation 10 1. Stop active flows via damming,plugging or diverting as required to ensure all 11 liquids are maintained below or away from the surfaces to be coated. 12 2. Maintain temperature of the surface to be coated between 40 and 120 degrees F. 13 3. Shield specified surfaces to avoid exposure of direct sunlight or other intense heat 14 source. 15 a. Where varying surface temperatures do exist,coating installation should be 16 scheduled when the temperature is falling versus rising. 17 B. Surface Preparation 18 1. Remove oils, roots,grease, incompatible existing coatings, waxes,form release, 19 curing compounds, efflorescence, sealers,salts or other contaminants which may 20 affect the performance and adhesion of the coating to the substrate. Remove any 21 steps found in the structure. 22 2. Remove concrete and/or mortar damaged by corrosion,chemical attack or other 23 means of degradation so that only sound substrate remains. 24 3. Surface preparation method, or combination of methods,that may be used include 25 high pressure water cleaning,high pressure water jetting,abrasive blasting, 26 shotblasting, grinding, scarifying, detergent water cleaning,hot water blasting and 27 others as described in SSPC SP 13/NACE No. 6. 28 4. All methods used shall be performed in a manner that provides a uniform, sound, 29 clean, neutralized, surface suitable for the specified coating product. 30 5. After completion of surface preparation, inspect for leaks,cracks,holes, exposed 31 rebar,ring and cover condition, invert condition, and inlet/outlet pipe condition. 32 6. After defects in the structure have been identified, seal cracks,repair exposed rebar 33 with new rebar to match existing,repair Ieaks and cracks with grout or other 34 methods approved by the Manufacturer. All new rebar shall be embedded in 1 '/2 35 inch epoxy mastic. Replace/seal connection between existing frame and chimney if 36 it is found loose or not attached. 37 7. The repair mortar and epoxy topcoat must share the same epoxy matrix to ensure a 38 bonded weld. No cementitious repair material,quick setting high strength concrete 39 with latex or curing agent additives, or quick set mortars will be allowed. Proper 40 surface preparation procedures must be followed to ensure adequate bond strength 41 to any surface to be coated. New cement cure time is at least 30 days prior to 42 coating. CITY OF FORT WORTH FYIG•c D951'REETRKPAIR AND RECON.PROGR AM ANO NEAR SOUTH SIDE.MED.I)1SI'.%V$SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 Revised April 5,2017 333960-7 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 7 of 8 1 3.4 INSTALLATION 2 A. General 3 1. Perform coating atter the sewer line replacement/repairs, grade adjustments and 4 grouting are complete. 5 2. Perform application procedures per recommendations of the coating product 6 manufacturer,including environmental controls,product handling, mixing and 7 application. 8 B. Temperature 9 1. Only perform application if surface temperature is between 40 and 120 degrees F. 10 2. Make no application if freezing is expected to occur inside the manhole within 24 11 hours after application. 12 C. Coating 13 1. Spray apply per manufacturer's recommendation at a minimum film thickness as 14 noted in Section 2.2.11. 15 2. Apply coating from bottom of manhole frame to the bench/trough, including the 16 bench/trough. 17 3. After walls are coated, remove bench covers and spray bench/trough to at least the 18 same thickness as the walls. 19 4. Apply any topcoat or additional coats within the product's recoat window. 20 a. Additional surface preparation is required if the recoat window is exceeded. 21 5. Allow a minimum of 3 hours of cure time or be set hard to touch before reactivating 22 flow. 23 3.5 REPAIR/RESTORATION f NOT USED] 24 3.6 RE-INSTALLATION [NOT USED] 25 3.7 FIELD [OR] SITE QUALITY CONTROL 26 A. Each structure will be visually inspected by the City the same day following the 27 application. 28 B. Groundwater infiltration of the,system shall be zero. 29 C. All pipe connections shall be open and clear. 30 D. The inspector will check for deficiencies,pinholes, voids,cracks,uncured spots, 31 delamination, and thin spots. Any deficiencies in the liner shall be marked and repaired 32 according to the procedures outlined by the Manufacturer. 33 E. If leaks are detected they will be chipped back,plugged and coated immediately with 34 protective epoxy resin coating. 35 1. Make repair 24 hours after leak detection. CITY OF FORT WORTH FY16•C€Y9$IRIM"REPAIR ANI)HWON.PROGRAM ANI)NF;AR SOUT"S11)V MVD.INST.W&SS MAM IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02337&02445 Revised April 5,2017 333960-8 EPDXY LINERS FOR SANITARY SEWER STRUCTURES Page 8 of 8 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES 5 A. Provide all test results from testing per Section 2.4 and applicator certifications per 6 Section 3.1. 7 B. Upon final completion of the work, the manufacturer will provide a written certification 8 of proper application to the City. 9 C. The certification will confirm that the deficient areas were repaired in accordance with 10 the procedure set forth in this Specification. The final report will detail the location of the 11 repairs in the structure and description of the repairs. 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 4-5-2017 J.Kasavich Removal of Raven Lining system and inclusion of SpectraShield and Warti•en Environmental System 301,and ARC S1IM by A.W.Chesterton Company 17 CITY OF FORT WORTH NYI6-CI)9 5r9 N.F."I'AFI'AIR ANI)RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST%V&SS MAIN IMPROV. STAN DARD CON STRUCTION SPEC]FICATION DOCUM ENTS 02387&02445 Revised April 5,2017 99 99 00 ADDITIONAL SPECIFICATIONS Page 1 of2 SECTION 99 99 00 2 ADDITIONAL SPECIFICATIONS 3 4 9999.1000 Irrigation Adjustment&Landscape Repair Allowance 5 This item establishes a contract allowance comparable to the final cost of making necessary 6 irrigation adjustment and landscape repairs required due to the project. An arbitrary allowance 7 amount has been placed in the proposal: however, this does not guarantee any payment for 8 irrigation adjustments or landscaping repair,nor does it confine irrigation adjustments or 9 landscape repairs to the amount shown in the proposal. It shall be the Contractor's responsibility 10 to provide the services of a licensed irrigator to make the irrigation adjustments determined 1 I necessary by the City. No payment will be made for irrigation or landscape repairs except those 12 adjustments determined by the City. Should the Contractor damage irrigation line or landscape 13 due to his negligence,where such lines or landscapes would not have required adjustment or 14 repair otherwise, the damage shall be repaired and adjusted by the Contractor at the Contractor's 15 expense. The payment to the Contractor for irrigation adjustments and/or landscape repair shall 16 be the actual cost of the adjustments/repairs plus ten percent(10%)to cover the cost of bond and 17 overhead incurred by the Contractor in handling the adjustments/repairs. 18 19 9999.1002 AT&T Telecom.;VIII and Boxes Adjustments 20 Contractor shall use extreme caution in all project areas where existing fiber optics cable are 21 located. All Telecommunication Manhole,Vaults,and Boxes shall be adjusted by the franchise 22 utility. 23 Contact:James Meirose 24 Cell: 817-201-9461 25 Email: JM3684gATT.COM 26 27 9999.1003 Construction Allowance 28 29 1. Summary 30 The Construction Allowances shall be available to the City to direct the 31 Contractor to perform additional work items relevant to the successful 32 completion of the project, but which are not identified on the plans or covered in 33 the specifications due to unforeseen circumstances. Arbitrary allowance amounts 34 have been placed in the Proposal,this item will not be paid to the contractor 35 unless a field order is issued. Unanticipated project changes are not limited to 36 the value of this item. Contract changes above this amount described by this 37 allowance may be processed through a change order 38 2. Price and Payment Procedures 39 a. Measurement and Payment 40 i. Measurement for additional work covered by the respective Construction 41 Allowances shall be negotiated between the City and the Contractor per 42 each item, or group of items if multiple related items are encountered. 43 b. Payment 44 i. The work performed and material furnished in accordance with this Item 45 shall be paid for as a measured per negotiated item or group of items, at 46 unit price(s)negotiated between the City and the Contractor. 47 ii. The price shall include: 48 1. All necessary Materials and work to accomplish the additional 49 work item's objective 50 2. Clean-up CITY OF FORT WORTH rY16-CD9 S BEET REPAIR AND RECON.PRoa RAM AND NN.AX soU1'H slur:Mr:D.Disr.w&SS MAIN IMPRb1', STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 02387&02445 99 99 00 ADDITIONAL SPECIFICATIONS Page 2 of 2 1 3. Restoration 2 3 9999.1004 Brick Removal and Salvage 4 Any bricks called out to be removed and salvaged on the plans shall be stored on-site for 90 5 days, at a location designated by the Contractor. The contractor shall notify FW South Inc. and 6 City's Project Manager of this location and when bricks will begin being stored. During the 90 7 days, FW South Inc. is planning on picking up the bricks for use after normal working hours. Any 8 brick remaining after this time frame will not be used and shall be hauled off site. 9 FW South Inc. 10 mike@nearsouthsidefw.org 11 817-923-41.13 12 13 Mary Hanna 14 Mary.Hanna&fortworthtexas.gov 15 817-392-5565 16 17 18 END OF SECTION CITY OF FORT WORTH FYI6•CIM SIKF;F."r REPAIR AND RECON.PR00ltAM AND NN.AR SOO'I'li SII?Y.MFA.DIST.W&SS MAIN WVROV. STANDARD CONSTRUCTION SPECIFICA"I'ION DOCUMENTS 02387&02445 APPENDIX GC-4.02 Subsurface and Physical Conditions Street Coring Lab Test Results(Report No. CO2387 by COFW Capital Delivery Division) Geotechnical Report(Report No. W180776 by Alpha Testing) GC-4.04 Underground Facilities Subsurface Utility Engineering Study(Report No. B200544.01 by Lamb-Star Engineering,L.P.) GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GR-01 60 00 Product Requirements CITY OF FORT WO RTI I FY16-CD9 SIREETREPAIR ANI)RECON.PROGRAM AND NKAR SOUTH SIDX.ME:D,INST.W&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02387&02445 GC-4.02 Subsurface and Physical Conditions THIS PAGE LEFT INTENTIONALLY ]BLANK CITY OF FORT WORTH FYI6-CIY99I'RFEI'REPAIR AND RFkON.PROGRAM AND NEAR SOU'IN SIDE MEI].DIST.W&55 MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02387&.02445 FORTCity of Fort Worth WORTIt, Capital Delivery Division/Soil Lab Phone: 817-392-7920 5000 Martin Luther King Fwy Fort Worth,TX 76119 Laboratory Test Results for A Street Coring Project June 29, 2018 Project: CD9 Street Repai and Recon FYI CPN#023 87 Date Tested: 06118118-06121118 This report presents the results of a street coring project for CD9 Street Rgpai and Recon FYI Pavement Cores. Mr. Uday Bangale performed the cores, and subgrade lab tests. Mr. Zelalem Arega reviewed and approved the results. -- — — Bryan Ave E RosedmIc S 1. to E 'Ferrell Ave HOLE# 1 LOCATION: 154'S of E Terrell Ave (E/4) 250"HMAC 2.25"Asphalt Treated Material 5.00" Concrete (4641 psi) 6.25"Brownish Gray Clay ATTERBURG LIMITS: LL: PL: PI: SHRKG: HOLE#2 LOCATION: 180' S of E Dashwood St(W/4) 1.25"HMAC 1.25"Asphalt Treated Material 5.50" Concrete (5004 psi) 9.00"Gray Clay ATTERBURG LIMITS: LL:71.3 PL:24.8 PIA6.5 SHRKG: 20% Bryan Ave E Broadway Ave. to E Vickery Blvd HOLE# 1 - LOCATION: 109' S of E Vickery Blvd (E/4) 3.25"HMAC 3.00"Broken pieces of Concrete (2:27) 3.75"Brown clay w/gravel 4.00"Gray Clay Page 1 of 4 T W T I.1 I City of Fort Worth Capital Delivery Division/Soil Lab Phone: 817-392-7920 5000 Martin Luther King Fwy Fort Worth,TX 76119 3.00"Brown Sandy Clay W/gravel ATTERBURG LIMITS: LLA I.1 PL:16.4 PI: 24.7 SHRKG: 12 % HOLE#2 LOCATION: 115' N of E Broadway Ave (W/4) 4.25"HMAC. 11.75"Flex Base Material ATTERBURG LIMITS: LL: PL: PI: SHRKG: Calhoun St E. Bi.aad way Ave to E Vic kery Blvd HOLE# 1 LOCATION: 69' N of E. Broadway Ave (E/4) 1.50"HMAC 4.50"Concrete(2877 psi) 6.00"Gray Sandy Clay w/gravel 6.50"Dark Gray Clay w/gravel ATTERBURG LIMITS: LL: 59.0 PL: 25.0 PI: 34.0 SHRKG: 18% HOLE#2 LOCATION: 67' S of E Vickery Blvd(W/4) 1.50"HMAC 5.00"Concrete(3113 psi) 10.00"Dark Gray Clay w/gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: E Vickery B10 S Main St. is I35W Service lid HOLE# 1 LOCATION: 50' W of Bryan Ave (Sl4) 1.50"HMAC 3.75"Red Brick 4.25"Broken Concrete pieces (2:27) 11.50"Dark Gray Clay ATTERBURG LIMITS: LL: 54.6 PL: 23.2 PI: 31.4 SHRKG: 16% Page 2 of 4 FORT WORTH1 City of Fart Worth 1 Capital Delivery Diviszon/Soil Lab Phone: 817-392-7920 5000 Martin Luther King Fwy Fort Worth,TX 76119 HOLE#2 LOCATION: 12' W of S Calhoun St(N/4) 1.00"HMAC 2.50"Red Brick 1.00"Pale Brown Sand 6.50"Concrete (5683 psi) 5.00"Dark Gray clay ATTERBURG LIMITS: LL: PL: PI: SHRKG. HOLE#3 LOCATION: 70' W of S Janes St(S/4) 1.00"HMAC 3.75"Red Brick 2.00"Pale Brown,Sand 4.00"Broken Concrete 6.00"Gray Clay w/gravel ATTERBURG LIMITS: LL: 31.7 PL: 14.5 PI: 17.2 SHRKG: 8% HOLE#4 LOCATION: 250' W of 135 Service Rd(N/4) 3.50"HMAC 6.25"Concrete (5713 psi) 4.25"Gray Clay w/gravel 4.00"Pale Brown Clay ATTERBURG LIMITS: LL: 53.3 PL: 18.8 PI: 34.5 SHRKG: 16% _ S calliuun St Peter Smith to Ctrl-de-sac S of L Annie S1 HOLE#I LOCATION: 78' S of E Annie St(W/4) 9.00"HMAC 6.00"Brownish Gray Clay w/gravel ATTERBURG LIMITS: LL: 58.5 PL: 23.5 PI: 35.0 SHRKG. 16 % HOLE# 2 LOCATION: 501 S Calhoun St(E/4) Page 3 of 4 ► , City of Fort Worth FORT WO 1 1-L Capital Delivery Division/Soil Lab Phone: 817-392-7920 5000 Martin Luther King Fwy Fort Worth,TX 76119 1.00" HMAC 4.25"Concrete (3476 psi) 7.25"Grayish Brown Sandy Clay w/gravel 7.00"Brown Clay ATTERBURG LIMITS: LL: PL: PI: SHRKG: .E Annie St Crawford Stto S Calhoun St HOLE # 1 LOCATION: 58' W of S Calhoun St(N14) 7.75"HMAC 8.25"Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL: 39.1 PL: 19.2 PI: 19.9 SHRKG: 9% HOLE#1 LOCATION: 29' E of Crawford St (S/4) 7.50"HMAC 7.50"Brown Sandy Clay w/gravel ATTERBURG LIMITS: LL: PL: PI: SHRKG: Pace 4 of 4 4X GEOTECHNICAL EXPLORATION on PAVEMENT AND ROADWAY IMPROVEMENTS Various Streets near Southside of Town Fort Worth, Texas ALPHA Report No. W 180776 June 13, 2018 Prepared for: A.N.A.CONSULTANTS, LLC 5000 Thompson Terrace Colleyville, Texas 76034 Attention: Mr. Mark Assaad, P.E. Prepared By: ALPHAS #'kTESTING w " v is r rf a M itrniuc Geotechnical 5058 Brush Creek Road Tel:817-496--5600 ALPIA #\ TESTING Construction A9aterials Fort Worth, Texas 76119 Fax:817-496-5608 Environmental www.alphateviing.com WKS RE 11 ALL BUINS TBPCFirnaNo.813 June 13, 2018 A.N.A. Consultants,LLC 5000 Thompson Terrace Colleyville, Texas 76034 Attention: Mr. Mark Assad, P.E. Re: Geotechnical Exploration Pavement and Roadway Improvements Various Streets near Southside of Town Fort Worth, Texas ALPHA Report No. W180776 Attached is the report of the geotechnical exploration performed for the project referenced above. This study was authorized by Mr. Mark Assaad,P.E. on March 20, 2018 performed in accordance with ALPHA Proposal No. 64129, dated March 20,2018. This report contains results of field explorations and laboratory testing and an engineering interpretation of these with respect to available project characteristics. The results and analyses were used to develop recommendations to aid design and construction of new pavement and rehabilitation of existing pavements at various streets generally located southwest of the interchange between 1-30 and I-35 West in Fort Worth, Texas. ALPHA TESTING, INC. appreciates the opportunity to be of service on this project. If we can be of further assistance, such as providing materials testing services during construction, please contact our office. Sincerely, ALPHA TESTING, INC. ',�" ,,.. X X BRIAN J.� OYT � .....1.---- .... . �115748VC0 r June 1 ,2018 Mahsa Hedayati; h.D.,P.E. Brian J. Hoyt,P.E. Geotechnical Project Manager Geotechnical Department Manager MH/BJH/on Copy: (1) Client TABLE OF CONTENTS On ALPHA REPORT NO. W180776 1.0 PURPOSE AND SCOPE....................................................................................................1 2.0 PROJECT CHARACTERISTICS.......................................................................................1 3.0 FIELD EXPLORATION.....................................................................................................2 4.0 LABORATORY TESTS 3 5.0 GENERAL SUBSURFACE CONDITIONS......................................................................4 6.0 DESIGN RECOMMENDATIONS.................................... 6 6.1. Pavement Subgrade Preparation................................................................................6 6.1.1. Subgrade Improvement Using Lime Stabilization for Portland Cement Concrete (PCC) Pavement........................................................................................ 7 6.1.2. Subgrade Improvement Using Cement Stabilization for Portland Cement Concrete(PCC) Pavement........................................................................................ 7 6.1.3. Subgrade Improvement Using Flexible Base Material for Portland Cement Concrete (PCC) Pavement........................................................................................ 7 6.1.4. Subgrade Improvement Using Recycled Asphalt Pavement(RAP) for Portland Cement Concrete (PCC)Pavement............................................................ 8 6.1.5. Subgrade Improvement Using Pulverized Concrete from Existing Pavement for New Asphalt Concrete (AC) Pavement............................................. 8 6.2. Portland-Cement Concrete Pavement Section...........................................................9 6.3. Asphalt Concrete Pavement Section........................................................................10 6.4. Asphalt Overlay.......................................................................................................11 6.5. Soluble Sulfates........................................................................................................12 6.6. Drainage Considerations..........................................................................................12 7.0 GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS ..........12 7.1. Site Preparation and Grading...................................................................................13 7.2. Fill Compaction........................................................................................................14 7.3. Groundwater.............................................................................................................14 8.0 LIMITATIONS ................................................................ ..--.................................... APPENDIX A--1 Methods of Field Exploration Boring Location Plan—Figures I through 1F B-1 Methods of Laboratory Testing Mechanical Lime Series—Figures 2A through 2D WinPAS Analysis Logs of Borings Key to Soil. Symbols and Classifications C-1 Summary of Pavement Section Recommendations ALPHA Report No. W 180776 1.0 PURPOSE AND SCOPE The purpose of this geotechnical exploration is for ALPHA TESTING, INC. ("ALPHA") to evaluate for the"Client" some of the physical and engineering properties of subsurface materials at selected locations on the subject site with respect to formulation of appropriate geotechnical design parameters for pavement sections. The field exploration was accomplished by securing subsurface samples from widely spaced test borings performed on site. Engineering analyses were performed from results of the field exploration and results of laboratory tests performed on representative samples. Also included are general comments pertaining to reasonably anticipated construction problems and recommendations concerning earthwork and quality control testing during construction. This information can be used to evaluate subsurface conditions and to aid in ascertaining construction meets project specifications. Recommendations provided in this report were developed from information obtained from the test borings depicting subsurface conditions only at the specific boring locations and at the particular time designated on the logs. Subsurface conditions at other locations may differ from those observed at the boring locations, and subsurface conditions at boring locations may vary at different times of the year. The scope of work may not fully define the variability of subsurface materials and conditions that are present on the site. The nature and extent of variations between the borings and other locations on site may not become evident until construction. if significant variations then appear evident, our office should be contacted to re-evaluate our recommendations after performing on-site observations and possibly other tests. 2.0 PROJECT CHARACTERISTICS It is proposed to reconstruct or rehabilitate various streets generally located southwest of the interchange between I-30 and 1-35 West in Fort Worth, Texas. A new street segment,Rami Trail, will also be constructed between South Henderson Street and South Adams Street. A site plan illustrating the general outline of the site is provided as Figures 1A through 1G, the Boring Location Plan, in the Appendix of this report. Traffic volumes for the project were not provided to us. However, based on our conversations with the Client, we understand the streets will be constructed, reconstructed or rehabilitated with one of the following sections: • 6, 7, 9 or 10 inches of PCC over an improved subgrade. + 2 inches of HMAC over 8 inches of pulverized and cement treated portland cement concrete(PCC) from existing pavement. 2 inches asphalt overlay of existing, milled asphalt pavement. The improved subgrade used with the PCC sections could consist of improving existing subgrade soils using lime or cement, a layer of flexible base material or recycled asphalt concrete (RAP) from existing asphalt pavement. 1 ALPHA Report No. W 180776 At the time the field exploration was performed, the streets were paved with asphalt cement concrete. Most of the streets observed exhibited alligator and block cracking distress. Pavement quality generally ranged from moderate to poor with severe signs of distress in some areas. The area for the proposed Rami Trail alignment consisted of two (2) vacant lots with scattered trees. Some asphalt pavement was observed in the western lot. We understand final grades of existing streets will be similar to existing grades, requiring cuts or fills of less than 1 ft. Grading plans were not provided for this study. We have assumed new construction (Rami Trail) will be within 2 ft of existing grade. Bricks encountered within the existing pavement sections will be removed and repurposed elsewhere. Pavement analyses and recommendations contained herein were performed in general accordance with the City of Fort Worth, Department of Transpiration and Public Works, Pavement Design Manual dated January 29, 2015. 3.0 FIELD EXPLORATION Subsurface conditions on site were explored by drilling 59 test borings in general accordance with ASTM D 420 to a depth of about 10 ft each using standard rotary drilling equipment. Sixty(60) borings were initially planned. However, Boring 39 was not drilled due to conflicts with existing utilities. The existing pavement at Boring 39 was cored to a depth of about 5 inches. Borings 4 and 53 were terminated early at depths about 7 ft and 5 ft,respectively,due to the presence of hard limestone. Excluding Borings 33 the existing pavement was cored at each boring location prior to drilling the borings. The coring information was recorded and is show on the Log of Boring sheet provided in the Appendix of this report. The boring locations are summarized in Table A. The approximate location of each test boring is shown on Figure 1,the Boring Location Plan, enclosed in the Appendix of this report. Details of drilling and sampling operations are briefly summarized in Methods of Field Exploration, Section A-1 of the Appendix. — i°AKL.E A - - Semma oLBo rioR f.ueaiionsand Depths >1() hhp Nik. Street Lts pl#Cu e�n�ls li Length ft 1 through 4 East Vickery Boulevard South Main Street and 1-35W 1600 5 and 6 South Calhoun Street East Vickery Boulevard and East BroadwayAvenue 650 7 through 10 Bryan Avenue East Vickery Boulevard and East 1500 Broad Way Avenue 11 and 12 Bryan Avenue East Rosedale Street and East Terrell 900 Avenue 13 and 4 East Peter Smith Street South Main Street and Bryant 250 Avenue 15 and 16 East Tucker Street Bryan Avenue and South Calhoun 490 Street 17 and 18 Crawford Street East Peter Smith Street and Hattie 750 Street 19 and 20 South Calhoun Street East Peter Smith Street and Cul-de- 650 sac 2 ALPHA Report No. W 180776 TABLE Summary of BoLocations and Dt tltm Horin No. Street Limits Ixl1r1 .ipltalu g Leng,11 !t 21 and 22 East Dashwood Street South Main Street and Crawford 520 Street 23 and 24 East Annie Street Crawford Street and South Calhoun 250 - Street 25,26 and 27 West Daggett Avenue South Jennings Avenue and South 1250 Main Street 28 through 31 West Daggett Avenue Hemphill Street and South 1820 Henderson Street 32 and 33 Rami Trail(New South Henderson Street and South 420 Construction) Adams Street 34 through 38 West Broadway Avenue South Jennings Avenue and South 2350 Henderson Street 39 and 40 West Peter Smith Street Hemphill Street and South Jennings 550 Avenue 41 and 42 West Tucker Street College Avenue and Lipscomb Street 450 43 and 44 West Hattie Street May Street and South Jennings 220 Avenue 45 and 46 West Cannon Street Lipscomb Street and Hemphill Street 430 47 and 48 West Cannon Street Hemphill Street and South Jennings 520 Avenue 49 and 50 West Leuda Street South Jennings Avenue and 530 Hemphill Street 51 and 52 Grainger Street Pennsylvania Avenue and West 660 Leuda Street 53 and 54 Hurley Avenue West Rosedale Street and West 820 Magnolia Avenue 55 and 56 College Avenue West Magnolia Avenue and West 440 Morphy Street 57 and 58 Alston Avenue West Magnolia Avenue and West 400 Morphy Street 59 and 60 Washington Avenue West Rosedale Street and West 820 Magnolia Avenue Subsurface types encountered during the field exploration are presented on the Log of Boring sheets included in the Appendix. The boring logs contain our Field Technician's and Engineer's interpretations of conditions believed to exist between actual samples retrieved. Therefore, the boring logs contain both factual and interpretive information. Lines delineating subsurface strata on the boring logs are approximate and the actual transition between strata may be gradual. 4.0 LABORATORY TESTS Selected samples of the subsurface materials were tested in the laboratory to evaluate their engineering properties as a basis in providing recommendations for pavement design and earthwork construction. The following laboratory tests were performed to facilitate pavement section recommendations: 3 ALPHA Report No. W 180776 • Moisture Content (ASTM D 2216) • Atterberg-Limits (ASTM D 43 18) • Unconfined Compressive Strength(ASTM D 2166) • Sulfate Content(TX-145-E Part II) • Lime Series (Plasticity Index vs. Lizzie Content) A brief description of testing procedures used in the laboratory can be found in Methods of Laboratory Testing, Section B-1 of the Appendix. Individual test results are presented on the Log of Boring sheets or summary data sheet enclosed in the Appendix. 5.0 GENERAL SUBSURFACE CONDITIONS Based on geological atlas maps available from the Bureau of Economic Geology, published by The University of Texas at Austin,the project site lies within the mapped interface of the Pawpaw, Wena Limestone and Denton Clay undivided formation and the Fort Worth Limestone and Duck Creek undivided formation. These formations generally consist of limestone with marl (limey shale)layers. Associated residual overburden soils generally consist of clay soils with low to high shrink/swell potential. Subsurface conditions can be highly variable along geological interfaces as indicated on the boring logs. Subsurface conditions encountered in most of the borings consisted of various layers of pavement underlain by clay, sandy clay, gravelly clay and/or shaly clay which extended to the termination depth of the borings. Limestone was encountered in about one-quarter of the borings at depths of about 2 ft to 9 ft below the ground surface which extended to the termination of the borings. Layers of limestone about 1'/ ft, to 6 ft thick were encountered within the clay soils at depths of about 2 ft to 5 ft in Borings 16, 18 and 23. Layers of clayey sand and clayey gravel were encountered at various depths in Borings 34, 38 and 40. The upper 1 ft to 10 ft of soils encountered in most of the borings were visually identified as fill material. More detailed stratigraphic information is presented on the Log of Boring sheets attached to this report. Pavement encountered at the surface generally consisted of asphalt underlain by bricks, concrete and/or road base. Table B contains a summary of the thickness of the different pavement layers encountered in the borings. TABLE B 5nmmer of Pavement Lu er Thickom" Boring As halt I [;rick Conerele BAJ§e Boring res Frail Brick Concrete B$se NG. ThtckafiIn NO. Thickness in 1 2 3.5 - 5 31 3 - 20 - 2 2.5 3.5 - - 32 2.5 _ _ _ 3 3.5 - 6.5 5 33 - - - _ 4 3.5 - 6 5 34 2 - 5 _ 5 2.5 - 5.5 5 35 1.5 - 5 6 1.5 - 5.5 3 36 2.5 - 9.5 _ 7' 3.5 - 16 2 37 2 - 3.5 - 8 11 - 23 - 38 3 - 8.5 - 9 1.5 _- _T4.5 - 39 2.5 4 ALPHA Report No. W 180776 OL TABLE B Suni niary of Pavement 11a er 'l'>ricica�es ea Boring Mphalt U lek Concrete. Base BorljIg As halt Brick apperLEC [iasc _ IN 0. 'Thickness j in No. Thic ma inl 10 2 - 6.5 4 40 2.5 - 9.5 - 11 4.5 - 5.5 2 41 5 - - - 12 3.5 - 5.5 - 42 8 - - - 13 3.5 - - - 43 3.5 - 6 - 14 2.5 - - 5 44 3.5 5 - - 15 3 - - - 45 6.5 - - - 16 3 - - - 46 7 - - - 17 1 2.5 - 4 47 8.5 - - - 18 1.5 - - 4 48 1 1.5 - - 19 1.5 - 4 - 49 2 - - - 20 10 - - - 50 2.5 - - - 21 1 - - 6 51 3 - 4 - 22 1.5 - 2 4 52 3 - 6 - 23 8 - - - 53 2 - 2 - 24 7.5 - - - 54 4.5 - - - 25 1 - 5 3 55 3 - 3 - 26 1.5 - - - 56 6.5 - 3.5 - 27 2.5 - - 6 57 4 - 4 - 28 1 - 14 - 58 6.5 - 4 - 29 2 - 20 - 59 3.5 - - - 30 2.5 - 4 - 1 60 2 - i - - 'A 2 inch layer of gravel base was encountered between two layers of the concrete in Boring 7. The granular soils (clayey sand and clayey gravel) encountered in the borings are considered relatively permeable and are anticipated to have a relatively rapid response to water movement. However, the clay sandy clay, shaly clay, gravelly clay and limestone encountered in the borings are considered relatively impermeable and are expected to have a slow response to water movement. Therefore, several days of observation would be required to evaluate actual groundwater levels within the depths explored. Also, the groundwater level at the site is anticipated to fluctuate seasonally depending on the amount of rainfall, prevailing weather conditions and subsurface drainage characteristics. Free groundwater was encountered during drilling at a depth of about 9 ft below the ground surface in Boring 40. No free groundwater was encountered in the remaining borings. However, it is common to encounter seasonal groundwater in fill and granular materials, from fractures within the clayey matrix, at the soil/rock (limestone) interface or from fractures in the rock, particularly during or after periods of precipitation. If more detailed groundwater information is required, monitoring wells or piezometers can be installed. Further details concerning subsurface materials and conditions encountered can be obtained from the Log of Boring sheet provided in the Appendix of this report. 5 ALPHA Report No. W 180776 #1k 6.0 DESIGN RECOMMENDATIONS The following design recommendations were developed on the basis of the previously described Project Characteristics (Section 2.0) and General Subsurface Conditions (Section 5.0). If project criteria should change our office should conduct a review to determine if modifications to the recommendations are required. Further, it is recommended our office be provided with a copy of the final grading plans and specifications for review prior to construction. The following design criteria given in this report were developed assuming existing streets are near final grade, requiring cuts and fills of less than 1 ft to achieve final grade for reconstructed streets. We have further assumed maximum, cutting or filling of 2 ft will be required for new construction (Raimi Trail). Cutting and filling in the streets other than discussed herein can alter the recommended design parameters. Therefore,it is recommended our office be contacted before performing other cutting and filling on site to verify appropriate design parameters are utilized for final design. 6.1. Pavement Sub rade Preparation We expect the pavement subgrade soils could consist of clay, sandy clay, gravelly clay, clayey sand,clayey gravel or similar onsite materials used for grading in various areas across the site. We further understand the subgrade could consist of flexible base material or recycled material processed from the existing asphalt or concrete pavement sections. Since the subgrade conditions and required treatments could vary along the proposed road alignments, ALPHA should be retained to observe construction to verify conditions are as expected. Also,we should be provided with the final grading plan for review prior to construction to verify or modify in writing the recommendations contained in this report. Based on conditions encountered in the borings, the pavement could experience soil-related potential seasonal movements on the order of about 2 to 6 inches,depending on the location. Since the active depth of moisture change, and thus the depth of soil movement, is typically about 15 ft in the subject geographical area, deeper borings would be required to more accurately define potential movements. If this level of movement is not acceptable, or if deeper borings are desired, our office should be contacted. The potential seasonal movement discussed above was estimated in general accordance with methods outlined by Texas Department of Transportation (TxDOT) Test Method Tex-124-E and engineering judgment and experience. Estimated movements were calculated assuming the moisture content of the in-situ soil within the normal zone of seasonal moisture content change varies between a "dry" condition and a "wet" condition as defined by Tex-]24-E. Also, it was assumed a 1 psi surcharge load from the pavement acts on the subgrade soils. Movements exceeding those predicted above could occur if positive drainage of surface water is not maintained or if soils are subject to an outside water source, such as leakage from a utility line or subsurface moisture migration from off-site locations. California Bearing Ratio(CBR)tests were not performed for this specific project. However,based on our experience in the area and similar conditions, the CBR value for the natural clay soil is estimated to be about 3. Following improvement with lime,cement,flexible base material or RAP, the CBR value for the lime stabilized clayey soils is expected to be at least 10. 6 ALPHA Report No. W 180776 In general, clay and sandy clay soils with a plasticity index of 11 or greater should be lime stabilized. Clayey sand or clayey gravel should be stabilized with cement. We recommend subgrade improvement extend at least 1 ft beyond the edge of the pavement to reduce effects of = seasonal shrinking and swelling upon the extreme edges of pavement. 6.1.1. Subgrade Improvement Using Lime Stabilization for Portland Cement Concrete(PCC) Pavement The exposed clayey surface soils should be scarified and mixed with lime to a depth of 6 inches for the 6 inch PCC section and to a depth of 8 inches for the 7, 9 and 10 inch PCC sections. The lime should be mixed in conformance with TxDOT Standard Specifications Item 260. The recommended lime application rate for the 6 inch mixed depth is 30 lbs per sq yd which is the minimum application rate determined by the City of Fort Worth. The recommended application rate for the 8 inch mixed depth is 36 lbs per sq yd which equates to about 6 percent, by weight, based on a diy soil unit weight of 100 pef. The results of lime series tests performed on composite samples from the upper 4 ft of the borings taken across the site are attached to this report(Figures 2A-2D)_ The soil-lime mixture should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the mixture's optimum moisture content. In all areas where hydrated time is used to stabilize subgrade soil, routine Atterberg-limit tests should be performed to verify the resulting plasticity index of the soil-lime mixture is attor below 15. 6.1.2. Sub rade Improvement Usina Cement Stabilization for Portland Cement Concrete(.PCC) Pavement Cement modification should be used in pavement areas where the pavement subgrade consists of clayey sand or clayey gravel with a plasticity index less than 11. The exposed surface of the pavement subgrade soils should be scarified to a depth of 6 inches and mixed with at least 5 percent Portland cement(by dry unit weight) in conformance with TxDOT Item 275. Assuming an in-place unit weight of 105 pef for the pavement subgrade soils, this percentage of cement equates to about 24 lbs of cement per sq yard of subgrade treated. The soil-cement mixture should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of-1 to +3 percentage points of the mixture's optimum moisture content. Cement stabilization could also be utilized where the subgrade consists of clay and sandy clay soils with higher plasticity indices. However,it is expected that processing cement into these materials will be more difficult. 6..1.3. Subgrade Improvement Using Flexible Base Material for Portland Cement Concrete(PCC) Pavement Flexible base material could be used in lieu of lime or cement stabilization. Flexible should meet the requirements of TxDOT Standard Specifications Item 247, Type A, Grade 1-2. The flexible base should be compacted to at least 95 percent of standard Proctor maximufn dry density (ASTM D 698) and within the range of 2 percentage points below to 2 percentage points above the material's optimum moisture content. 7 ALPHA Report No. W 180776 Prior to placing the flexible base material, the exposed subgrade should be scarified to a depth of at least 6 inches and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698) and within the range of 0 to 4 percentage points above the material's optimum moisture content. 6.1.4. Subgrade Improvement Using Recycled Asphalt Pavement (RAP)for Portland Cement Concrete(PCQ Pavement Recycled asphalt pavement (RAP) can also be used in lieu of lime or cement. RAP produced from the existing pavement sections can consist of a thoroughly blended mixture of the existing asphalt or concrete cement, the underlying base and/or soil materials, and portland cement additive. Supplemental aggregate base material can be added as needed. The asphalt or concrete materials should be pulverized to a maximum nominal particle size of 1 inch, and should be blended with a sufficient amount of the underlying soils, and supplemental materials such that the amount of pulverized asphalt or concrete in the mixture is not more than 50 percent(by volume)of the total mix volume. Any clayey subgrade materials combined with the mix should be limited to not more than 70 percent by volume. Any imported aggregate base used as supplemental material should conform to TxDOT Standard Specification Item 247, Grade 1-2, Type A or D. Up to 95 percent of the mix could consist of aggregate base. The asphalt-soil or concrete-soil blended material should be mixed with a minimum of 5 percent Portland cement (by dry unit weight), in conformance with TxDOT Standard Specifications Item 275. The actual percent of cement should be determined once final RAP material proportions are finalized. The RAP or recycled concrete pavement can be produced by mixing the material in place or by removing the material and processing it in staging areas. From our experience,it can be very difficult to maintain and control uniform materials and proper grades when utilizing recycled pavement materials. It may be necessary to process the materials in a staging area to maintain uniformity and then spread the materials on the subgrade. The recycled pavement mixture should be spread to a uniform thickness across the entire pavement area in maximum 6 inch lifts, with each lift compacted to a minimum of 95 percent of the material's maximum standard Proctor dry density (ASTM D 698) at a workable moisture content near optimum. 6.1.5. Subgrade Improvement Using Pulverized Concrete from Existing Pavement for New Asphalt Concrete (AC) Pavement As discussed in Section 2.0, one of the sections planned for various streets will consist of 2 inches of HMAC over 8 inches of pulverized and cement treated PCC from the existing pavement sections. The existing concrete pavement should be pulverized such the maximum nominal aggregate size is 2 inches or less. The concrete should be thoroughly pulverized as to incorporate sufficient fines to prevent the presence of voids around larger diameter pieces. A gradation of at least 40 percent passing a standard No. 4 sieve is recommended. The underlying clayey subgrade soils could be mixed with the pulverized concrete to include 8 ALPHA Report No. W 180776 up to 30 percent of the mix. Supplemental aggregate base material can be added as needed. Any imported aggregate base used as supplemental material should conform to TxDOT Standard ,Specification Item 247, Grade 1-2, Type A or D. Up to 95 percent of the mix - could consist of aggregate base. The pulverized material should be mixed with a minimum of 5 percent Portland cement(by dry unit weight), in conformance with TxDOT Standard Specifications Item 275. The actual percent of cement should be determined once final material proportions are finalized. The pulverized mixture should be spread to a uniform thickness across the entire pavement area in maximum 6 inch lifts, with each lift compacted to a minimum of 95 percent of the material's maximum standard Proctor dry density (ASTM D 698) at a workable moisture content near optimum. Special Considerations for Micro-Cracking: Following compaction of the cement treated, pulverized concrete and prior to placing the asphalt pavement section, the cement treated layer should be micro-cracked to introduce a network of hair line cracks. The purpose of micro-cracking is to pre-crack the cement treated material to significantly reduce or prevent reflective cracking from occurring through the asphalt layer. Micro-cracking should be performed between 24 to 48 hours after the cement treatment is completed. During this period(24 to 48 hours)the treated material must be kept moist at all times. Micro-cracking should extend throughout the entire length and width of the pavement section. Micro- cracks should be introduced using vibratory rollers weighing about 10 to 12 tons travelling at a relatively low speed(2 mph or less). The micro-cracking should be performed with a minimum of one pass of a vibratory roller. Please note; we did not encounter reinforcing steel in the concrete cores retrieved from the borings. However,reinforcing steel could be present in some areas. Any reinforcing steel should be removed prior to treating the pulverized material with cement. 6.2. Portland-Cement Concrete Pavement Section Using the 1993 AASHTO pavement design procedures (WinPAS computer program distributed by American Concrete Pavement Association), the following design parameters were used in analyses of the PCC pavement section. Based on our experience with similar projects and requirements from the referenced Pavement Design Manual for the City of Fort Worth, the following design parameters were used in analyses of the PCC pavement sections. Compressive strength of concrete 3,600 psi at 28 days Modulus of Elasticity 4,000,000 psi Modulus of Rupture 620 psi Modulus of Subgrade Reaction* 200 pet Load Transfer Co-efficient 3.0 Drainage Coefficient 1.0 Initial PSI 4.5 Terminal PSI for 2.25 Standard Deviation 0.39 Reliability 85 percent 9 ALPHA Report No. W 180776 #'k *Subgrade prepared with lime stabilization, cement stabilization, flexible base material or RAP as discussed in Sections 6.1.1 through 6.1.4. Traffic volumes for the subject streets were not provided to us. Based on the above parameters, the planned pavement sections consisting of 6, 7, 9 and 10 inches constructed over an improved subgrade are estimated to support the number of equivalent single axel loads (ESALs) over their useful service life as summarized in Table C. TABLE C I Iimated F ALs for Given PCC S"tion 11C_CThiVk1L ss i11) L'AMIL101 ESALs 6 750,000 7 1,700,000 9 7,300,000 10 14,100,000 PCC should have a minimum 3,600 psi compressive strength at 28 days. The concrete section should be placed over a properly prepared subgrade as discussed above. Concrete should be designed with 5 + 1 percent entrained air. Reinforcing steel for concrete pavement should be in accordance with Table 4.1 of the referenced Pavement Design Manual (No. 3 bars for 6 and 7 inch PCC sections and No. 4 bars for 9 and 10 inch PCC sections). Joints and saw-cutting in concrete should be in accordance with Section Four of the referenced Pavement Design Manual. 6.3. As halt Concrete Pavement Section The asphalt pavement section consisting of 2 inches of HMAC over 8 inches of cement treated, pulverized concrete, was analyzed using the 1993 AASHTO pavement design procedures (WinPAS computer program distributed by American Concrete Pavement Association). Based on our experience with similar projects and requirements from the referenced Pavement Design Manual for the City of Fort Worth, the following design parameters were used in analyses of the asphalt concrete pavement section. Reliability 85 percent Standard Deviation 0.45 Soil Resilient Modulus 4,500 (psi), CBR=3 Initial PSI 4.2 Terminal PSI 2.25 Based on the referenced Pavement Design Manual for the City of Fort Worth, a structural coefficient of 0.44 was used for Type D asphalt surface course (TxDOT Standard Specification Item 340). Based on our experience a structural coefficient of 0.20 was used for the cement treated, pulverized concrete base layer. Table D contains a summary of the planned asphalt section and an estimate of the total ESALs the section will support over its useful life. 10 ALPHA Report No. W 180776 TABLE D SMM imiary of Asphnll Pavement Section Layer Strachiral Lay'erStruetural Layer Material Thlcicness(in) Coellidenl Number Type D Asphalt Surface Course 2 0.44 0.88 Cement-Treated Concrete Base layer 8 0.20 1.60 Cumulative Structural Number 2.48 Supported ESALs over Service Life 55,000 6.4. Asphalt Overlay As discussed,we understand some of the streets will be rehabilitated with a treatment of a 2 inch asphalt overlay_ Asphalt used for the overlay should conform to TxDOT Standard Specification Item 340—Type D Surface Course. Prior to placing the overlay, the surface of the existing pavement should be milled to provide a uniform surface for the overlay. Asphalt overlays should only be used where at least 3 inches of the existing asphalt or concrete remains after milling. See Table B for a summary of pavement thicknesses encountered in the borings. Any potholes or localized areas of distress deeper than 2 inches should be patched/repaired with new asphalt. Before the overlay is placed, a tack coat should be applied to the milled surface. Frequent maintenance and significantly reduced life (as compared to new full depth pavement sections)should be expected with an asphalt overlay. Careful monitoring should be conducted on a regular bases to detect any cracks, rutting or general distress that could occur over time. Any monitored distress should be repaired without delay. Reflection cracking is expected to occur in any areas where there is an underlying PCC pavement layer. Since the existing pavement sections and subgrade soils underlying the new overlay are highly variable,it is not reasonably possible to accurately predict the total traffic volumes that the overlay will support. From our experience,asphalt overlays generally have a shorter service life than new constructed full depth pavement sections. We would expect properly constructed asphalt overlays for this project to generally have a service life of about 2 to 7 years depending on the characteristics of the underlying pavement and subgrade soils. ALPHA Report No. W 180776 4N 6.5. Soluble Sulfates Nine (9) samples obtained from the borings were tested for soluble sulfate concentrations. Result of the laboratory testing(TxDOT Test Method TEX-145-E Part Il) is provided in Table C. TABLE E Soluble Sulfates 13arin� l�cls�li, materlai TySoluble UKate, mglKg I sr. 0 ID 1 1-2 Dark Brown Clay 54 3 1-2 Tan Clay-Fill 58 18 1-2 Tan and Light Brown Clay 644 20 0-2 Brown Clay 890 25 1-2 Brown Clay 61 30 1-2 Brown Clay 48 40 1-11/2 Tan Clayey Sand 63 45 1-2 Brown Clay 65 47 1-2 Light Brown Clay 712 Based on the results of laboratory testing, the soluble sulfate content measured in the samples tested is considered relatively low (<3,000 ppm). It should be noted that concentrations of soluble sulfates in soil are typically very localized and concentrations in other areas of the site could vary significantly. Therefore, it is recommended sulfate sampling/testing be performed during construction. During construction experienced geotechnical personnel should make close observations for possible sulfate reactions. 6.6. Drainage Considerations Adequate drainage should be provided to reduce seasonal variations in the moisture content of subgrade soils. Final grades within 5 ft of the pavement should be adjusted to slope away from the pavement at a minimum slope of 2 percent or a suitable storm sewer should be in place to remove surface water. Maintaining positive surface drainage throughout the life of the pavement is essential. 7.0 GENERAL CONSTRUCTION PROCEDURES AND RECOMMENDATIONS Variations in subsurface conditions could be encountered during construction. To permit correlation between test boring data and actual subsurface conditions encountered during construction, it is recommended a registered Professional Engineering firm be retained to observe construction procedures and materials. Some construction problems, particularrly degree or magnitude, cannot be anticipated until the course of construction. The recommendations offered in the following paragraphs are intended not to limit or preclude other conceivable solutions, but rather to provide our observations based on our experience and understanding of the project characteristics and subsurface conditions encountered in the boring. 12 ALPHA Report No. W 180776 7.1. Site Preparation and Grading Limestone was encountered within about 2 ft to 3 ft of the ground surface in some of the borings and could be encountered during general excavation and grading in some areas of the site. From our experience, this limestone can be hard and may be difficult to excavate. Rock excavation methods (including, but not limited to rock teeth, rippers,jack hammers, or sawcutting) may be required to remove the limestone_ Crushing equipment may be required to process this limestone if it is desired to use this material as compacted fill on the site. The contractor selected should have experience with excavation in bard limestone. All areas supporting the pavement, flatwork and areas to receive new fill (if any) should be properly prepared. • After completion of the necessary stripping, clearing, and excavating and prior to placing any required fill, the exposed subgrade should be carefully evaluated by probing and testing. Any undesirable material (debris, organic material, wet, soft, or loose soil) still in place should be removed. • The exposed subgrade should be further evaluated by proof-rolling with a heavy pneumatic tired roller, loaded dump truck or similar equipment weighing approximately 25 tons to check for pockets of soft or loose material hidden beneath a thin crust of possibly better soil. Proof-rolling procedures should be observed routinely by a Professional Engineer, or his designated representative. Unsuitable subgrade exposed during the proof-roll should be removed and replaced with well-compacted material as outlined in Section 7.2. • Prior to placement of any fill, the exposed subgrade should then be scarified to a minimum depth of 6 inches and re-compacted as outlined in Section 7.2. If fill is to be placed on existing slopes (natural or constructed) steeper than six horizontal to one vertical (6:1), the fill materials should be benched into the existing slopes in such a manner as to provide a minimum bench-key width of five(5)feet. This should provide a good contact between the existing soils and new fill materials, reduce potential sliding planes, and allow relatively horizontal lift placements. Even if fill is properly compacted as recommended below, fills in excess of about 10 ft are still subject to settlements over time of up to about 1 to 2 percent of the total fill thickness. This should be considered when designing utility tines under pavement. Slope stability analysis of embankments (natural or constructed)was not within the scope of this study. The contractor is responsible for designing any excavation slopes, temporary sheeting or shoring. Design of these structures should include any imposed surface surcharges. Construction site safety is the sole responsibility of the contractor, who shall also be solely responsible for the means, methods and sequencing of construction operations. The contractor should also be aware that slope height, slope inclination or excavation depths (including utility trench excavations) should in no case exceed those specified in local, state and/or federal safety regulations, such as OSHA Health and Safety Standard for Excavations, 29 CFR Part 1926, or successor regulations. 13 ALPHA Report No. W 180776 Stockpiles should be place well away from the edge of the excavation and their heights should be controlled so they do not surcharge the sides of the excavation. Surface drainage should be carefully controlled to prevent flow of water over the slopes and/or into the excavations. Construction slopes should be closely observed for signs of mass movement, including tension cracks near the crest or bulging at the toe. If potential stability problems are observed, a geotechnical engineer should be contacted immediately. Shoring, bracing or underpinning required for the project (if any) should be designed by a professional engineer registered in the State of Texas. Due to the nature of the clayey and sandy soils found near the surface at the boring,traffic of heavy equipment(including heavy compaction equipment)may create pumping and general deterioration of shallow soils. Therefore, some construction difficulties should be anticipated during periods when these soils are saturated. 7.2. Fill Compaction The following recommendations pertain to general fill compaction. The final pavement subgrade should be compacted as recommended in Section 6.1. Clay and shaly clay soils with a plasticity index equal to or greater than 25 should be compacted to a dry density between 95 and 98 percent of standard Proctor maximum dry density(ASTM D 698). The compacted moisture content of the clays during placement should be within the range of 2 to 5 percentage points above optimum. Clayey sand, clayey gravel and sandy clay soils with a plasticity index less than 25 should be compacted to a dry density of at least 95 percent of standard Proctor maximum dry density(ASTM D 69 8)and within the range of 1 percentage point below to 3 percentage points above the material's optimum moisture content. Clayey materials used as fill should be processed and the largest particle or clod should be less than 6 inches prior to compaction. In cases where either mass fills or utility lines are more than 10 ft deep, the fill/backfill below 10 ft should be compacted to at least 98 percent of standard Proctor maximum dry density(ASTM D 698)and within 2 percentage points of the material's optimum moisture content. The portion of the fillfbackfill shallower than 10 ft should be compacted as outlined above. Compaction should be accomplished by placing fill in about 8-inch thick loose lifts and compacting each lift to at least the specified minimum dry density. Field density and moisture content tests should be performed on each lift. 7.3. Groundwater Groundwater was encountered at a depth of about 9 ft below the ground surface in Boring 40. Based on our experience with similar soils, shallower groundwater seepage could be encountered in excavations for pavement, utility conduits and other general excavations at this site. The risk of encountering seepage increases with the depth of excavation and during or after periods of precipitation. Standard sump pits and pumping may be adequate to control minor seepage on a local basis in relatively shallow excavations. 14 ALPHA Report No. W 180775 Where groundwater is encountered in granular soils, sump pits may not be adequate to control seepage and supplemental dewatering measures may be necessary to control groundwater seepage. Supplemental dewatering measures include (but are not limited to) submersible pumps in slotted casings and well points. In any areas where cuts are made, attention should be given to possible seasonal water seepage that could occur through natural cracks and fissures in the newly exposed stratigraphy. The risk of encountering seepage is increased where limestone is exposed in excavations or is near final grade. In these areas, subsurface drains may be required to intercept seasonal groundwater seepage. The need for these or other de-watering devices should be carefully addressed during construction. Our office could be contacted to visually observe the final grades to evaluate the need for such drains. 8.0 LIMITATIONS Professional services provided in this geotechnical exploration were performed,findings obtained, and recommendations prepared in accordance with generally accepted geotechnical engineering principles and practices. The scope of services provided herein does not include an environmental assessment of the site or investigation for the presence or absence of hazardous materials in the soil, surface water or groundwater. ALPHA, upon written request, can be retained to provide same. ALPHA TESTING, INC. is not responsible for conclusions, opinions or recommendations made by others based on this data. Information contained in this report is intended for the exclusive use of the Client(and their designated design representatives)and is related solely to design of the specific structures outlined in Section 2.0. No party other than. the Client (and their designated design representatives) shall use or rely upon this report in any manner whatsoever unless such party shall have obtained ALPHA's written acceptance of such intended use. Any such third party using this report after obtaining ALPHA's written acceptance shall be bound by the limitations and limitations of liability contained herein, including ALPHA's liability being limited to the fee paid to it for this report. Recommendations presented in this report should not be used for design of any other structures except those specifically described in this report. In all areas of this report in which ALPHA may provide additional services in requested to do so in writing, it is presumed that such requests have not been made if not evidenced by a written document accepted by ALPHA. Further, subsurface conditions can change with passage of time. Recommendations contained herein are not considered applicable for an extended period of time after the completion date of this report. It is recommended our office be contacted for a review of the contents of this report for construction commencing more than one (1) year after completion of this report. Non- compliance with any of these requirements by the Client or anyone else shall release ALPHA from any liability resulting from the use of, or reliance upon, this report. Recommendations provided in this report are based on our understanding of information provided by the Client about characteristics of the project. If the Client notes any deviation from the facts about project characteristics,our office should be contacted immediately since this may materially alter the recommendations. Further, ALPHA TESTING, INC. is not responsible for damages resulting from workmanship of designers or contractors and it is recommended the Owner retain qualified personnel, such as a Geotechnical Engineering firm,to verify construction is performed in accordance with plants and specifications. 15 APPENDIX ALPHA Report No. W 180776 A-1 METHODS OF FIELD EXPLORATION Using standard rotary drilling equipment, 60 pavement cores and 59 test borings were performed for this geotecbnical exploration at the approximate locations shown on the Boring Location Plan, Figure 1. The test boring locations were selected by the Client and adjusted by ALPHA to avoid conflicts with utilities where necessary/possible. The borings were staked by using a handheld GPS unit or pacing/taping and estimating right angles from landmarks which could be identified in the field and as shown on the site plan provided during this study. The locations of the test borings shown on the Boring Location Plan are considered accurate only to the degree implied by the method used to locate the borings. Relatively undisturbed samples of the cohesive subsurface materials were obtained by hydraulically pressing 3-inch O.D. thin-wail sampling tubes into the underlying soils at a depth of about 1 ft (ASTM D 1587). The samples were removed from the sampling tubes in the field and evaluated visually. Representative portions of the samples were sealed in a plastic bag for use in future visual evaluated and possible testing in the laboratory. Some soil samples were obtained using split-spoon sampling procedures in accordance with ASTM Standard D 1586. Disturbed samples were obtained at selected depths in the borings by driving a standard 2-inch O.D. split-spoon sampler 18 inches into the subsurface material using a 140-pound hammer falling 30 inches. The number of blows required to drive the split-spoon sampler the final 12 inches of penetration (N-value) is recorded in the appropriate column on the Log of Boring sheets. The Texas Cone Penetration (TCP) test was used to assess the apparent in-place strength characteristics of the rock type materials. The TCP test consists of a 3-inch diameter steel cone driven by a 170-pound hammer dropped 24 inches (340 ft-pounds of energy) and is the basis for TxDOT strength correlations. Depending on the resistance (strength) of the materials, either the number of blows of the hammer required to provide 12 inches of penetration, or the inches of penetration of the cone due to 100 blows of the hammer are recorded on the field logs and are shown on the Log of Boring sheets as"TX Cone" (reference: TxDOT Test Method TEX 132-E). The boring logs are included in the Appendix of this report. The logs show visual descriptions of subsurface strata encountered using the Unified Soil Classification System_ Sampling information, pertinent field data, and field observations are also included. Samples not consumed by testing will be retained in our laboratory for at least 14 days and then discarded unless the Client requests otherwise. i�!J, - I DOWLL OtC ,. dill f Ad Th Lb el cg x,06 ,.r dill f WC lo IkF !"X: 1-4 1 _ z k FL CA W � W z U r� " - + — • - — rp�yml�aQb � 1 i �■ r ,h .s IF i IT: � { wArrlr z .L�Juls KnOIHZVa 'S W G4 as ��2ILS CraodMV110 1 ' a I]1�IUAV NVA, l L5L_ o � ■ � F ti YY * I � w A ' zAgxis NiV IL p4 00 • 'a -I ) ��rtr ai LO P4 O i P4 GLIQ - !� OI- a C7w > w � ` o Y, O - aQ ir .+ice - _ ' '-xzz-• �� i 55 '+1 'A" wo i r i i (s ■ tF-5:, W? ISI � n s Q ` a7 '; I ► f r`"�il �W fs —Will' r F 1 f I f- I #■ L � w Hx O � � ww �o 3 71M 1p Inp V 1 L I.n 0 lV - O40 ,I vAr 4. MW.II I I s f Y 1 . � �, ► �.` � `..J� �I� � , � "I.—" �" I Y {{ �''f Imo, �f'I `I }� �5 ..atm I sm rl Z Jim- {' ++ !{ �:��' ..^J• R.y t' Irl 04S low 71 IM 2 t' ? G rI T-i 7 ! 3{��L T"fJ t � . .�!• '1'isYiu:�l':� _ { -'Kr '� Irk Z O K r 7SI � = hw � Hx 5 � '�irli�l��� � I� tl{� - STT • �'+�;,� ,.�,� ��ry � I�I��c roaI Z - ` J L {_L F ;0-91 k IL . ref lo / j ALusl } m si r Ir ' * S. J'ENNINGS AVENUE ' ^� F-1 R _ !ii O ,Pat =alis ' i, qH O 1+ CiRA1NGER STREET1 otc .04 y+ ax llEMI'r11Li, STREEir ZJ t JOW I4' O :t - gr z � rMfg. f O cn 0� } _J z RA 21 NOLSA' ' z aam -Da x �. '44 1 :. WASHINGTON AVENUE + IL 1 JI 04t, � V 1 jj��4 LL CIO �w wow r� lel � • y i h 1 - . OR : s� � -� -•'pax - � � rt z � F� OQ5 HURLEY AVENUE a w W lLo . _H l 0 P4 Wap d ALPHA Report No. W 180776 B-1 METHODS OF LABORATORY TESTING Representative samples were evaluated and classified by a qualified member of the Geotechnical Division and the boring logs were edited as necessary. To aid in classifying the subsurface materials and to determine the general engineering characteristics, natural moisture content tests (ASTM D 2216), Atterberg-limit tests (ASTM D 4318), percent material passing sieve #200 (ASTM D 422) and dry unit weight determinations were performed on selected samples. In addition, unconfined compressive strength tests (ASTM D 2166) and pocket-penetrometer tests were conducted on selected soil samples to evaluate soil shear strength. Results of the laboratory tests described above are provided on the Log of Boring sheets. Four (4) lime series tests was also performed on a composite sample of soils retrieved from the upper 4 ft of the borings. Results of the lime series tests are shown as Figures 2A through 2D. ALPHA #\ TESTING WHERE IT ALL BEG1M8 Geotechnical a tbnstrnctinrr Materials o Errvironrrrental © TBPE Firm No.813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W180776 Date: 05/30/18 Composite Sample from Borings 29,30,31 %Lime 0% 2% R% 6% 8% PI 31 13 8 6 5 70 I 65 f 60 41 55 � �� 50 45 i 40 x'35 I 30 25 — — 20 15 � _ L 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2A ALPHA #\ TE STIN0 WHERE 11 ALL BEGINS GeotecLnirulw Cbrrstruction.Mlaterials i��rilr��rrHr�rlut w TBPE Firm No.813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W180776 Date: 05/30/18 Composite Sample from Borings 1,2,3, 4 %Lime 0% 2% 4% 6% 8% PI 30 17 10 8 7 70 65 60 55 50 it45 - 40 1 a 35 30 25 - — - — — — �- 20 I - 15 I ' 10 -- - - 0 0% 1% 2% 3% 4°% 5% 6% 7% 8% 9% 10°% 11% 12% 13% 14% 15% Percent Dry Weight of Lime FIGURE 2B AIFHA #NJESTING INHERE IT ALL BEGINS Ceutechnrea!o Constracfion=lfaferiafv a F,nvironinental o TBPE Firm No.813 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W180776 Date: 05/30/18 Composite Sample from Borings 45,46,47 %Lime 0% 2% 4% 6% 8% PI 29 16 7 5 4 70 ss 60 1 55 50 45 40 G.35 F 30 25 20 15 i I 10 -r 5 � 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10°% 11% 12% 13% 14% 16% Percent Dry Weight of Lime FIGURE 2C ALPHA #LTESTING WNkNt IT ALL BEGINS �cofechaaicut s COMIPOvd0 n Aluterieff_e + Envirovmental s TBPE ni rm No.8I3 REPORT OF MECHANICAL LIME SERIES RESULTS Project No: W180776 Date: 05/30/18 Composite Sample from Borings 18,23,24,20 %Lime 0% 2% 4% 6% 8% PI 38 22 16 15 12 70 65 60 I . 554-11 11 50 45 40 35 _ 30 25 20 15 _ 10 —�---� --- i -�-- 0% 1% 2% 3% 4% 5% 6% 7% 8% 9% 10% 11% 12% 13°% 14% 15% Percent Dry Weight of Lime FIGURE 2D 5058 Brush Creek Rd. LPT E T 1 ; Fort Worth, 'Texas LOG OF BORING NO.: 1 76119Sheet 7 of 1 817-496-5600 Far: 817-496-5608 PROJECT N®.: W18O776 WHERE IT ALL BEGINS ivwmalphatestingxom Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements _ Surface Elevation: Start Date: 4116/2018 End Date: 4/16/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUND WATER OBSERVATIONS ° � a m } o, m o SZ On Rods(ft): NONE a a' )N �' .2 J H � b mw Ur_. C 6 y E t � a oc� o a v :2 NAfterDrilling(ft}: DRY a� oci an E - r4 o 0 After Hours(ft): 0 t L- _z� Q w J aL a MATERIAL DESCRIPTION 'ASPHALT 0.2 3.5"BRICK 0 5 5"GRAVEL BASE 0.9 Dark Brown CLAY with gravel-possible fill 4.0 28 58 23 35 2.0 Brown CLAY with gravel 3.0 28 5 2.75 23 6.0 Tannish Brown CLAY with gravel 3.25 24 3.25 21 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALIPHA STIFort Worth,Texas LOG OF BORING NO.: 2 75119Sheet 1 of I Phone:817-496-5600 Fax: 817-496--5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS immalphatesting.com Client: A_N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: ^ Start Date: 4/1612018 End Date: 4/1612018 West: Drilling Method; CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs l in): GROUND WATER OBSERVATIONS r E m L On Rods(ft): NONE a urs v o� Q'' a E U F Z,Q o N Y d CJS C-2 m y a n T After Drilling(ft): DRY °n C3 41.2 v E c� �$ � o a d' n a o C 7-After Hours(ft): c cl Xd co Z 0 a a MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 3.5"BRICK 0.5 Brown CLAY-FILL - 3.5 21 with gravel to 2 ft 3.0 22 65 19 46 i 5 3.25 26 6.0 Tannish Brawn CLAY 4.5 23 I 3.75 24 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. Fort Worth, Texas LOG OF BORING NO.; 3 A L PH A �XTFSTING 76119 Sheet 1()f i 817-496-5600 Fax.- 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS immalphatestrng.com Client: A.N.A. Cousultants,LLC Location: Fort Worth Texas Project:_ Pavement and Roadway Improvements Surface Elevation: Start Date: 4/16/2016 End Date: 411612018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Rammer Drop(lbs 1 in): 140130 GROUND WATER OBSERVATIONSa N �— a z% a x V On Rods(ft): NONE CL z After Drilling(ft): DRY n a o E o $ t i Z" om After Hours(ft): P �' 4 CL N m y V' 0 X m c cn 'z J d m 0. a- ? fl MATERIAL DESCRIPTION 3.5'ASPHALT 0 3 Ry:p 6.5"CONCRETE ba 5"GRAVEL BASE 1.3 Tan CLAY-FILL 4,5+ 16 38 18 20 2.0 Tan and Gray CLAY with calcareous deposits and concrete fragments 4.5+ 16 5 3.5 14 6.0 Tan and Gray CLAY 4.5+ 15 4.5+ 16 9.0 Tan LIMESTONE with clay seams and layers 1001 1.5' 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPHA '� T hart Worth, lamas LOG OF BORING NO.: 4 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W 180776 WHERE IT ALL BEGINS }mm alphatestrng.c ont Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and RoadwaV Improvements Surface Elevation: Start Date: 4/16/2018 End Date: 4/16/2098 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs l in): 140130 GROUND WATER OBSERVATIONS d -51.E �3 r a axi SZ On Rods(ft): NONE F Z o m -,F ".m Z CC. a n 1 After Drilling(ft): DRY a p Cal m$ o o After Hours(ft): E oc g d c N F a a. MATERIAL DESCRIPTION 3.5"ASPHALT 0.3 6"CONCRETE 5"GRAVEL BASE 1.2 Brown CLAY with gravel-possible fill 4.5 25 71 26 45 2.0 Tan CLAY 4.5+ 23 Gray LIMESTONE 4.0 1001 0.75" 5 1001 0.25" TEST BORING TERMINATED AT 7 FT DUE TO 7.0 AUGER REFUSAL ON HARD LIMESTONE 10 5058 Brush Creek Rd. ALPHA TEFort Worth, Teras L®G OF BORING NO.: 5 76119 Sheet 1 of i Phone:. G 5 817-496-5600 PROJECT IVO.: W 180776 Faxa.v: 817-49608 MI E n E 11' ALL OFIGINS www.alphatesting.com Client: A_N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/16/2018 End Date: 4/16/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North; Hammer Drop(Ibs 1 in): GROUND WATER OBSERVATIONSC d a v c w E m x On Rods(ft): NONE F i `o y m°7 U �' -CC n U N U a After Drilling(ft): DRY a a o a dCq d$ 2 s v N After Hours(ft): � �' a o °� a m [7 m Xa a Bin z u MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 5.5"CONCRETE 0.7 5"GRAVEL BASE 1.1 Dark Brown CLAY 3.25 31 66 24 42 2.0 Brown CLAY 2.0 35 5 2.5 25 6.0 Light Brown CLAY with calcareous deposits 3.5 23 4.0 21 10 10.0 TEST BORING TERMINATED AT 10 FT ALPHA � � � � � � � 5058 Brush Creek Rd Fort Worth, Texas LOG OF BORING NO.: 6 76119 Sheet 1 of 1 Phone. 817-496-5600 PROJECT NO.: W180776 Far: 817-496-5608 ERE IT ALL BEGINS wwwalphatesting.com Client: A.N.A.Cousultants LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4116/2018 End Date: 4/16/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in).- GROUND n):GROUND WATER OBSERVATIONS 2 C x CL o rn� on � m - m U On Rods(ft): NONE o �, v a� �, E a a Q After Drilling(ft): DRY �' i d v E m o v o cJi x Q O c U a u After Hours(ft): ca E a a- a N U) x m C Bin 7- C- n. a MATERIAL DESCRIPTION ,,- 1.5"ASPHALT p. 5.5"CONCRETE 0.6 3"GRAVEL BASE 0,8 Dark Brown CLAY with gravel-FILL 3.25 33 Brown CLAY with gravel-possible fill 2.0 3.25 1.8 88 31 67 23 44 5 3.0 26 2.25 25 8.0 Tan CLAY with calcareous deposits 4.25 17 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd, A L P H A ATESTING Fort Worth, Texas LOO OF BORING NO.: 7 76119 Sheet 1 of 1 :817 496-5600 Fame 817-496-5608 PROJECT NO.: W180776 WHERE 1 i` ALL BEGINS immalphatesting.cam Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements _ Surface Elevation: Start Date: 4/16/2018 End Date: 4/1 612 01 8 West: Drilling Method. CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): GROUND WATER OBSERVATIONS -- C� d S v �, t x Q On Rods(ft): NONE mo o m 'ac J t After Drilling(ft): DRYQ o C7 o f m o a v :a a a Q Ua o_. 0 2 ani n`" w After Hours(ft): d m C m o o :? J ii tv cn xm 8in z a r� MATERIAL DESCRIPTION 3.5"ASPHALT 0 3 a4q.Q 4"CONCRETE 0.6 2"GRAVEL BASE 0.8 12"CONCRETE 9e4 1.8 Brown CLAY-passible fill -with sand and gravel at 2 ft to 6 ft 2.75 1A 101 23 71 23 48 5 2.75 10 2.0 28 2.25 26 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brash Creek Rd. ALPNA #kTESTING Fart Worth, 1exaS LOG OF BORING NO.: 8 76119 Sheat 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.:—W 180776 WHERE IT ALL BEGINS iuwmalphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surrace Elevation: Start date: 5!712018 End Data: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): GROUND WATER OBSERVATIONS a Q On Rods(ft): NONE a `a iu E �' m 'm fn a n 1 After Drilling(ft): DRY ood o m oZ o o o a o After HouS F m x m c $in z .� a A r� Z> a MATERIAL DESCRIPTION 11"ASPHALT 0.9 23"CONCRETE n .0 28 Brown CLAY-FILL 2.251 23 67 21 46 5 3.25 26 7.0 Tan and Gray CLAY 3.5 23 9.0 Brown CLAY 4.5+ 22 10 10.0 - TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPHA OJESTING Fort Worth,Texas LOG OF BORING NO.: 9 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE I Ti ALL 6 G G 1 N S ivm v alphatesting.corn Clierrt: A.N.A. Cousultants,LLC _ Location: Fort Worth,Texas_ Project: Pavement and Roadway Improvements Surface Elevation: Start hate: 4/16/2018 End Date: 4116/2018 West: Drilling Method: CONTINUOUS F=LIGHT AUGER North: Hammer Drop(lbs 1 in): GROUND WATER OBSERVATIONS _ cS L a x Q On Rods(ft): NONE o .k� 8 rn} m F Z `o U-3 G m Y E _ _ ti " After Drilling(ft): DRY n d _ o �m m o o- j o p O� d Q d N `--' O 0 n m NIF After Hours(ft): ro U m a y o o t J m @ CJ - X m a rn z a ° a ra MATERIAL DESCRIPTION �..g...- 1.6"ASPHALT 0. 4.5"CONCRETE 0.5 Brown CLAY with limestone fragments-FILL 4.0 19 48 18 30 2.0 22 4.0 Tan and Gray GRAVELLY CLAY with gravel 5 4.25 17 4.5+ 11 8.0 Light Brown CLAY 4.5+ 23 10 1a.o TEST BORING TERMINATED AT 10 FT SOSBrush Creek Rd. A L PH A #tTESTING Fort Warth, texas LOG OF BORING NO.: 10 76119 Sheet 1 of 1 Phan:817-494-5608 Fax: 817-496-5608 PROJECT NO.:—W180776 WHERE IT ALL BEGINS wmv.alphatesting.com Client: A.N.A. Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements surface Elevation: Start Date: 4123/2018 End Date: 4/2312018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): GROUNDWATER OBSERVATIONS a CD m E m j-- _ x m SZ On Rods(ft): NONE F a N 0 2 °c' Q 0- ,�_ After Drilling(ft): DRY y d o I c y CD o b u v ma c�Kn 02 a o C, U m U C3 ZAfter Hours(ft): E w ° 2 _a X m c in Zc m �a a Z) a MATERIAL DESCRIPTION 2"ASPHALT 0.2 15.5"CONCRETE 0.7 4"GRAVEL BASE 1.0 Tan,Brown CLAY with gravel and limestone fragments 0.75 21 43 17 1215 0.5 17 Light Brown SHALY CLAY 4.0 5 3.0 I 23 4.0 24 4.5 23 10 tO.Q TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPNA TN .Fort Worth, Texas LOCA OF BORING NO.: 11 76119Sheet 1 d 1 Phone:817 496-5600 Fax: 817-496-5608 PROJECT NOr.: W 180776 WHERE IT ALL BER 1 FI S )vwi v alphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 411 712 01 8 End Date: 4/17/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): 140130 GROUND WATER OBSERVATIONS G s a x s m - E" m 0 Q On Rods(ft): NONE a _ fiYll� U r Z After Drilling(ft): DRY a a s c 9 a Eo c m a o- ca o-Z a y d cV O .te a o g After Hours(ft): 8 o o .� a AT MATERIAL DESCRIPTION 4.5'ASPHALT 0.4 r�a. 5.5"CONCRETE 0.9 2"GRAVEL BASE 1.0 Brown CLAY-FILL 4,5+ 20 65 22 43 4.0 Brawn CLAY 5 4.5+ 17 6.0 Light Brown CLAY with calcareous nodules 4.5+ 16 30 18 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPHA #NtTEST1KG Fort Worth, Teas ®O OF BORING NO.: 12 76119 Sheet 9 of 1 Fax.- 817-4965608 PROJECT NO.:— W180776 WHERE f T ALL BEGINS Fax: hatestb-5608 i vw�v,alphatesting.com Client: A.N.A.Cousultants LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway improvements Surface Elevation: Start Date: 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGE=R North: Hammer Drop(lbs 1 in): GROUND WATER OBSERVATIONS N C L x ,fir S' Q On Rods(ft): NONE c m �j Q a After Drilling(ft): DRY >a v m o o n rj a { ): CL After Hours ft m v a a N m v> X m ?cn z J a a �rL MATERIAL DESCRIPTION 3.5"ASPHALT 0.3 m' 5.5"CONCRETE 0.8 Dark Brown CLAY 3.0 21 67 22 95 2.75 25 4.0 Tannish Brown CLAY 5 2.751 28 2.25 zz 8.0 Tan CLAY 2.0 22 _1D_ 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. Fort Worth, `i'exas LOG OF BORING NO.: 13 AIPHO ///XTESTING 76119 Sheet 1 of 1 F 817-496-5600 PROJECT NO.: W 180776 Fax:ax%, 817-496-5608 WHERE I T ALL BEGINS wwwalphatesting.com Client: A.N.A.Cousultants,LLC _ Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/16/2018 End Date: 4/16/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in)-. GROUND WATER OBSERVATIONS a o d o Y E t x -6 3Q Dn Rods(ft): NONE z � d Ut Ao �Zel oFDRY � m Z ot After Drilling(ft): 0o O o oo t c:30 U u a m oE2Aftor Hours(ft): X a c 0.0 a Z MATERIAL DESCRIPTION 3.5"ASPHALT 0.3- Brown 3Brown CLAY-FILL 2.75 21 43 16 27 2.0 Light Brown CLAY 3.75 24 5 4.25 24 4.5 23 4.5+ 23 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Wurh Creek Rd. ALPHI #& TESTING Fort Worth, Texas LOG OF BORING NO.: 14 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT N®.: W 180776 WHERE I T ALL BEGINS ivwiP.alphatesting.com Client: A_N.A.Cousultants LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Improvements SurFace Elevation: Start Date: 4/16/2018 End Date: 411612018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs!in): GROUND WATER OBSERVATIONS -- 'r-1d �E- 2 On Rods(ft): NONE a `a r ~ amid o Yip a.c 'wvl Q n 1 After Drilling{ft): DRY a o CJ o E �5 m$ 0 n o c U p 2 C3 2 After Hours{ft): E a N a o W MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 5"GRAVEL BASE 0.6 Tan CLAY 4.5+ 19 2.0 Light Brawn CLAY 4.5+ 3.2 107 21 57 23 34 5 4.25 23 4.5+ 22 4.5+ 23 10 10.0 TEST BORING TERMINATED AT 10 FT #*% TEST111'G 5058h Creek Rd. Wort Fort Worth, Texas LOG OF BORING NO.: 15 ALPHA 76119Sheet t of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: VII180776 WHERE IT ALL R F G[ N S ivwvivalphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUNDWATER OBSERVATIONS 19CL x m E J Ec Cn CL .J SZ On Rods(ft): NONE Q r After Drilling(ft): DRY °1 >a �0 0 � Q E cci� pg d Q d d(V o g After Hours(ft): rn X Q $ o z ? a Fa a MATERIAL DESCRIPTION 3"ASPHALT 0.3 Brown and Gray CLAY -with calcareous deposits from 1 ft to 3 ft 2.5 19 62 20 42 2.75 24 5 5.0 Light Brown and Gray SHALY CLAY 3.5 21 3.5 25 9.0 Light Brown SHALY CLAY 4.0 25 10 10.0 TEST BORING TERMINATED AT tOFT #X5058 Brush Creek Rd. AIPHRTESTING Fart worth, Tomas BOG OF BORING NO.: 16 7hone Sheet 1 of 1 Phase:8T7-496-5600 WHERE w T [, BEGINS Far: 817-496-5608 PROJECT NO.: W180776 ivmV.alphateslrng.com Client: A.N.A. Cousultants LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/7/2018 End Data; 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs l in): 140130 GROUND WATER OBSERVATIONS g Q On Rods(ft): NONE C o 4f 0 4m. 0 c E A. a Q n Auer Drilling(ft): DRY E 5 m o o v a o� o =� QAfter Hours(ft): E. a U ° m . u ; ;, 6 w U) x _ in ;� aD f a a a MATERIAL DESCRIPTION 'ASPHALT 0.3 light Brown CLAY with calcareous deposits 4.5+ 13 56 17 39 I 4.5+ 15 4.5 Tan WEATHERED LIMESTONE with clay seams 2.0 23 5 and layers 961 1.75 6.0 Tan CLAY 4-5+ 14 Gray CLAY with gravel 8.0 4.5+ 13 1010.0 TEST BORING TERMINATED AT 1 OFT A L N A A 50Brush Creek Rd TESTING Fn58 rt worth. Texas LOG OF BORING NO.: 17 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE l`l' A L I, B E G I N S www.alphatesting.cont Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/17/2018 End Date: 4/17/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 140130 GROUNDWATER OBSERVATIONS a of V C m r x 9 S/On Rods(ft): NONE a � ��gg a`� v� �'a' � a)aa) 9 ti After Drilling(ft): DRY a o o a o t m g a `-' n v� a2 � dN 0 v m v After Hours(ft): X 8in Z �o Q rn x m � $ � a t-a MATERIAL DESCRIPTION 1"ASPHALT 0. 2.5"BRICK 0• 4"GRAVEL BASE Brown CLAY with limestone fragments-FILL 6 2.0 Tannish Brown CLAY 4.5+ 13 54 18 36 4.5+ 13 5 5.0 Tan CLAY with calcareous deposits 4.5+ 12 6.0 Tan LIMESTONE with clay seams and layers 1001 10 10.0 TEST BORING TERMINATED AT 10 FT L P H A 5058 jh Creek RdHordrlWorth, 7�?xas LOG OF BORING NO.: 98 44 TESTING 76119 Sheet 1 of 1 Phone. 817-496-shoo PROJECT NO.: W180776 Fax: 817-496-5608 WHERE I T ALL BEGINS iuxnv.allAalesting.coin Client: A.N.A.Cousultants LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/17/2018 End Data: 4/17/2018 West. Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 140130 GROUND WATER OBSERVATIONS N E a L o K On Rods(ft); NONE a �' b U E E a a o o FO m 75 00 �o oa u After Drilling(ft): DRY 0� 2 urs( ): _ N �a a z za a MATERIAL_DESCRIPTION 1.5"ASPHALT 0 4"GRAVEL BASE 0.5 Tan and Light Brown CLAY with calcareous deposits possible fill 10 4.5+ 14 65 22 143 Tan CLAY 4.0 4.5+ 20 5 5.0 Tan LIMESTONE with clay seams and layers 100t 1.75" 8.0 Brown and Gray CLAY with gravel 4.5+ 14 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd Fort Worth, :l'exas LOG OF BORING NO.: 19 A LPN A f%, TESTING 76119Sheet 1 of 1 Phone:817-496 5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS wwwalphatestingcom Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project; Pavement and Roadway Improvements - Surface Elevation: Start Date: 4/23/2018 End Date: 4/2312018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 140130 GROUNDWATER OBSERVATIONS 9 E as U) E� i rn w SZ On Bods(ft): NONE F L. o 6 m co u 9 " After Drilling(ft): DRY y 4 c E c rn m o �L N Uw o$ d f 2 acv ❑`-' U U @ y o After Hours(ft): x _ $in z J a a }-a d MATERIAL DESCRIPTION 1.5"ASPHALT 0. aA_a4'a` 4"CONCRETE 0.5 Tan,Brown CLAY with calcareous deposits 4.5+ 5.6 120 9 43 19 24 4.5+ 10 5 4-5+ 10 38 4.5+ 15 8.0 Tan CLAY with calcareous deposits 4.5+ 18 1Q 10.0 TEST BORING TERMINATED AT 10 FT 5458 Brash Creek Rd. Fort Worth, Texas L®� ®F BORING ®�: 20 L PH A #%tT I STING 761.19 Sheet 1 of 1 Phone:817-496-5640 WHERE I T A 1 L BEGINS Fax: 817-496-5608 PROJECT NO.: W180776 ivw v.alphatesting.com Client: A_N.A. Cousultants LLC Location:_ Fort Worth,Texas Project: Pavement and RoadwaV Improvements Surface Elevation: Start Date. 4/23/2018 End Date: 4/23/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 140 130 GROUND WATER OBSERVATIONSd_ m 65 c 4 E m L w S S7 On Rods(ft): NONE F o N m m 0 cw_ E E Q 1After Drilling(ft): DRY m >0 C1 w o cYi m m o o � u a 8W a� o c o a n After Hours(ft): a Q m N a G N a' a =u' z ? m a a 3 MATERIAL DESCRIPTION 10"ASPHALT 0,8 Brown CLAY with gravel 4.5+ 5.2 110 17 72 22 50 2.0 Tannish Brown CLAY with calcareous deposits 4.5+ 11 5 4.5+ 15 4.5+ 12 -gravel layer at 8 h 40 8.0 Light Brown CLAY with gravel 4.25 16 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. Fort Worth, Texas LOG OF BORING No.: 21 A [ PRA #XTESIING 76119Sheet 1 of 1 Phone:817-496--5600 Far: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS wwmalphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/17/2018 End Date: 4/17/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): GROUND WATER OBSERVATIONS N £ m t as _ _ X o n o vNONE U mOn Rods(ft): L. o .N E E c V C J r After Drilling(ft): DRY o. n CLOG 0 P y=d a-N o �[After Hours(ft): z d Z °1 a u' �a D 8� Z a MATERIAL DESCRIPTION 1"ASPHALT 0. 6"GRAVEL BASE 0.7 Brown CLAY with gravel-FILL 3.75 21 3.75 2.2 102 23 65 23 42 4.0 Tan and Gray CLAY 5 3.5 16 4.0 16 -with calcareous deposits and gravel below 8 ft 3.5 17 10 10.0 TEST BORING TERMINATED AT 10 FT yr 5058 Brush Creek Rd. i Fort Worth, texas LOG OF BORING NO.; 22 76119 Sheet 1 of 1 Phone. 817-496-5608 Fav: 817-496-5608 PROJECT' NO.: W 180778 WHERE IT ALL BEGINS i uxn v.all�hatesting.cam Client: A_N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 411712018 End Date: 4/17/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I En): GROUND WATER OBSERVATIONS m E a, t x °' �Z On Rods(ft): "" w NONE do o 0 J a After Drilling(ft): DRY °1 s o o v c 10 ci - oCL u v� �o a n Z Afte r Hours(ft}; a a N w xm t C.1; o a rQ a Z D a MATERIAL DESCRIPTION 117 T 0.1 E 0.ASE=with gravol-FILL 4.5+ 14 43 17 26 4.5+ 12 4.0 n CLAY-possible fill 5 4.0 21 6.0 Tan CLAY with limestone fragments 3.25 8 4.0 11 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brash Creek Rd. Fort Worth, Texas LOG OF BORING NO.: 23 ALPRA AtTESTING 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496 5608 PROJECTNO.. W180776 WHERE 1 T ALL BEGINS wwmatphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation. Start Date: 412312018 End Date: 4/23/2018 West: Drilling Method. CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs l in): 140130 GROUND WATER OBSERVATIONS _ � C- o _ Q �Si g E �, x y QOn Rods(ft): NONE > `n m w U° ° aE Y L Z After Drilling(ft): DRY C >CI o v E M o �- v a 0. 'F ami d N U After Hours{ft): a 10 C3 C7 N X� -. vin Z � J n. m F-n. a a 3 a MATERIAL DESCRIPTION [I rBrown SPHALT0.7 CLAY with sand 3.25 20 60 18 42 2.0 Tan LIMESTONE wtih clay seams and layers 1001 2.25" 1001 V. 5 6.0 Gray LIMESTONE with clay seams and layers 8.0 Tan CLAY 3.5 27 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPHA #NtTESTING Fort Worth, Tex asLOG ®F BORING ®�: 24 76119 Sheet 1 of 1 Phone:817-496-5600 Far: 817-496-5608 PROJECT N®.; W180776 WHERE IT ALL BEGINS )vww.alphatesting.com Client. A.N.A.Cousultants LLC Location:_. Fort Worth,Texas Project: Pavement and Roadway Im rovenments Surface Elevation: Start Date: 4/23/2018 End Date: 4/23/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs t in): wo GROUND WATER OBSERVATIONS811 ,� mv Z7 Dn Rods(ft): NONE U zao moE CoAfer Drilling(ft): DRY o After Hours(ft � 2 0 0 24m a Z w �EJ £ x o. m rn_ d a MATERIAL DESCRIPTION 7.5"ASPHALT 0.6 Brown CLAY-possible fill 13 2.0 Brown CLAY with calcareous deposits and gravel 4.25 15 52 '[9 33 5 2.75 I 16 6.0 Tan and Gray CLAY with gravel 3.25 10 2.25 15 _10- 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. j' A ` ` Fort Worth, Texas LOO OF BORING NO.: 25 76119 Sheet 1 of 1 Phone:817-496-5600 PROJECT NO.: W180776 Fax: 817-496 5608 WHERE I T ALL BEGINS ivmv.alphatesting.com Client: A.N.A.Cousultants,LLC _ Location: Fort Worth,Texas_ Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/17/2018 End Date: 4/17/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUND WATER OBSERVATIONS a— w m a On Rods(ft): NONE °'sn S � cn cc.- 'R F U E FiE r C � UAfterDrilling(ft); DRY 9 o c m ia a opoCL daC( JAfter Hours(ft): o o af wi cW �a a - MATERIAL DESCRIPTION m•.,: 1"ASPHALT 0. ' Sr'CONCRETE 0.5 3"GRAVEL BASE 0.8 Brown CLAY with gravel-FILL 3.25 15 47 18 29 2.0 Brown CLAY 2.0 30 5 3.75 25 6.0 Gray and Brown CLAY 3.0 22 8.0 Tan SHALY CLAY with calcareous deposits 3.75 29 10 1a.o TEST BORING TERMINATED AT 10 FT 5458 Brush Creek Rd. #NJESTING Fort Worth, Texas LOG OF BORING NO.: 26 76119 she Fax: 817-4965608 et 1 of 1 Phone:817-496-5608 PROJECT N®.: W 180776 WHERE IT A j. L BEGINS i wwwalphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method. CONTINUOUS FLIGHT AUGER North; Hammer Drop(Ibs 1 in): GROUND WATER OBSERVATIONS d �7 e� ti E _ m � w On Rods(ft): NONE a u,s �' E n a After Drilling(ft): DRY o d v o a o dNo Q= o�After Hours ) m 0o d K m 8�1 z a J a �a MATERIAL DESCRIPTION 1.5"ASPHALT 0.1 Brown CLAY-FILL 3.5 1.6 103 20 73 24 49 2.0 Brown CLAY 3.0 18 4,0 Tan CLAY with calcareous nodules 5 2.0 18 6.0 Tannish Brown SHALY CLAY with calcareous deposits 4.5 18 Reddish Brown SHALY CLAY 8.0 2.0 15 10 10.0 TEST BORING TERMINATED AT 10 FT 505rh Creek Rd AIPHA #XTESTING Fortt Worth, Texas LOG OF B®F21R1G flit®..' 27 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W 180776 WHERE I T ALL BEGINS wwmalphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/17/2018 End Date: 411712018 West: Drilling{Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUNDWATER OBSERVATIONS w 0 CL o _ SZ On Rods(ft): NONE a U) Q� S a, .E 9 .9 Y 1 IF After Drilling(ft): DRY ° an d 0.2 E e 1s -0 2,s o o '� After Hours(ft): E e a Q 0.a v U) ra a jm z a MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 6"GRAVEL BASE 0.8 Brown CLAY-possible fill 4.25 25 2.0 Brown CLAY 3.5 2.0 97 25 60 24 36 -with gravel from 4 ft to 6 ft 5 4.0 19 6.0 Tan CLAY with calcareous deposits and gravel 2.75 22 2.5 21 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPHR #XTESTING Fort worth, 7e-yas LOG OF BORING NO.: 28 76119 Sheet 1 of 1 Phone:817 496-5600 Fax: 817-496-5608 PROJECT NO,: W180776 WHERE IT ALL BEGINS ivy Malphatesting.cam Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): 140130 GROUND WATER OBSERVATIONS d On Rads ft a O co c ° ' °° ( ): NONE co N y U m -� n a 1 After Drilling(ft): DRY a o d o Q E m o o 0 o �After Hours(ft}: aoo a"' t o� E y Xm $in z° m a ID D a i MATERIAL DESCRIPTION V ASPHALT 0, °4aq'a% 14"CONCRETE p9 e 1.3 Brown CLAY 4.0 17 62 19 43 4.0 Tan CLAY with calcareous deposits 5 3.5 18 6.0 Tan LIMESTONE with clay seams and layers 1001 11 0.75" 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. Fort Worth, Texas LAG OF BORING NG.: 29 A LPN A �XTESTING 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROD EC`f NO.: W180776 WHERE IT ALL BEGINS ivmvalphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5!8!2018 End Date: 5/8/2018 West: [billing Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 140130 GROUND WATER OBSERVATIONS a= w L o Y S' SZ On Rods(ft): NONE a m ;u L v m.T aD �❑ 3 Ym aatNW c 1 a Z After Drilling(ft): DRY o. o� o p o arL - 'S, p U H 6 N o 7-Atter Hours(ft): rn � ° o- o a °1 a a a Z a MATERIAL DESCRIPTION 2"ASPHALT 0.2 "5CONCRETE os 15"CONCRETE Brown CLAY 2.5 17 58 18 40 4.0 Brown and Gray CLAY 5 4.5 17 6.0 Tan LIMESTONE with clay seams and layers 100/ g 1 5" 1001 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. A L PH A #\ TESTING �FortWworth, Texas LOG OF BORING N®.: 30 76119Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT N®•: W 180776 WHERE I T ALL BEGINS )vmv.alphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth Texas Project:_ Pavement and„Roadway Improvements Surface Elevation: Start Date: 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs/in): 140/30 GROUND WATER OBSERVATIONS fl m M w E J d x 42 ° Q On Rods(ft): NONE T v,N iu r t 1 'd U JAfer Drilling(ft): DRY ° CL O W c ° p , a ° 5 N 1After Hours(ft): C W 0 N c U fn CL Z d MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 4"CONCRETE 0.5 Brown CLAY with sand 3.5 14 43 18 25 2.0 Tan CLAY with calcareous deposits and limestone fragments 1.5 17 1001 9 5 50 Tan LIMESTONE with clay seams and layers 1001 0,25, 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. L4 T( Fort Worth, Teras LOG OF BORING NO.: 31 76119Sheet I of 9 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL B I G I S ivwivalphateyting.com Client: A.N.A.Cousultants,LLC _ Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/8/2018 End Date: 518!2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 140130 GROUND WATER OBSERVATIONS a= A aE x m - } m v On Rods(ft): NONE F z o�, d U C2 '� a r QR!Drilling(ft): DRY >a �o 0 E 6 5, g a o n n n g� OZ d w y d� ❑ U '� w a After Hours(ft): o o m z a a MATERIAL DESCRIPTION "ASPHALT 0.3 g " 10"CONCRETE R::a;4' 1.1 10"CONCRETE y..a.o. 1.9 Dark Brown CLAY with sand and gravel-FILL 3.5 16 63 19 44 4.0 Brown CLAY with gravel-possible fill 3.75 17 5 8 6.0 Tan LIMESTONE with clay seams and layers i00! 1.75" 100! 0.75" 10 10.0 TEST BORING TERMINATED AT 20 FT 5058 Brush Creek Rd. ALPHA #NJESTING Fort Worth, Teras L®['y OF BORING NO.: 32 75119 Sheet 1 of 1 Phone:517-496-5600 Fax: 517-496-5505 PROJECT N®.: W180776 WHERE IT ALL BEGINS Ivwiv_alphatesting.cam Client: A_N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 411712018 End Date:- 4117/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 140130 GROUND WATER OBSERVATIONS 421 d m 0) a.si UE V On Rods(ft): NONE F z n� c? .0 E T After Drilling(ft): DRY a o a o Q p v LY d c U ca o 4After Hours(ft): E m ci a ° N o a r? x m Sar 'c =' a m ra a C Z a MATERIAL DESCRIPTION 2.5"ASPHALT 0 2 Brown CLAY 4.5+ 17 4.5+ 15 56 20 36 4.0 Tan CLAY with calcareous deposits 5 4.5+ 14 4.25 13 7.0 Tan LIMESTONE with clay seams and layers 1001 1" 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd Fort Worth, Texas LOG OF BORING NO.: 33 ALPHA qXTESTIN 76119Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS wwmalphatestingcom Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas _ Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 411 712 01 8 End Date: 411 712 01 8 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 140130 GROUNDWATER OBSERVATIONS -6c w C CL } m U SZ On Rods(ft): NONE F o Y I'D w J Z t After Drilling(ft): DRY a o Q a N o nIV After Hours(ft): `d 4 d a a c7 �n r a W 8 cn z a EL D MATERIAL DESCRIPTION Brown CLAY-possible fill 4.5+ 8 4.5+ 17 52 18 34 4.0 Tan CLAY with calcareous deposits 5 4.0 17 4.5+ 16 7.0 Tan LIMESTONE with clay seams and layers 1001 3.75' 1a 110.0 TEST BORING TERMINATED AT 10 FT SoBrush Creek Rd. A LPN A /ONJEST ING ,Fort Worth, Texas LOG OF BORING NO.: 34 76119 Sheet 1 of 1 Phone. 817-496-5600 WHERE 1 ALL BEGINS Pax: 817-496 5608 PROJECT NO.: W 180778 iv"nv, 1phatesting.corn Client: A.N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/6/2018 End Date: 5!812018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): 140/30 GROUND WATER OBSERVATIONS N t o u m _ Z7 On Rods(ft): NONE CL �p o m m U After Drilling(ft): DRY C3 a v m a� 09) a o n u c _ After Hours(ft): Q a a y to x v = in z° @ 1 a m F a a a MATERIAL DESCRIPTION 'ASPHALT 0.2 ` 5"CONCRETE Tan CLAYEY SAND with gravel-FILL +1 I 9 I 12 Tan SHALY CLAY 4.0 5 4.5+ 18 s.a Tan LIMESTONE with clay seams and layers 1001 1.5" 11 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brash Creek Rd. ALPHA TE �' Fort Worth, Teras LOG OF BORING NO.: 35 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS wwmalphatestrng.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/23/2018 End Date: 4/23/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 140/30 GROUND WATER OBSERVATIONS Q a x C Eg > rn — v w g' t]n Rods(ft): NONE ro a .N m � c J JSi r r After Drilling(ft): DRY n >a' cn $E c �o n a - 8� 0� a m aN ❑" a c9 -TAfter Hours(ft): U o d .� a a z a MATERIAL DESCRIPTION 1.5"ASPHALT 0.1 5"CONCRETE 0.5 Tan CLAY with calcareous deposits 4.5f 9 2.0 Tan WEATHERED LIMESTONE with clay seams and layers 1001 9.. 1001 12 0.75' 5 7.0 Tan LIMESTONE with clay seams and layers 1001 8 0.5'• 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPHA . ort Worth, Texas LOG OF BORING NO.: 36 76119Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS Immalphatesting.com Client: A.N.A.Cousultants,LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/15/2018 End Date: 5/15/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): 140130 GROUND WATER OBSERVATIONS15 0 Z On Rods NONE � v4� r 1After Drilling(ft): DRY 2 i m v m rn o o v c a After Hours(ft): ® ° �� a N V w m C9 m X a D j� Z � J a a rc MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 9.5"CONCRETE Brown CLAY with sand and gravel-FILL 2.25 17 45 17 28 17 4.0 Tan LIMESTONE with clay seams and layers 1001 0.25" 20I 5 1001 10 0.25" 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPHA OLTESTING Fort Worth, Texas LOG OF BORING NO.: 37 76119 she-t1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT fid®.: W180776 WHERE I T ALL BEGINS wmv-alphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/23/2018 End Data: 4/23/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): 140130 GROUNDWATER OBSERVATIONS if N aL r �p x V On Rods(ft): NONE U T t Q After Drilling(ft): DRY a o 0 c o g Q After Hours(ft): E ci m o V` U) a' X ac v U} o ra a Z a MATERIAL DESCRIPTION 2"ASPHALT 0.2 3.5"CONCRETE 0.5 Tan CLAY with gravel-possible fill 4.5+ 8 2.0 Tan and Gray CLAY with calcareous deposits and gravel 3.5 15 45 17 28 -gravel seam at 4 ft 731 11 9•` 5 4.5+ 14 7.0 Tan LIMESTONE with clay seams and layers 1001 9 0.75` 10 10.0 TEST BORING TERMINATED AT 10 FT fNt 5058 Brush Creek Rd. TESTING Fort worth, texas LOG OF BORING NO.: 38 7hone Sheet 1 of 1 Phone:877-496-5600 Fax: 817-496-5608 PROJECT N®.: W180776 WHERE IT ALL BEGINS www-alphatesting.com Client: A-N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date. 4/23/2018 End Date: 4/23/2019 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUNDWATER OBSERVATIONS a2 ti m m c - E On Rads(ft): NONE a �j a 'y CL V After Drilling(ft): DRY o �v �. �� �B, p.' a c a After Hours(ft): m ci o cn x� a jun z° -' a a r ) MATERIAL DESCRIPTION 3"ASPHALT 0.3 8.5"CONCRETE b.p 1.0 Light Brown CLAY 1.75 21 59 19 40 2.0 0 Oa Gray CLAYEY GRAVEL 00 0 0� D 18 O "Oa a D o Qa o D 4.5 Light Brown CLAY 5 4.5+ 14 6.0 e o0 Gray CLAYEY GRAVEL a D DOQ "oo o D 8 0 0 0� pD 0 0� a D O 0 oa o D O 0 00 o D -101 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. Fort YYOYtI7, Texas LOG OF B®R1i11G NO.: 39 ALPNA OJESTING 76119 Sheat 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 W H E R E IT ALL BEGINS )vwiv_alphatesting.cam Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 4/20/2018 End Date: 4/20/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): GROUND WATER OBSERVATIONS E a _ 79 0Q On Rads(ff): NONE a pn N `a U ° U—T 0 C c o oor Drilling(f}: DRY CL 06 V aAfteA 0 U E a oAfter Hours(ft): c ii io ra ? z a. a MATERIAL DESCRIPTION 2.5'ASPHALT 0.2 2.5"CONCRETE 0.4 TEST BORING TERMINATED AT 4"DUE TO CONFLICT WITH EXISTING UTILITIES 5 10 #XTESTING 5058 Bosh Creek Rd. ALPHA Fort Worth,Texas LOG OF BORING NO.:— 40 76119Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W 180776 WHERE IT ALL BEGINS wwv.aiphatesting.com Client: A_N.A.Cousultants,LLC _ Location: Fort Worth Texas Project_ Pavement and Roadway Improvements Surface Elevation: Start Date: 5/8/2018 End Date: 5!812018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): GROUND WATER OBSERVATIONS C— a v W E� M. JE _ x J Q On Rads(ft): 9 P. "� _ n n After Drilling(ft): 9 n °�'� o v£ m o 2,r o J d J U 2 Q O C U o After Hours(ft): E a � a� C� °N �v � � � �, W X CC c c0i 5 o �_ •4: � a m �d Q z MATERIAL DESCRIPTION 2.5'ASPHALT 0,2 9.5"BRICK 1.0 Tan CLAYEY SAND 1.5 Brown CLAY with sand 1.5 29 60 18 42 2.0 25 4.0 Tannish Brown CLAY 5 2.25 22 2.75 23 V 1.25 26 10 10.0 TEST BORING TERMINATED AT 10 FT A t PHA A 5058 Brush Creek Rd. Fort Worth. l;?xas LOG OF BORING NO.: 41 TESTING 76119 Sheet 1 of 1 Phone:817-496-5600 Firs: 877-496-5608 PROJECT NO.: W180776 WHERE IT ALL B E G F N$ IVWIV.alphatesttng.cam Client: A.N.A. Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5!812018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): GROUND WATER OBSERVATIONS w 0 E. N r Z9 cn On Rods(ft): NONE z oij� m m v 2 m cr E J N w J z r Atter Drilling(ft): DRY a o o m o �8- cc�3 � n u m 2 After Hours(ft): m cg d " a N v6 _m m F a a Sin z° J a a MATERIAL OFSCRIPTION 5"ASPHALT 0.4 Dark Brown CLAY 2.25 1.2 96 24 73 23 50 2.0 Brown CLAY 2.25 26 5 1.25 32 2.0 31 8.0 Tannish Brown CLAY 3.25 16 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. ALPHA AtTESTING Fort Worth, Texas LOG OF BORING NO.: 42 76119 Sheet 1 of 1 PhoFar: 817--496-5608 PROJECT N®., W180776 Fax: 817-496-560$ WHERE IT ALL BEGINS www.alphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas _ Project: Pavement and Roadway Im rovemenls Surface Elevation: Start Date: 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): 140130 GROUND WATER OBS ERVATIONSr.— Q N .2s v E o Fu S7 On Rods(ft): NONE F z c y U ' E E J n a -Y After Drilling(ft): DRY Q [� o v o a a v n O c U .9 o After Hours(ft): m Q`" o 2 a- CQ °� >C m a ?CO z a d rd MATERIAL DESCRIPTION 'ASPHALT 0.7 Dark Brown CLAY with gravel-FILL 4.0 30 70 23 47 2.0 Brown CLAY with gravel-possible fill 3.5 19 5 2.25 19 Tan CLAY with gravel 6.0 4.0 10 8.0 Gray LIMESTONE with clay seams and layers 1001 1.75" 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. P E Fort Worth, Texas LOG OF BORING NO.: 43 761198heet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W 180776 WHERE I T ALL BEGINS Itwiv.alphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project;_ Pavement and Roadway_Improvements Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUND WATER OBSERVATIONS p N Q m x Q On Rods(ft): NONE o o N � 0 NV -n " E J Q After Drilling(ft): DRY a m'o c o o c a n �j 3 S2 0 6 After Hours(ft): E m a ' 2, '° U' X e o--o o -� d m MATERIAL DESCRIPTION 3.5'ASPHALT 0.3 6"CONCRETE 0.8 Brown CLAY with limestone fragments-FILL 4.0 17 51 18 33 4.0 17 4.0 Light Brown CLAY with calcareous deposits- possible fill 5 2.75 21 4.0 20 8.0 Tan and Gray CLAY 4.0 24 10 10.0 TEST BORING TERMINATED AT 10 FT TING 5058 Brush Creek Rd. ALPHA JESFort Worth, Texas LOG OF BORING NO.: 44 76119 Sheet 1 of 1 Fax., 817-496-5608 PROJECT NO.: W 18 776 Fax: 817-49b-5608 WHERE IT ALL BEGINS wwwalphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas _ Project: Pavement and Roadway Im roverrents Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs l in): 140/30 GROUND WATER OBSERVATIONS =- a °} UV On Rods(ft): NONE Z to : L) C''.m'_ m c V After Drilling(ft); DRY a).2 v° a tCL C:s N o t W `� After Hours(ft): m m a N a �d MATERIAL DESCRIPTION 3.5"ASPHALT 0.3 5"BRICK 0.7 Brown CLAY-possible fill 2.0 1.0 91 32 75 23 52 3.0 27 5 5.0 Gray and Brown CLAY with gravel 3.5 18 2.0 21 9.0 Light Brown CLAY with gravel 3.0 20 10 10.0 TEST BORING TERMINATED AT 10 FT "Brush Creek Rd. "�' Fort Worth, 'Texas LOG ®F BORING NO.: 45 76119 Sheet 1 of 1 Phone:817-496-5600 PROJECT NO.: W180776 Fax: 817-496-5608 WHERE IT ALL BEGINS �vwmalphatesting.com Client:_ A.N.A.Cousultants,LLC _ Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surrace Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUND WATER OBSERVATIONS — � t A � m Q On Rods(ft): NONE o w m m U° _ m 0 3Y@ *3r After Drilling(ft): DRY a o o QCDM a o a v. U O— 0.2 ' N After Hours(ft): ca af x`m 0 z J o o a_ MATERIAL DESCRIPTION 6.5"ASPHALT 0.5 Brown CLAY 2.25 19 50 23 27 3.0 17 5 1.5 29 6.0 Tannish Brown GRAVELLY CLAY 3.75 19 8.0 Tan and Gray CLAY 3.0 21 10 10.0 TEST BORING TERMINATED AT 10 FT 5053 Brush Creek Rd. A L PH A #\ TESTING Fort worth, Teras LOG OF BORING NO.: 46 76119 Sheet 1 of 1 Phone:317-496-5600 Fax: 317-496-5603 PROJECT NO.: W180776 WHERE I T ALL BEGINS wmv_alphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements 5urrace Elevation: Start Date: 5/9/2018 End Data: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs/in): GROUND WATER OBSERVATIONS C, Q NZ rn CL a v £ m i x On Rods(ft): NONE `a U-`g a 1 After Drilling(ft): DRY v "d v E m c�rn m oo �a C o v Q a o� op U a o 7-After— Hours(ft): M ; L) a 2 a N _ z W Cr Bin d -' ° a MATERIAL DESCRIPTION P ASPHALT 0.6 Dark Brown CLAY 3.0 24 42 19 23 3.0 26 4,0 Brawn CLAY 5 3.0 20 Tannish Brown GRAVELLY CLAY 6.0 3.26 17 Light Brown CLAY with gravel 8.0 1.0 15 10 14.0 TEST BORING TERMINATED AT 10 FT Ford 13'o4h, Texas LOG or BORING NO.: 47 ALPNA #XTESTING '76', 8Brush Creek Rd. Sheet 1 of 1 Phone:817 496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS wwmalphatesling.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Teras Project: Pavement and Roadway Improvements _ Surface Elevation: Start Date: 517/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): GROUNDWATER OBSERVATIONS o o c v y r x mID SL On Rods(ft): NONE H i'`p `o °�m -a r After Drilling(ft): DRY �' i C7 c o V c m m o it o n E $a oa a�° �a ❑ W a m w v t=° After Hours(ft): - _ C7 c X m a 0 Z � �: J d ro ra a Q� a MATERIAL DESCRIPTION 8.5"ASPHALT 0.7 Light Brown CLAY with gravel-FILL -with calcareous deposits from 1 ft to 6 ft 3.5 2.0 105 19 55 19 36 3.25 19 5 4.5 22 2.25 24 8.0 Light Brown CLAY with caclareous deposits and gravel 2.25 18 10 10.0 TEST BORING TERMINATED AT 10 FT TING 5058 Brush Creek Rd- F01-1 dALPHA #kTESFort Worth, Texas LOG OF BORINGNO.: 4$ 761199Sheet 1 of 1 Phase:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W 180776 WHERE IT ALL BEGINS wwmalphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): GROUND WATER OBSERVATIONS a c m ' � w E m c _ x Q On Rods(ft): NONE r z o ;, y g''m_ E f a y s After Drilling(ft): DRY >CC% m a �E ,m o o o n a n o c p Q c 0 o 20 After Hours(ft): E v o N a m y miy Qm a a MATERIAL DESCRIPTION 1"ASP HALT 0 1.5"BRICK 0. Dark Brown CLAY with sand and gravel-FILL 3.0 16 57 113 39 Brown CLAY 2.0 3.5 I 20 5 3.25 20 6.0 Tan CLAY with calcareous deposits 3.0 I 18 3.0 20 10 10.0 TEST BORING TERMINATED AT 10 FT Brush Creek Rd. Fort Ford Worth, Texas LOG OF BORING NO.: 49 ALPHA #XTESTING 76119sheet 1 of 1 ,Phone:817-496-5600 Fax: 817-4465608 PROJECT NO.: W180776 WHERE IT ALL BEGINS i vm v alphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs 1 in): GROUND WATER OBSERVATIONS N a ,PLg Q o V ot 0. SZ On Rods(ft): NONE ?zv a � mEe After Drilling(ft): DRY o 0 U w::' gd m 2 AfterCL Hours(ft): ca a A ra a ? z a MATERIAL DESCRIPTION 'ASPHALT 0.2 Brown CLAY with gravel-possible fill 4.25 22 67 22 45 4.25 20 5 3.5 17 I 6.0 Brown CLAY 3.25 11 8.0 Light Brown CLAY 3.25 21 10 1 D.D TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. TE '" Pbrt Worth, Texas LOG OF BORING NO.: 50 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817496-5608 PROJECT NO.: W180776 W N E'R E IT A L L BEGINS wmv.allihatesting.com Client: A.N.A.Cousultants LLC Location:_ Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5!8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs!in): GROUNDWATER OBSERVATIONSa 8' �, a� E r On Rods(ft): NONE a o o C,)Q r v N `o m a Ute. c Q After Drilling(ft): DRY S o v o m W o a o o to After Hours(ft): x a o �, J m �o a 8y Z a MATERIAL DESCRIPTION 2.5"ASPHALT 0.2 Light Brown CLAY-possible fill 4.0 22 66 21 45 2.0 Brown CLAY 3.25 18 4.0 Tannish Brown CLAY 5 2.75 20 6.0 Tan CLAY with limestone fragments 4.5 16 8.0 Tan and Gray CLAY with gravel 3.75 16 10 10.0 TEST BORING TERMINATED AT 10 FT A 5 Fort Worth,Texas LOG ®F BORING ®.: 51 76119058Brush Creek Rd. Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS ivwiv alphatesting.com Client: A.N.A.Cousultants,LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/7/2018 End Date: 5/7/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): GROUND WATER OBSERVATIONS t a x V On Rods(ft): NONE F z m 6: �'� m m J c 1 After Drilling(ft): DRY a <D.2 o a m ao n v 2 . a ZAfter Hours(ft): a m o i o 6 a ra Q $cnCL J a MATERIAL DESCRIPTION 3"ASPHALT 0.3 °= 4"CONCRETE 0.6 Brown CLAY with sand and gravel-FILL 2.75 1.2 98 22 64 21 43 2.75 20 4.0 Tan CLAY with calcareous depsoits 5 2.25 22 6.0 Brown SHALY CLAY 2.75 18 3.6 24 10 10.0 TEST BORING TERMINATED AT 10 FT t 5058 Brush Creek Rd. ALPHA �" Fort worth,Teras LOG OF BORING NO.: 52 76119 Sheet 1 of 1 Phone:817-496-5600 Far: 817-496-5608 PROJECT NO.: W 180776 WHERE I T ALL BEGINS ti mV.alphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date. 5/8/2018 End Date: 5/8/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 140130 GROUND WATER OBSERVATIONS o rn CL E > On Rods(it): NONE o �'' JD U Qm E a 1After Drilling(ft); DRY a a o 'E'm o z a o Q 2 After Hours(ft): E a ° ° N U r0nBin z° a MATERIAL DESCRIPTION 3"ASPHALT 0.3 _Q.4= 6"CONCRETE Brown SANDY CLAY with gravel-FILL 3.0 62 11 51 17 34 2.0 18 Brown CLAY-FILL 4.0 5 2.25 25 6.0 Tan CLAY with calcareous deposits 3.75 18 4.0 24 10 10.0 _ TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. Fort Worth, Texas LOG OF BORING NO.: 53 ALPHA #XTESTING 76119Sheet 1 of 1 Fax.-Pho817-496-5600 PROJECT NO.: W180776 Fax: 817-496-Sb08 WHERE IT ALL 8 9 6 I N S wwmalphatesting.com Client: A.N.A.Cousultants,LLC _ Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/912018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ihs!in): 140130 GROUND WATER OBSERVATIONS -o c N n Z 9 Q On Rods{ft): NONE C o m y 0 4 a Q After Drilling(ft): DRY Q � Cj of 0Q 0 16 QU E oAfter Hours(1t): a X w C ra MATERIAL DESCRIPTION 2"ASPHALT 0.2 2"CONCRETE 0• Tan CLAY 3.5 10 32 16 16 13 3.0 Tan LIMESTONE with clay seams and layers 100! 5 5.0 TEST BORING TERMINATED AT 5 FT DUE TO AUGER REFUSAL ON HARD LIMESTONE —10— 5058 Wrth Creek Rd_ Fort AtPRA #\ TESTING Fart Worth, Texas LOG OF BORING NO.: 54 76179 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS ivwmalphatesting.com Client: A.N.A.Cousultants LLG Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs I in): 140/30 GROUND WATER OBSERVATIONS a o g SZ On Rods(ft): NONE rU - F g After Drilling(ft): DRY n a I a o cCD U o u a After Hours(ft): E — a �, N 6 L X CO ' 'c d m MATERIAL DESCRIPTION 4.5"ASPHALT 0,4 Brown and Tan CLAY with limestone fragments- FILL 3.0 14 2.0 16 50 17 33 5 3.0 17 6.0 Tan CLAY with limestone fragments 3.5 13 2.5 11 9.0 Tan LIMESTONE with clay seams and layers 100! 2.75" 10 10.0 TEST BORING TERMINATED AT 10 FT F Brush Creek Rd Nortort Worth,Teras LOG OF BORING NO.: JJ ALPNA OXTESTING 76119 Sheet 1 of i Phone:817-496-5600 PROJECT N!®.: W18O776 Fm:: 817-496-5608 WHERE I T ALL BEGINS 3vww.alphatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth,Texas _ Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs 1 in): GROUNDWATER OBSERVATIONS -62 N E o y L 0 Q On Rods(ft): NONE Q1 T N m` v P3 �'m 0 E ❑ N i e After Drilling(ft): DRY °' >C7 c o E c r o o o m m - E acv After Hours(ft): x � _ N z° m , ° L0 ❑ r a a- � ❑ n MATERIAL DESCRIPTION 3"ASPHALT 0.3 3"CONCRETE 0.5 Brown CLAY 4.0 2.0 92 21 78 23 55 3.5 24 5 2.0 26 6.0 Tan CLAY with calcareous deposits 2.75 22 2.0 22 10 10.0 TEST BORING TERMINATED AT 10 FT PHA 5058 Brush Creek Rd. ALrl Fort Wortrlh, 1'zras LOG OF BORING NO.: 56 76119 Sheet 1 of 1 F 817-496-5600 PROJECT N®.: W180776 Fax:ax: 817-446-5608 WHERE IT ALL BEGINS wwma(phatesting.com Client: A.N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date. 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT"AUGER North: Hammer Drop(Ibs I in): GROUNDWATER OBSERVATIONSRS= C, o_ m On Rods(ft): NONE Q After Drilling(ft): DRYa i O o IF oiD a After Hours(ft): m a d w i _a _ w MATERIAL DESCRIPTION 6.5"ASPHALT q..a._�. 3.5'CONCRETE 0.5 Dark Brown CLAY 0.8 2.5 I 32 65 23 42 2.0 31 5 2.0 29 Tannish Brown CLAY 6.0 2.5 22 1.75 30 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. A L PH A $kTESTI NO ,Vort 6Yorth, Texas LOG OF BORING NO.: 57 76119sheet i of 1 817 496 5600 Faax.- 817-496-5608 PROJECT NO.: W180776 WHERE IT ALL BEGINS immalphateslrng.com Client; A.N.A.Cousultants,LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West; Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ibs I in): GROUND WATER OBSFf2VATIONS �; y C Z7 On Rods(ft): NONE z `5� m w L) d iD r 1 After Drilling(ft): DRY a C3 c'o0' v E no Z� o :9 .2 � Q. n Q U OC o d q-- n-N D'� Q m w o m SL After Hours(ft): E m � a a a 3 $v, z I m _, MATERIAL DESCRIPTION 4"ASPHALT 0.3 4"CONCRETE ° 0.7 Brown CI--AY-FILL 3.5 28 79 26 53 2.5 20 5 1.75 23 6.0 Tan CLAY with calcareous deposits 1.5 19 8.0 Light Brown SHALY CLAY 4.0 24 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. A tPH A #\ TESTING Ford Worth, :l'exas LOG OF BORING N®,; rJ$ 76119 Shee Fay. 817-496-5608 Phone:817-496-5608 PROJECT N®.: W180776 WHERE 1 t ALL BEGINS IVVMv.alphatesting.eom Client: A.N.A.Cousultants LLC Location: Fort Worth Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ips I in): GROUNDWATER OBSERVATIONS C o V On Rods(ft): NONE t Z After Drilling(ft): DRY iO o v m a o cJi iz a cL o2 c 11 Za [J 3 - o After Hours(ft): m ° _2 rn °C x m MATT RIAL DESCRIPTION 71),rkl3rown :.�:#,. 0.5 :�..q�� 7 0.9 AY 2.0 29 2.0 Brown CLAY 4.0 0.9 102 17 68 21 47 4.0 Light Brown CLAY 5 3.5 19 Brown CLAY 6.0 11 22 10 10.0 TEST BORING TERMINATED AT 10 FT 5058 Brush Creek Rd. A L PH A JVTESTING Fort Worth, Tomas LOG OF BORING NO.: 59 76119 s".-t1 of 1 F817-496-5600 ax.- 817-496-5608 PROJECT NO., W180776 WHERE IT ALL B E G I N S wwmalphatesting.com Client: A.N.A. Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway Improvements Surface Elevation: Start Date: 5/9!2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(lbs!in): GROUND WATER OBSERVATIONS E r a x On Rods(ft): NONE F o o Y ' .� c J J t After Drilling(ft): DRY ? aC3 E %Co o p S Q- v PC o Q '._I d N D''' U a p Y After Hours(ft): E m U m o L0 m c� cn a a 8 `Z a a MATERIAL DFSCRIPTION 3.5"ASPHALT 0.3 Dark Brown CLAY 2.5 23 62 22 40 2.0 Brown CLAY 2.5 26 5 2.0 27 6.0 Tan GRAVELLY CLAY 2.75 16 8.0 Tan CLAY with calcareous deposits 2.5 16 10 10.0 TEST BORING TERMINATED AT 10 FT #\ TESTING 5058 Brush Greek Rrl.`ALPHA ort Worth, Texas LOC OF BORING NO.: 60 76119 Sheet 1 of 1 Phone:817-496-5600 Fax: 817-496-5608 PROJECT NO.: W180776 WHERE I T ALL BEGINS wwmalphatwing.corn Client: A_N.A.Cousultants,LLC Location: Fort Worth,Texas Project: Pavement and Roadway im rovements Surface Elevation: Start Date: 5/9/2018 End Date: 5/9/2018 West: Drilling Method: CONTINUOUS FLIGHT AUGER North: Hammer Drop(Ihs 1 in): GROUND WATER OBSERVATIONS U On Rods(ft): NONE N ci Y3 c 'v m m E c = t IF After Drilling(ft): DRY o c J a n o p -ZAfter Hours(ft): m V" a o f p N X Al c U(5 O 'C J a .2 rd a Z a MATERIAL DESCRIPTION 'ASPHALT Q.2 Brown CLAY 4.0 2.3 102 19 66 21 45 2.5 26 5 3.25 27 6.0 Tannish Brown CLAY 2.75 24 8.0 Tan CLAY 4.5+ 22 to 10.0 TEST BORING TERMINATED AT 10 FT ALPHA OJESTING KEY TO SOIL SYMBOLS WHERE IT ALL BEGINS AND CLASSIFICATIONS SOIL& ROCK SYMBOLS RELATIVE DENSITY OF COHESIONLESS SOILS(blowslft) (CH),High Plasticity CLAY VERY LOOSE 0 TO 4 ® LOOSE 5 TO iD (CL),Low Plasticity CLAY MEDIUM 11 TO 30 DENSE 31 TO 50 (SC),CLAYEY SAND VERY DENSE OVER 50 (SP),Poorly Graded SAND (SW),Well Graded SAND SHEAR STRENGTH OF COHESIVE SOILS (tsf) (SM),SILTY SAND VERY SOFT LESS THAN 0.25 SOFT 0.25 TO 0.50 ® (ML),SILT FIRM 0.50 TO 1.00 STIFF 1.00 TO 2.00 ® (MH),Elastic SILT VERY STIFF 2.00 TO 4.00 HARD OVER 4.00 ® LIMESTONE ® SHALE IMARL RELATIVE DEGREE OF PLASTICITY(PI) LOW 4 TO 15 SANDSTONE MEDIUM 16 TO 25 HIGH 26 TO 35 Lo O (GP),Poorly Graded GRAVEL VERY HIGH OVER 35 gg�55'��gg (GW),Well Graded GRAVEL (GC),CLAYEY GRAVEL RELATIVE PROPORTIONS M 1 II{d (GM),SILTY GRAVEL �JY_k TRACE 1 TO 1D (OL),ORGANIC SILT LITTLE 11 TO 20 SOME 21 TO 35 ® (OH),ORGANIC CLAY AND 36 TO 50 FILL SAMPLING SYMBOLS PARTICLE SIZE IDENTIFICATION DIAMETER ■ SHELBY TUBE(3"OD except where BOULDERS 8A"OR LARGER noted otherwise) COBBLES 3.0"TO 8.0" ® SPLIT SPOON(2"OD except where COARSE GRAVEL 0.75"TO 3.0" noted otherwise) FINE GRAVEL 5.0 mm TO 3.0" AUGER SAMPLE COURSE SAND 2.0 mm TO 5.0 mm fMEDIUM SAND 0.4 mm TO 5.0 mm TEXAS CONE PENETRATION FINE SAND 0.07 mm TO 0.4 mm SILT 0.002 mm TO 0.07 mm ROCK CORE(2"ID except where CLAY LESS THAN 0.002 mm noted otherwise) ALPHA Report No. W 180776 #NL C-1 SUMMARY OF PAVEMENT SECTION RECOMMENDATIONS Table I contains a summary of the recommended portland cement concrete (PCC) pavement sections discussed in the report. Tables II and III contain the summary recommendations for the asphalt pavement and asphalt overlay sections discussed in the report. TABLE I Siem mgr of Recommi coded Pao land Cement Comeme PCC P vemeiti Seg'#ions PCC Pavement Thickness(in)placed on 6 7 g 10 improved subgrade 28 day Concrete Compressive Strength 3,600 3,600 3,600 3,600 (psi) Subgrade Improvement Depth(in) 6 8 8 8 Application Rate for Lime 30 36 36 36 lbs per sq yd)' Reinforcing Bar No. 3 3 4 4 Reinforcing Bar Spacing(in) 18 18 18 18 'Subgrade improvement could also consist of cement, flexible base material or RAP as discussed in Sections 6.1.2, 6.1.3 and 6.1.4,respectively. 'E F- Summary of Asphalt Ph$It Pavement Secdon Layer M eri al Layer Thickness (in) Type D Asphalt Surface Course 2 Cement-Treated Concrete Base Layer' 8 'The cement treated concrete base layer is described in Section 6.1.5. TABLE [R Summary of Axpbatl Overlay Layer Mate Hal Layer Thickness (in) Type D Asphalt Surface Course 2 Milled and Repaired Existing Pavement Surface' At least 3 inches thick 'See section 6.4 for further discussion regarding surface preparation for asphalt overlays. GC-4.04 Underground Facilities THIS PAGE LEFT INTENTIONALLY BLAND CITY OF FORT WORTH FYIG-CIYJ SIRES f REPAIR AND RECON,PROGRAM AND NEAR SOUTH H SIDE:MVI).DIST.W&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02387&02445 a � a a w a m n w rc o � a 0 - 2 � P m L ~ N N m N N N N N .mi O • 2 m�W � ❑ ❑ ❑ ❑ O ❑ ❑ ❑ ❑ A w Vl 4 r0 °, � •C � � � w w w W w w w wK � ' 7 .v❑n� v�v�� 7 7 vJV�� �rJ1 v,v�� N t - { n T O V m I .wa { � N }".� V] a w a a a 4-3 o m m m m m ra'i m r LL L 0ww � w � a � � � � o � m � a ego a q o 0 o n n o 0 o a E Z o �_ m {2 c� WWW Y 3 a ¢ ¢ Q a ¢ 4 4 a Ln 7 �� r�� H � t-►H{iHHH� a s R D0000- 00000 R am t 7= ✓i Ni � N v �n u' "a ¢ n a c o ry LL � vri vii d N .n Q A.+ 0 0 0 0 0 0 0 0 a ld--rHINI W Z m G a TEST HOLE DATA FORM TH 01 PROJECT NAME, 5okiLbsideMed icalbistrltt LSE Project No.: 8200544.01 Vacuum Truck No.: 3625 Utility Type: STM SUE Field Manager: Hendricks Utility Owner COFW Field Technicians: JK AJ 5700 W.Plano Pkwy,Su Re 1000,Plano,TX 75093 Date Completed: 06/25/2018 Weather: Ptly Cldy r Ti-STI'ICLE DATA � TF5THOLESECTiON (N1S) Approximate Station: N/A Offset: N/A >" e A Depth to Top of Utility: 5.96 ' B Surface Elevation: 620.21 A C Top of Utility Elevation: 614.25 y c D Utility Material Type: RCP E I Diameter of Utility(Inches): 18 D IL—r-11 Existing Pavement Thickness(Inches): 1$ 5f�0'r VOIN'l77 NORTilING kAl'lINC, SURFACE ELEV 1E5i HOL {71 SCiZ3Pfiip�l1LFN1iiR ( i _ {t,l �I) MARKER TH 01 7Q164 6955497.58 2329748.43 620.21fill PAINT Of pp piF � it :..SOr+�011thQ #�CE1oC1�I d ri Lamb-Star Engineering,LP .................. TBPE Firm No.: F-9073 06 E N`� -' 'AL 's Y , 21ot LSE Project Manager W.O'Dell Completed By: RL Checked By: SKM TEST MOLL DATA FORM TH 0 PROJECT NAME: Southside Med lcal 015.tF i ri LSE Project No.: B20054Z Vacuum Truck No 9991 Utility Type: STM SUE Field Manager: Hendricks ` Utility Owner COFW Field Technicians: JK AJ 5700 W.Plano Pkwy,Suite 10.00,Plano,TX 75093 Date Completed: 06/22/2018 Weather; Sunny —— Tf.ST HOLE DATA � TEST HOLt SIFC1'ION �NtS� � Approximate Station: N/A Offset: N/A F s A Depth to Top of Utility: 3.54 .. - x Surface Elevation: 611.93 A { Top of Utility Elevation: 608,39 a D Utility Material Type: RCP E f Diameter of Utility(Inches): 24 C} Existing Pavement Thickness(Inches): 10 5Hf}T POINT ;?H 1 F;1P,C i+QST ING til 14FACE ELEV 11=41'HOLT aESCfifP710N NUM.aER :1'; N IF (7-) M k!i iCFF"s TH 02 10109 —69554,F9—.64-- 2330482.88 611.93 PAINT -- _ ir, - big .•'j '1.l - ��� ,a .r' i' J r - _- Air I J +5011' nth0...mCLQ. ..A..I. ... -- : ••• • Lamb-Star Engineering,LP '-' '••-'••�•-•-•�• ----• -: TBPE Firm No.: F-9073 ` ICE NSO•' , ' 1E k ¢`S_;• r. ism. AL 1P� LA_ I LSE Project Manager W,O'Dell Completed By: RL Checked By: SKM TEST HOLE DATA FORM TH 03 - ? PROJECT NAME: Southside Medic:rk DhWrt -- LSE Project No.: 8200544.01 Vacuum Truck No.: 3625 Utility Type: STM SUE Field Manager: Hendricks Utility Owner COFW Field Technicians: TY BL 5700 W.Plano Pkwy,Sulte tiUUU,Plano,TX 75093 Date Completed: 06/22/2018 Weather: Sunny TFT I IGLE DATA T€ST 14OLE 5EC1,10N(N-13) Approximate Station: N/A Offset: I N/A F B A Depth to Top of Utility: 2.68 B Surface Elevation: 611.54 C Top of Utility Elevation: 608.86 c D Utility Material Type: RCP L Diameter of Utility(Inches): 18 F Existing Pavement Thickness(Inches): 10 SHCaI w+}Cili NOl#THING FA5TING SUOACE.ELEv IEST HOLE IL DC5Cr1PTION NUMBER {Y) MART K TH 0T___T 10110 6955464.78 2330491.99 1 611.54 1 PAINT Ir s: f X11 -•moi. `• ' st � -. 14_; *'ry ti gig I T T -1 i OF Pj%tt WOW # omntha McDonald l + Lamb-Star Engineering,LP 1.28678 I� TBPE Firm No.: F-9073 , CE NS ,b V r6 fE. LSE Project Manager W.O'Dell Completed By: RL Checked By: 5KM TEST FELE DATA FORM TH 04 _ PROJECT NAME: ScurhsldP MedicaI D1itrlrq �I LSE Project No.: 8200544.01 Vacuum Truck No.:' 9991 Utility Type: STM SUE Field Manager: Hendricks Utility Owner COFW Field Technicians: Ty BL 5700 W.Plano Pkwy,Suite 1000,Piano,-rx 75093 Date Completed: 06/22/2018 Weather: Sunny TF.51 wOCf DATA If53 FIOLE SF(-T11)„I IN'41 Approximate Station: N/A Offset: N/A F g A Depth to Top of Utility: 2.61 ' 00 Surface Elevation: 611,79 T A C Top of Utility Elevation: 609,18 c U Utility Material Type: RCP [ Diameter of Utility(inches): 36 . o F Existing Pavement Thickness(Inches): 10 SHOT POINT NORTHING LASTING SURFACC: Rl!V TFSTHOLE DESCRIPTION NUMBf.R (Y) �1(� - MARKFR 7H 04 70111 6955454.98 2330487.19 611.79 PAINT rig i . fimp-IffAVL d Zw" - J a j I �f.�� .Vatic • ," fff,_- ' ate} J A ' 50r17gr1ft W . l d Lamb-Star Engineering,LP fps.-.............������.... .:•• .' TBPE Firm No.: F-9073 Q 3 `C ICE ost -- LSE Project Manager W.O'Dell Completed By: RL Checked By: SKM TEST HOLE DATA FORM TIS 05 a PROJECT NAME: Southside Medical Dlstrlct LSE Project No.: B200544.01 Vacuum Truck No.: 9991 Utility Type: 5TM SUE Field Manager: Hendricks Utility Owner COFW Field Technicians: AJ € JK 5700 W.Plano Pkwy,Suite WOO,Plano,rx 7sa93Date Completed: 06/25/2018 Weather: Sunny 1'ESI HOLEVA'IA II'S-1 ,g0Ll-SeL[ION (N-15 Approximate Station: N/A Offset: N/A A depth to Top of Utility: 5.96 8 Surface Elevation: 620.88 A C Top of Utility Elevation: 614.92 c D Utility Material Type: RCP F Diameter of Utility(Inches): 24 u F Existing Pavement Thickness(Inches): 18 SHUT P0 INT N{�i{iHIN<; �!W,INC �J)kFF�I'.FF.LFV' TL51 HOLE DESCRIPTION IVLNWR M .�K1 V) MARKER TH 05 70163 6955478.90 2329747.48 620.88 PAINT di 01 r v P L F 'Ye Saanontho SIC Dona l d �I Lamb-Star Engineering,LP TBPE Firm No.: F-9073 tab �ICE N�C� � 4yJ�`,i`r,`' Cx�� i l ' 1J► I LSE Project Manager W.O'Dell Completed By: RL Checked By: SKM TEST HOLE DATA FR TH D PROJECT NAME: Soe,IWide FAed]raI District LSE Project No.: I 200544.01 Vacuum Truck No.: 9991 Utility Type: I STM SUE Field Manager- Hendricks Utility Owner COFW Field Technicians: AJ JK 5700 W.Plano Pkwy,Suite 1000,Plano,Tx 75093 Date Completed: 06/26/2015 Weather: Sunny ` TEST FEU LE DATA � TEST I IQLL SEC110P!(NTS) Approximate Station: N/A Offset: N/A s A Depth to Top of Utility: 5,92 - r B Surface Elevation: 621.00 A C Top of Utility Elevation: 615.08 c Ea Utility Material Type: RCP E Diameter of Utility(Inches): 24 01 F Existing Pavement Thickness(inches): 18 SFIDI POII�#1 NDR'lHll^tFASTING SkAiFACEELFV 'I ESTHOLi= M'scRIPTION NUMBER (Y4 lit} (') MARKER H 06 10162 6955470.95 232974-S—.3-0 Y 621.00 PAINT 1-4 � � '� SIL '���.f.'' �rt �r =f - _1 OF .,.... .... ........,.... , Samwfhn MCDOMID " Lamb-Star Engineering,LP "';""-•••-••••••-••••~- , TOPE Firm No.: F-9073 _4 '• ICE O. - - � " AL G"r LSE Project Manager W.O'Dell Completed By: RL Checked By: SKM TEST HOLE DATA FRIT TH 07 PROJECT NAEVI E: 5outhalde Medlc�,I u1';trl=t �I BE Project No.: B200544.01 Vacuum Truck No.: 3625 Utility Type: STM SUE Field Manager: Hendricks Utility Owner COFW Field Technicians: TY BL IL5700 W-Plano w'u� ono,Plano,TX 75093 Date Completed: 06/25/2018 weather: Sunny TEST HLRE DA[A TEST HOLE SC:CTION {NTSJ Approximate Station: N/A Offset: N/A F B A Depth to Top of Utility: 1.85+ B Surface Elevation: 617.38 A C Top of Utility Elevation: UNK c 0 Utility Material Type: RCP _ € Diameter of Utility(Inches): 18 0 F Existing Pavement Thickness(Inches): 6 =DESCRIPTION F'OIIVT NORI 1-1NCp EAS I INC; SURFACE ELLV TEST HOLE ruuMal' �' I JX) Iz1 MARKr:R TH 07 70157 6455481.68 2330110.60 617.38 PAINT wo WWF PA ie I � �— A. c10s 0� ..............•.. S 10t t IlO McDona I d Lamb-Star Engineering,LP ..""`"......"" " 0 x}`• 128678 ' p7 TBPE Firm No.: F-9073 '{'E Ns I L 4 LSE Project Manager W.O'Dell Completed By: RL Checked By: 5KM TLST HOLL DATA FORM. TH 08 PROJECT NAME: 5Duth9ld(_�Med icaI p:%,IIL.1 LSE Project No.: 6200544.01 Vacuum Truck Na.: 3625 Utility Type: STM SUE Field Manager: Hendricks Utility Owner COFW Field Technicians: TY i BL 5700 W.Piano Pl,Ny,suite i000,Piano,TX75093 Date Completed: 06/25/2018 Weather: Sunny _ TF`-.T HOU DATA IF5r NO LL SECTION{N 1.5) Approximate Station: N/A Offset: N/A � 9 A Depth to Top of Utility: 5.61 ;' }ffi/ . 1} Surface Elevation: 618.01 A ... C Top of Utility Elevation: 612,4 c 1) Utility Material Type: RCP E Diameter of Utility(inches): 24 Y- o F Existing Pavement Thickness(Inches): 13 S}COT PO�f~1T :s NOfTlllsiil FA IIr,kG I }tIGCn, I ,fir I. A) H Dr�c-Rliarl0�l NUMBER I H 08 70158 6955466.06 1 2330107.71 _ —618.01 AAI NT OT fey,. ry1"- ,- .. I M� 4 �� ...I ,-=.x�.i.F�i�771-:ia&a=:lr�t,i.l��„I:ic-:,� IlauJ w — �p4 *T + F-M _J i J4 Lamb-Star Engineering,LP - •" - - is I- TBPE Firm No.: F-9073 '•. ICE NVEc •-' + LSE Project Manager W.O'Dell Completed By: RL Checked By: SKM TEST MOLE DATA FORM TH 09 IPROJECT NAME: 5outhslde'MedlLAI District LSE Project No.: B200544.01 Vacuum Truck No.: 3625 Utility Type: STM SUE Field Manager: Hendricks Utility Owner COFW Field Technicians: TY it BL 5700W.Plano Pkwy,Since 1000,Plano,Tx 7so9 Date Completed: 06/26/2018 Weather: Sunny L_ TF5C HPLE DA1+a TF ST MOLE 51 CETIGN N I s;l Approximate Station: N/A Offset: N/A � f3 A Depth to Top of Utility: 5.63 }': _ •' a Surface Elevation: 618.02 A C Top of Utility Elevation: 612.39 c D Utility Material Type: RCP E Diameter of Utility(inches): 24 F11 Existing Pavement Thickness(Inches): - SHO A POINT NDik'I HIND €AS1II~1G SURFACE ELE1f TESI'WOLF DLSCRIP-1100 i+JkJ#wiBEH [Y� 1_ Ike { � MARKM TH 09 70159 6955456.94 2334102.52 618.02 PAINT f3 �aitf',,'.xl..lisk NIA L'• f :}Illl ._'t.:.4�'-'.is•Irl�7C1hr„t".liiY.;; Y.v.7i a �4� x'. � I � x` anF *5a�rlani�', 'MCDan.aI: Lamb-Star Engineering,LP ""'•' • 128678 �.. , � TBPE Firm No.: F-9073 �W fc E Ns� f116a'3E. LSE Project Manager W.O'Dell Completed By: RL Checked By: SKM 1 TEST HOLE DATA FORM TSI 10 ' MCompleted; V�4ME: SoQh5ldeMedic aIui�tri�t �I }� : B200544.01 Vacuum Truck No.. 9991 STM SUE Field Manager: Hendricks COFW Field Technicians: AJ € BL 5700 W.Plano Pkwy,Suite 1UU0,Plano,TX 75093 d: 6/27/2018 Weather: Sunny -- .- _ ......... tEb1 iGI-1 DATA �I f�� 115f HOLE 51 C1 ION (N1-S Np;�Station- N/A Offset: N/A B 1 I A Depth to Top of Utility: 4.06 El I Surface Elevation: 617.77 _ + _31- a C Top of Utility Elevation: 613.71 c D Utility Material Type: RCP E Diameter of Utility(Inches: 18 i:•. --- FI Existing Pavement Thickness(Inches): 14 SHOT PIDINT NORTHING LASTING' SURFAt 6L V iF41 HO L_ DESCRIPTION 61t1MBFR [Y} ( � Z� IMARkTR TH 10 70160 1 6955426./L_ -2330103 04 617.77 PAINT !Tf7.� p _ 1 f.Yil FI� �_ � - ••YF rim I OF rppq Some nt ho Ma Doha I d Lamb-Star Engineering,LP 0 "'•'•-11,"I'll,11- -r: •o 1 ?8678 TBPE Firm No.: F-9073 /CFlsi5k� LSE Project Manager W.O'Dell Completed By: RL Checked By: SKM TEST HOLE DATA FORM TH 11 PROJECT NAME 5uuffisideMeclic3IDstrict ` LSE Project No.: B200544.01 Vacuum Truck No.: 9991 € Utility Type: STM SUE Field Manager: Hendricks Utility Owner COFW Field Technicians: AJ I BL 5700 W.Plano PKwy,Suite 1000,Plano,TX 75093 Date Completed: 06/27/2018 Weather: Sunny [EST HULL L)MA I 'I EST Hot I.-5i:CTK"� s' IINTS1 Approximate Station, N/A Offset: N/A C= a A Depth to Top of Utility: 3.40 - B Surface Elevation: 620.56 A C Top of Utility Elevation: 617.16 c u Utility Material Type: RCP F Diameter of Utility(Inches): 18 0 F Existing Pavement Thickness(Inches): 9 SHUT lil:IIN I 1t}RTFII#,at; rASTINC. SURFACE£LILV TEST HOLE I'MCRIP'MiN Nt:hfiRFR Y ('�1 ) MAR00 TH 11 70161 6955433.21 2329750.43 620.56 PAINT #^ r r y,'JJ}. �Iirn7cd,r,L 14iU`ti1.te1�rda7J;fly'{6`II':7ti':P]_ ti . - so Swantho MoDono I d Lamb-Star Engineering,LP ""' F*' %eo% �•` TBPE Firm No.: F-9073 �q ICEN N ' �N + Z/1 C}t LSE Project Manager W.O'Dell Completed By: RL Checked By: SKM TEST HOLE DATA SII ! - -- T H 1 PROJECT NAME SouthsId, Mt dl+:al Olslaict I, LSE Project No.: B200544.01 Vacuum Truck No.: 9991 Utility Type: W SUE Field Manager: Hendricks Utility Owner COFW JField Technicians: AJ BL 5700 W.Plano Pkwy,'SWCe 1uou,Plano,TX 75093 Date Completed: 06/27/2018 Weather: Sunny _ T 7 5_1H-OLE DATA TEST ROLF SE{f ION IN1T4 — Approximate Station: N/A J Offset: N/A F e A Depth to Top of Utility: 5.90 B Surface Elevation: 614.82 A C Top of Utility Elevation: 608,92 c R� Utility Material Type: STL E E Diameter of Utility(Inches): 30 krt; v r Existing Pavement Thickness(Inches): 17 Sf{D7 POINT NORTHING EA511NG SUM ACEELf11 [FSI HOLE DC-SC81PTION . NIJMBFR j�rj ?x} ) MARKFR i H 12 70165 6955470.98 2330394.40 614.82 1PAi id i ,rm �r G l A . OF NO PHOTO AVILABLE # w ............................. S mTmtho McDona I d Lamb-Star Engineering,LIP : ............. Id, 1286 N TBPE Firm No.: F-9073 { IC.E Nslc - ` � +Fel• � LSE Project Manager W.O'Dell Completed By: RL Checked By: SKM %'.NC-6o06.D Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF PORT WORTH rY IG-CI)9 M'R Vrl'REPAIR AN D RECON.PROGRAM AND NEAR SOUTH SIDE MM).I)IS.%V&SS MAIN IMPROV, STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02387&02445 ATTACHMENT IA Page 1 of 6 FORT WORTH City of Fort forth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization (Form OFFEROR COMPANY NAME: Check applicable block to describe JACKSON CONSTRUCTION, LTD Offeror PROJECT NAME: MM/DBE / NON-MIVVIDBE FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. 1 BID DATE 10/18/2018 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 % 0.72 % 02387 & 02445 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 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 non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the MBE firm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered non-responsive to bid specifications. MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid 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 contractor/consultant i.e. a direct payment from the prime contractor to a subcontractor is considered 15I tier, a payment by a subcontractor to its supplier is considered 2nd tier. The prime contractor is responsible to provide proof of payment of all tiered subcontractors identified as a MBE 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 given credit as long as the MBE listed owns and operates at least one fully licensed and operational truck to be used on the contract. The MBE may lease trucks from another MBE firm, including MBE owner-operated, and receive full MBE credit. The MBE may lease trucks from non-MBEs, including owner-operated, but will only receive credit for the fees and commissions earned by the MBE as outlined in the lease agreement. Rev.2110115 FU1ZTWaRTH ATTACHMENT 1A Page 2 of 6 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non-MBEs. MBE firms are to be listed first, use additional sheets if necessary. 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 Telephone/Fax ` B B B Work Purchased Dollar Amount Email E E Contact Person e Reliant Haulers, LLC 1 Hauling by $ 44,441.25 2745 FM 2265 Dump Truck Chico, TX 76431 940-210-9400 Phone ❑ relianthaulers@outlook.com Julian Gonzalez ❑ ❑ United Site Services 1 Portable Toilet PO Box 660475 Rental $4,546.50 Dallas, TX 75266 ❑ ❑ � 817-477-5200 Phone 817-226-0702 Fax JM Materials, Inc. 1 Rock Aggregate $36,406.61 PO Box 199 Alvord, TX 76225 940-427-2033 Phone ❑ ❑ 940-427-2789 Fax d.elkins@jmmaterials.corn Don Todd Elkins JM Materials, Inc. 1 Sand Aggregate $28,355.31 PO Box 199 Alvord, TX 76225 ❑ ❑ 940-427-2033 Phone 940-427-2789 Fax d.elkins@jmmaterials.com Don Todd Elkins Cowtown Redi Mix Concrete Concrete $817,275.00 PO Box 162327 Redi-Mix Fort Worth, TX 76161 ❑ El817-480-6650 817-759-1716 awhite@cowtownrm.us Archie White Rev.2110116 �pR-- T�� ATTACHMENT 1A Page 3 of 6 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and nova-MBEs. 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 Subcontracting Supplies M W Dollar Amount _ Telephone/Fax ` i3 B B Work Purchased Email E Contact Person E Q.F.C. Inc. 1 Pipe & Pipe $147,400.00 PO Box 441 Fittings Weatherford, TX 76086 ❑ ❑ 254-592-9298 Phone jedd@gfcpipe.com Jedd Vaughan Martin Marietta 1 Rock Aggregate $31,616.00 10615 Spangler Rd Dallas, TX 75220 972-409-3240 Phone ❑ 7 Chris Moretti christopher.moretti@martinm arietta.com Texas Water Products, Inc. Pipe & Pipe $579,335.50 PO Box 8543 Fittings Fort Worth, TX 76124 ❑ ❑ 817-457-9988 Phone 817-654-2007 Fax Steve Cook steve @texaswaterprodu cts.corn Texas Water Products, Inc. 1 Manhole Stipples $55,063.00 PO Box 8543 Fort Worth, TX 76124 817-457-9988 Phone ❑ El 817-654-2007 Fax Steve Cook steve@texaswaterproducts.com Barnsco, Inc. 1 Rebar $51,285.83 PO Box 541087 Dallas,TX 75354-1087 ❑ ❑ 214-352-9091 Phonene 214-550-2732 Fax greg@barnsco.com Greg Forbess Peachtree Construction, 1 Asphalt Paving $334,178.89 5801 Park Vista Cir. Keller, TX 76244 ❑ ❑ 817-741-4658 Phone 817-741-4648 Fax mlulg@peachtreecon.com Marshall Luig Rev.2110115 FoRTWORTH ATTACHMENT 1A Page 4 of 6 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and cion-MBEs. 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 SUBCONTRACTOR/SUPPLIER ° Company Name T n Detail Detail Address i M w Subcontracting Supplies Dollar Amount Telephone/Fax ` B B M Work Purchased Email E E B Contact Person E CrossRoads, LP 1 Traffic Control & $38,335.00 5012 David Strickland Rd Barricades Fort Worth, TX 76119 ❑ 817-634-0044 Phone 817-63.4-0048 Fax] Mark Lewis Skaggs Road Boring, Inc Bores $310,200.00 PO Box 294557 Lewisville, TX 75029 ❑ 940-455-7234 Phone 940-241-1925 Fax Tracy Skaggs Protex Environmental, 1 Erosion Control $2,145.00 PO Box 15161 & SWPPP Fort Worth, TX 76119 ❑ ❑ 817-374-4742 Phone todd@protexec.com Todd Webster Road Master Striping, llc 1 Pavement $13,968.75 1301 SE McKinney St. Markings & Rice, TX 75155 903-326-4530 PhoneEl 1:1 V/ Striping 903-326-4671 Fax miguel.loeza@roadmasterstiping. Com Miguel Loeza Dustrol, Inc. 1 Asphalt Milling $22,455.72 PO Box 1728 Roanoke, TX 76262 ❑ 817-430-3958 Phone 817-491-2354 Fax CrossRoads, LP Signs $9,990.00 5012 David Strickland Rd Fort Worth, TX 76119 ❑ ❑ 817-634-0044 Phone 817-63.4-0048 Fax] Mark Lewis" Rev.2110115 WORTH FOR� libo— ATTACHMENT 1A o� Page 5 of 6 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and non•MaFs, 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 o Company Name T n Detail Detail Address i Subcontracting Supplies M w Dollar Amount _ Telephone/Fax e B B B Work Purchased Email E E Contact Person E American Rehab& Inspections, 1 Camera/TV $4,150.80 Inc. Inspections PO Box 59192 p Dallas, TX 75229 Ph ® ❑ 972-488-3042 Phone 972-488-3142 Fax davidsambalnet@aol.com Daivd Sambalnet Shooters Concrete Concrete $24,900.75 Service Pumping PO Box 297 817713-4481 El 1:1 Robbie Parsley Insituform Technologies 1 Pipe Lining $33,321.00 1103 Postwood Dr Corinth, TX 76210 ❑ ❑ 214-317-0950 Phone o/ 940-498-0265 Fax tpeterie@insituform.com Tim Peterie 1 Interior Manhole $7,000.00 DFW Infrastructure, Inc. Lining 7500 Rosewood Ave Fort Worth, TX 76116 ❑ ❑ 888-739-9070 Phone 817-887-5078 donna@dfwinfrastructure.com Reynolds Asphalt 1 HMAC $38,121.94 PO Box 370 Euless, TX 76039 817-267-3131 El 817-267-1878 Imayo@reynoldsasphalt.com Laura Mayo ❑ ❑ Rev.2/10/15 FORTWORTH ATTACHMENT 1A Page 6 of 6 V Total Dollar Amount of MBE Subcontractors/Suppliers $44,441.25 Total Dollar Amount of Non-MBE Subcontractors/Suppliers s 2,590,051.40 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORS/SUPPLIERS $2,634,492.65 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 Change/Addition form. Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested change/addition or deletion will affect the committed MBE goal. If the detail explanation is not submitted, it will affect the final compliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1) year. �:� ;K;__; C Troy L. Jackson Authorized S' nature Printod Signature President Title Contact Name/Title(if different) Jackson Construction, Ltd 817-572-33031817-478-0443 Company Name Telephone andlor Fax 5112 Sun Valley Drive Address E-mail Address Fort Worth, TX 76119 October 22, 2018 City/State/Zip Date Rev.2/10115 ATTACHMENT IB F�]RT 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 JACKSON CONSTRUCTION, LTD PROJECT NAME: MIW/DBE )( NDN-MIWIDBE FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. BID DATE 101181201$ City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 Bio Bio 02387 & 02445 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. Failure to complete this form in its entirety and be received by the Purchasing Division no later than ZL in on tho second City business day after bid Opening, exclusive of the bid opening date, will result in the bid being considered Iron-responsive to bid specifications. Will you perform this entire contract without subcontractors? YIDS If yes, please provide a detailed explanation that proves based on the size and scope of this x 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. x 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 and/or 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 Federal, 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. Troy L. Jackson Authoriz d Signature Printed Signature President Title Contact Name(if different) Jackson Construction, Ltd 817-572-3303 817-4780443 Company Name Phone Number Fax Number 5112 Sun Valley Drive Address Email Address Fort Worth, TX 76119 10/2212018 City/State/Zip Date Rev.2110!15 ATTACHMENT 1 C Page 1 of 4 FORTWORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort l=oam OFFEROR COMPANY NAME: Check applicable block to describe JACKSON CONSTRUCTION, LTD Offeror PROJECT NAME: MM!/DBE I)(I NON-MM//DBE FY16-GD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.pIST.W&SS MAIN IMPROV. BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 % 0.72 % 02387 & 02445 If the Offeror did not meet or exceed the MBE subcontracting goal for this project, the Offeror must complete this form. 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 and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Failure to complete this form, in its entirety with supporting documentation, and received by the Purchasing Division no later than 2:00 p.m. on the second City business day after bid opening, exclusive of bid opening date,will result in the bid being considered non-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a MBE or non-MBE. {DO NOT LIST NAMES OF FIRMSI 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 Hauling by Dump Truck Rock Aggregate Asphalt Paving Sand Aggregate Traffic Control & Barricades Concrete Redi-Mix Bores Pipe & Pipe Fittings Erosion Control & SWPPP Manhole Supplies Pavement Markings & Striping Rebar Street Signs HMAC Asphalt Milling Portable Toilet Rental Camera/TV Inspections Concrete Pumping Pipe Lining Interior Manhole Lining Rev.2110H5 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 and/or suppliers from the City's MIWBE Office. X Yes Date of Listing os /05 12018 No 3.) Dill 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? X 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 and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (if yes,attach list to include name of MBE firm, ep rson contacted,phone number and date and time of contact.) X 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.) X 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? X 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 must contact the entire MBE list specific to each subcontracting and supplier opportunity to be in compliance with questions 3 through 6. 7.) Did you provide plans and specifications to potential MBEs? X Yes No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? X Yes No Rev.2170/15 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBEs to bid on goods/services specific to their skill set? Yes (if yes,attach all copies of quotations.) X 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 MIWBE Office to address the corrections needed.) X 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 sheets,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 BABE 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 fess 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.2140115 ATTACHMENT 9C Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) fisted 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. 77z�� 7 � Troy L. Jackson Authori ed Signatu & Printed Signature President Title Contact Name and Title (if different) Jackson Construction, Ltd 817-572-3303 897-478-0443 Company Name Phone Number Fax Number 5112 Sun Valley ©rive Address Email Address Fort Worth, TX 76119 October 22, 2018 City/State/Zip Date Rev.2110!15 FR WORTH City of Fort Worth Minority Business Enterprise Specifications SPECIAL INSTRUCTiONS FOR OFFERORS APPLICATION OF POLICY If the total dollar value of the contract is$50,000 or more,then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance applies to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 25 %of the base bid value of the contract. Note:if both MBE and SBE subcontracting goals are established for this project,then an Offerar must submit both a MSE Utilization Form and a SEE Utilization Form to be deemed rosponsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation,or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or; 3. Good Faith Effort documentation,or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, In order for the entire bid to be considored responsive to the specifications. The-Offeiar shall dellver ttte MSE dacumwitatlon Irk IrerM to [ho approprialn employee of the purchasing division lord vbialn a dalg1tlrne racelpl. Such recalpi shall be evidence that the City mcgived Itie dnCrlrnenlallDn in the tlme.allocaled. A faxed and/or emalled copy will not be apcepi6d, 1. Subcontractor Utilization Form, if goal is received no later than 2:00 p.m., on the second City business day met or exceeded: after the bid opening date,exclusive of the bid opening date, 2. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if participation is less than after the bid opening date, exclusive of the bid opening date. statedgoal: 3. Good Faith Effort and Subcontractor received no later than 2:00 p.m., on the second City business day Utilization Form, if no MBE participation: after the bid opening date, exclusive of the bid opening date. 4. Prime Contractor Waiver Form, if you will received no later than 2:00 p.m., on the second City business day perform all subcontracting/supplier work: after the bid opening date, exclusive of the bid opening date. 5. Joint Venture Form, if goal is met or received no later than 2:00 p.m., on the second City business day exceeded: I after the bid opening date,exclusive of the bid )penin date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE, WiLL RESULT iN THE BID BEiNG CONSIDERED NON-RESPONSIVE TO SPECIFICATIONS, FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEiNG CONSIDERED NON-RESPONSIVE.A SECOND FAILURE WILL RESULT IN THE OFFEROR BEiNG DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES iN A FiVE YEAR PERIOD WILL RESULT IN A DISQUALIFICATION PERIOD OF THREE YEARS. Any questions, please contact the MIWBE Office at(817)212-2674. Rev.2/10/15 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise DIFF Subcontractors/Sugpliers Utilization Dorm OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: WI LE MIDBE NON-MIWIDBE FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAn SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. BIO DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 Bio oil 02387 Identify all subcontractors/suppliers you will use on this project Failure to complete this form, in its entirety with requested docufnentation, and recsived by the Purchasing OivWon no tater than 2,GD p.m. on the second City buslness day after bid opening, exclusive of bid opening Mata, will result [n the bid being considered non-respoflsive to bid specificaticna. The undersigned Offeror agrees to enter into a formal agreement with the MBE rirm(s) listed in this utilization schedule, conditioned upon execution of a contract with the City of Pori Worth. Flee intentions[ andler kno jnq misrepresentation of facts is 9munds for consideration of disqualification and will fesult in the bid b+Nng oonsidemd non-responsive to bld specif[cations. 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 subcQntractorslsuppliers. Tier means the level of subcontracting below the prune contraclorlconsultant i,e, a direct payment from the prime contractor to a subcontractor is considered 1'I tier, a payment by a s u beent ractor to its supplier is considered 2' tier. The prime contractor is responsible to provide proof of paymant of ajI t Bred subcontraclofs identified as a MBE and counting those dollars towards mee[Ing 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 ba givers r-radit as long as the IVIBE listed owns and operates at least one fully licensed and operational truck to be iised on the contract. The MBE may lease trucks from anothef MBE firm, including MBE owner-operatl�d, and raceive full I IBE credit, The MBE may Kase trucks from rll)n-MBEs, inctuding owner-operated, but will only receive credit for the fetes- and Commissions earned by Ilia MBE as outlined In the lease ag reernent. Rev.21110115 FORT ATTACHMENT 1A Page 2 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minarlty and non-MBEs. 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 9 SUBCONTRACTOR/SUPPLIER n Company Name T " Detail Detail Address I Subcontracting Supplies Telephone/Fax 0M B n� Work Purchased Dollar Amount Email r E E 8 Contact Person F. El Rev.2/10115 FoRTWoRTH ATTACHMPNT 1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minorlty and n6n•MBEs. 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 CI Company Name T — n Detail Detail Address i Subcontracting Supplies Dollar Amount Telephone/Fax I B B M Work Purchased Email r E E Contact Person E El El 11 El El El El El Rev.2110115 FORTWORTH ATrAGHWNT 1A Page 4 of 4 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 certifled IIst withouI the prior approval of the Minority and Women Business Enterprise Office through the submittal of a Rearrest for Approval of ChangelAoAdRiarr form_ Any unjustified change or deletion shall be a material breach of contract and may result in debarment in accord with the procedures outlined in the ordinance. The Offeror shall submit a detailed explanation of how the requested changeladdltion or deletion will affect the committed MBE goal. If the detail 9x jplanatlon Is not submitted, it vAlf of e—c;t the final com pliance determination. By affixing a signature to this form, the Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed by all subcontractors, including MBE(s) and any special arrangements with MBEs. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company. The Offeror agrees to allow the transmission of interviews with owners, principals, officers, employees and applicable subcontractors/suppliers participating on the contract that will substantiate the actual work performed by the MBE(s) on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance creates a material breach of the contract and may result in a determination of an irresponsible Offeror and debarment from 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 City/State/Zip Date Rev.2110/15 ATTACHMENT 1 B Fo R-r WORTH. Page 1 of 1 City of Fort Worth Minority Business Enterprise Specifications Prime Contract©r Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime PROJECT NAME: DBE NON-M/W/DBE BID DATE FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MEd.DIST.W&S5 MAIN IMPROV. City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 % % 02387 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good f=aith Effort Form). All questions on this form must be completed and a detailed explanation provided, if applicable. If the answer to either question is NO, then you must complete ATTACHMENT 1 C. This form is only applicable if both answers are yes. Failure to complete this farm in its entirety 2nd be received lay the Purchasing Division no later than 2:0_0 p.m.. on the second City txlksInes&d.$yjifter_bid opening, exclusive of the bid opening date, will result In the bid being consldared non.res pons ive 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 and/or 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 Federal, 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.2!10175 ATTACHMENT 1C Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Offeror PROJECT NAME: MIW IVB NDN-M/W/DBE FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. BID DATE City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 Bio Bio 02387 If the Offeror did not meet or exceasi Elle MEE ytibconlracting 90a1 for this project, the Offaror m e complotff this (orm. 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 and/or knowing misrepresentation of the facts or intentional discrimination by the Offeror. Fall1wre to Complete this form. In Its entlmty with supporting do-cumenlallon, and received by the PurchasiI19 0IVlsfan no later than X2,00 p,m. on the second Clty business day after bid opening, exclusive of bid opening date, will result in the bid being considered nor/-responsive to bid specifications. 1.) Please list each and every subcontracting and/or supplier opportunity for the completion of this project, regardless of whether it is to be provided by a 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 'IC Page 2 of 4 2.) Obtain a current(not more than two(2) months old from the bid open date) list of MBE subcontractors and/or suppliers from the City's M/WBE Office. Yes Date of Listing 1 1 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 and/or supplier areas previously listed, at least ten calendar days prior to bid opening by telephone, exclusive of the day the bids are opened? Yes (if yes,attach list to include name of 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 abpve are acceptable for soliciting bids. and each saFerted method must be applied to the applicable contract. The Offeror must document that ellher at least two attempts were made using two of the four methods or that at least one s�icc0$sful contact was made using one of the Four methods In order to be deemed responsive to the Good Faith Effort requirement. MOTE, Tba Offeror must contact the entire MBE 11511 specific to each subcontracting and suppiler opportunity to be in compliance with questions 3 through B. 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 goods/services 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 MMBE 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 sheets,if necessaiy,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.2!10!15 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any MBE(s) listed in Attachment 1C 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 ®ate Rev.2/10115 Joint Venture P FOR-r WORTH age 1 of 3 CITY OF FORT WORTH MBE Joint Venture Eligibility Form All questions must be answered,use"NIA"if not applicable. Name of City project: FY16-CD9 STREET REPAIR AND RECON.PROGRAM AND NEAR SOUTH SIDE MED.DIST.W&SS MAIN IMPROV. A joint venture form must be completed on gaQL project RFP/Bid/Purchasing Number: 1.Joint venture information: Joint Venture Name: Joint Venture Address: (If applicable) Telephone: Facsimile: E-mail address: Cellular: Identify the firms that comprise the joint venture: Please attach extra sheets if additional space is required to provide detailed explanations of work to be performed by each firm comprising the bent venture MBE firm Non-MBE firm name: name: Business Address: Business Address: City,State,Zip: City,State,Zip: Telephone Facsimile E-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.2/10115 Joint Venture Page 2of3 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 ifthis infonnation is described in joint venture agreement) Profit and loss sharing: Capital contributions,including equipment: Other applicable ownership interests: 6.Identify by name,race,sex and firm those individuals(with titles)who are responsible for the day-today management and decision making of the joint venture: Financial decisions (to include Account Payable and Receivable): Management decisions: a. Estimating b. Marketing and Sales ---------------------------------------------------- c. Hiring and Firing of management personnel -- -------------------------------------- Ing 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. NOTE: From and after the date of project award, if any of the participants, the individually defined scopes of work or the dollar amounts/percentages change from the originally approved information, then the participants must inform the City's MIWBE 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.211 0115 Joint Venture Page 3 of 3 AFFIDAVIT The undersigned affirms that the foregoing statements are true and correct and include all material information necessary to identify and explain the terms and operation of the joint venture. Furthermore,the undersigned shall 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. -- ----- ----- meonon- ---------Nume ofMBE firm 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 free act and deed. Notary Public Print Name Notary Public Signature Commission Expires (seal) Rev.2110115 GC-6.07 Wage Rates THIS PAGE LEFT IIS TENUOVALLY BLANK CITY OF FORT WORTH !Y 16-CD9 SFREET REPAIR AND"'CON.PROGRAM ANI)NEAR SOVIVI SIDE MEI).DIST',IV&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02387&02445 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 Tans 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 I 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 Metal Building Assembler Helper $ 12.00 Metal 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 salarysurvey conducted and published by the North Texas Construction Industry(Fall 2012)Independently compiled by the Lane Gorman Trubitt,PUC Construction Group. The descriptions for the classifications listed are provided on the TEXO's(The Construction Association)website. www.texoassociation.org/Chapter/wagerates.asp Page 2 of 2 GC-01 60 00 Product Requirements THIS PAGE LEFT INTENTIONALLY BLAND CITY OF FORT WORTH rr16-co9S'raer:rKF.VAIK AND P.1-MN.PROOR AM ANI)NEAR SOUTH SIDE,MN,11.NIST.%V&SS MAIN IMPROV. STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.02387&02445 CITY OF FORT WORTH WATER DEPARTMENTS UPDATED:0615.2018 STANDARD PRODUCTS LIST wo-ir.All wlnfa ur d1.wr14.k4p) 11'flrrtitan 15 bm dh1alulr kr411Lr ppprwril 1pr�IIY III,wow girp"Merit on apr]opaaippflllc hMtlo, Pc rbedikkkc 1hfY41l4f fpra*arnrTI". Approval Sec No. ClassAification Manufacturer Madel No. National Spec Sine WASTEWATER Manhole erts-Field rations se I ev 2131 Lu 330313 Manhok rnaad Knutson Enl � Mad..0,dcr-Phak .ASTMU 1248 TOr 24"din. 330513 Mndnk lnsmt South Wexreml Pucku'n Madem(hri pI.Ik ASTMU 1249 For24"diu. ' 7303 t7 Menhnk lnscrl 71,0 .lnamv Madc to Order-P.1w ASTM 1)124N Far24"dw. 0912366 330517 Ole hsm( SmahxrskmYa &Stills Ire, UW- 9-1 Far24"die. 09/21/96 130517 Merhdl lesaf Sm4hwcsxm?,,king&5s:lrxw Tek Lok-%inkes 51.1 Fnr 24"dig Manholes Bases/Framcs&Covers/Rectangular 33-05-13 Rev 213/16 330513 Man3wk Frames and Crta Weicmlron Works Bass&Have Yo Joni 24".40"WD M nh B L&C=! dard n n -05-13 R 116 )7 OS 13 ManhWe Frames and Cbvca Weatcm Iron Warks naso&H Fal1nJ 3W24 24-Dia. 370511 Jlalc Fx ,and Covert WKink Iron Wo,k lin. A24 AM 24"nin_ 3305 13 a.I.b Fnms-a anJ Covnx N_"h C.a_ 23"Uia. 33 05 13 _Mie.Fm7 bW Coven Si Ca . MV1.144N 330517 Maulmle Frenxs mxl COvax Si•rr�['a MH-143N 330517 Manhole Fmla,(•4 and Cavrn PonnA-Mouuonu GTSSI'a S4"dis. 370513 1"Frarrrcv ural Cavern Nmmh Cush M"d]n 10131!06 33 OS 17 Manhnk r.--I Coves tin J Pnwtimai Ilimm,l nnmdc Iron Menbole ASTM 0536 24'D'a. 7!15!03 330517 MddF..nex and Cavcm %hr-Goha'u1 F} fine;I9naciJrexux Rfi32-*s 30°D]3_ 0113[fM 330517 X'DI MH Rin asM Cord Easl fordan iron Worts V 14322 and V1493 WI— MSI7TY3 M30h-04 M.Dia. I Id32fl9 1 150513 30"DL MI I Rin awl Carv-t Si 6-6. MI1165l FINN&N!1116502 30^Dia 07119111 l 33 u-I3 70"DI MH]linea¢d C9 SYs Pi Roh— MI L32FIWSS.UC 30"Dia BAf10111 310113 0"DI MH Hh and Corer A—e 1 220700 Thea n0 with Ceske[R]n 3gDh uf14117 33 05 13 ,0"DIMH R]n OndCvcr cored&Lockable EaAknixn Iron Werks wish Cam tx L/MP1C7r.Craskw AMMO Mlus&ASTMA536 ,30"pi. 0610i217 3405 13 30"n1 MH fU mss]C ver m &lackahie Cl SIF hdauries 2700 2° ASTM A 4A W,M. 08/24/17 33 05 13.01 30^➢I MH Rin and Cavef Inc&Lack Com silt S xrt:nvcr and Cover wfl_cL 11DXRP Cim 30"nia. Manholes&BaseslFlame Covers! Ti ht&Pres Ti ht 33-45- 3 Rev 211/16 330513 N.aohole Fmmei roti Coven PawA-Mnusson Pemti t 330513 24"U]a Modmlc Fmmcs and Covers Heanah Ca9lm 24"D]a_ 330513 MomMk Fmmex a.d Cavrn Wcac.Imn W,kl&n&Ha F IM24F 24"Drs. • 330533 Manhek Fnr—and C.- WNW iron Warks Inc, WPA24AM 24'DI.. 04i2via1 330513 Muehnle Fmnses xrid C.r"c,s AocucuW RC 2100 ASPM A46 24*D- - 04!20!01 330133 MnnhelcFmnxsand(:avcrs SIPS— hdr.svip'NyakLtd. 300.24-2375 Rin-d C- ASTM A48 za^This. Mank &BaseslNew! ne 3-39-10 Rev 23 16 07173197 33 U5 17 U-b_11 T.d.Wp AaAi K v K.K. AJ .11lha Seal Met ASTM D22401D412N792 04126100 330513 OII'acl Soinl for a'➢rant,h43 Hanewa Conrn:le Pmdurt D-wh,g No.35.00481101 09W" 330513 Pmllle G.aket 1or4'Diem MH. Press-Sml G-kcl Co 2S0.40 Casket ASTM C-J431C361 SS M}I V26f99 330513 f1I1PF.ManMlc hd'ase,rral Rin s Laa_k hm HDPE M1,Wl Rin Nm_lmflic arca 5113/05 330513 MmJndc l:almual lYr Cmwsa-CPS Vre]dSeal MmA'.M Er .rdxliou8 tem Manh 1 ' ses/NewIP IConcre ]18!13 333910 Manhole 11-1 H cndltilc SPLTI—49 AS'I'h4C'479 46" 333910 ......is iraan FnOCSilc Wan Coacaele iti C..Ine. ASFM C-443 48" 33 39 30 Mrnhalc Paaast Convck Forlcm ferr (ii13hrr11Hill.H...en ASTM C 478 48" 04!26100 337410 MH Sin eOlfitSeal luau Fmiem former Ciffwd-Hill Hamuu T FUs•35a1048.0p] ASPM C47% 4%^Din.MH M'JJW L7 It 10 IMan'r-Pim ICnlu..le Caocnelvnd„t 1. 48"15 tts,Y4 f7"fns -3jMf 418 i5#N as 111 ayf•t-frterle ors 14,r Mo..4... -r,w'11,414""♦t 1y°Cm 1<RI1111 er,Flt' 30127/06 331910 Madmte Recn4Cnixmre OLkailc recoaL,e. 4A"7.D,M,,h,k w124^ome ASTMC 478 4k-U]am w a4"Ri 06109110 33 39 10 Mudwk Necas4 fteinf ce Pol .r C'anwcte 09 C.rmP'u Pi Remli mud Poi Ther Cancrctr ASTM C-76 49-to 72" Manholes H slNew/Fiber ss 33-39-13 13 W6199 333913 Fhnr 1naa Manl,ok Mid C maimne"n In, FMwnln ASTM 3757 Nno-taRk aim 03730706 333913 iriherviaz Menimk f,F,Ma..f-rd" Wq I.frk arta Manholes ases/Re S stems!. entitiaus F.1-14N1-1 RelnrhS Ic„u ndcx 04123101 L1-14 M..Mlc R61,S lana 8landard COmenl Material I_ Rdin mr F.I.14 mJmle RdlnbS [elm APfMPnmaroem 480101 LI.15 anlmk Rehah S,.[_ yaln•C %-n 8m]M82A R&,b S lune 5112M LI.14 Mavlmle RelubS.tem Liuer Pal hi lex Technok pies MH dumms Itifdlmfiou ASTM 05611 06130X16 0-1 Concmk Rc ai F1c.Krytc TahralMELVin IPa]celcr He air PmdrHl V11-Use Manh Bases1keha telnslNon entitious n520l96 F.1.14 Maoimle Rd.b 5,,I— S 5 e 1V.11 NA ane Gratin A%Mj D639JD790 EI-14 Manhole WhabS Iwnl San Coast For ElI&rn"Coating of 12114@1 Cat]t fm Crn,a im mler.'rion Fzlenor -TECH Seises 20278 eM 2100 Aa lulu F..nlsiml Cancac3c SEoclum-.DA, 01131/06 Cca[in a far Comunian ProttclI., CIMSIcOan Am 791 SJF S1 92 Acid Rosislnlxr Tcat SLwcrA ]icasim5 &28f20ob sf Cor,aaiw lhotect]ou Wamen Pmvmmv se 8.7Dl eat M-301 9—A 1k limax oFf30/0b sfin r.sf(:om,siuu I'raoattion clwdci Sr.S.30 Saida E Sc A fl 6- 1105]6,13 79 RR&,C lSangrpan,lirr%NOa-FiheaeJ S}xuy Gmdc Fur P led.Cw h.g of D711908 /0333920 Cm' fnr Cwaesieu temiwl Gxlcdor She i.VIiIIinms Aa 'f Unalsilm Cmcmk Wcluna0 Pi PIN eaftifu^all 1 Fiber lass Reiinfbruccl Yi e 31 31-13]1811 7MM7 33 31 13 cm.Cmt fiber Lyy Hohax 15 x:VSA Ins. Hilus Pi Nort-Presrwx ASTM D126ND1754 0122110 33 33 13 ra.r ss Pi Amaxnr Doll&rm 1 RPMp Pie ASTM D126ND3754 10!30107 Glass-Fibor lLeiuffomul PO rPi a Amilech VSA Fmvli. ASTM U3261fW754 4f14fB PoI r Madificd U,.I,Pi Ami-h USA IVr p"-P'c AST53 C33,A276F477 S"Io 192"Class V 06/09/10 BM M 116d-w Pol ee Callerete US Co RcinSwecd lbl rrr Cmremte Pi ASYMC-76 Pi oncicte EIA4 nc Pi—Mfn d wan[bncnrc F.,C.Inti ASTM C76 FI114 Cmm. A—Aeinfntttxl Hyde,Cmd,t Co tion C6-III T&G 5YL Item 9977 ASTM C 76 E14Ia Cam. Pim Ro]nfa w Homo.C:oxmfe Prodnca ASTM C76 SI4N Cate.Pi .Reinrinwvl Cammre Pi e&Prodltclx Ca.lac. ASTM C76 i eslNewlDlxc' Iron 33-11- /8113- 331170 Uunile Iron Pipc GdEk Pipe Produces,C_ 94-11014,1c Docrae level l_ Pipe,Claes AWIVA CI59.C75] 3"lhry 2a" 331110 D ] Imo Pic Anwriean TS,suk lion Ti Co. Amcrkan Feeble Pic AWWA C150,C151 4",6"&10" 331110 Bn,wtmlile Iron P'a V.S.Pi mdF Ca. AWIVAC150,C15I 331110 lv..ck Iron P'a m'w..Cas[hon Pi•CO. .AWIVACISDC]51 waferasewer pipe larger than 15"shdl be approved for use by the Watet Oeparlmenton project specific bases,Special bedding may be,oqu]rsd for some piptes. Prepared 81152018 Pa I CrrY OF FORT WORTH WATER DEPARTMENTS UPDATED:06-15-2018 STANDARD PRODUCTS LIST Approval Sec No. lClasssification Manufacturer Madel No. National Spec Size PiS1NCW1PVC -I1-12 411113 [7!0"2/11 33-11-12 DR-14 PVC Pmssure Pipe PiFER J-i-m PVC Pte-Pipe AWIVA 0900 4'0-12" 14VIW14 33.11.12 DR-14 PVC P.-Pi Ro IBnildn Pmdud, R4MSm1 PVC P.-vilw AWWA 0900 4"0-l2" Pi CSINew PF i CRLIINtin Sli linin - 1-23118113 Ilj h-1-i ' Philli Drisc i Inc O i-Duditn Nimind-Pie ASTM D 1243 8' Ni 1-4 lane ! Pkaco 1, ASTM D 1245 8' Di h cncPull Pi Inc. ASTM D 1248 8" ryj leve ! C5RH dm CdxloitlPi line. McCamell ft.13 cmenl ASTM D 1245 PI CRlAIcWIPVC' (7111131 33-31.20 PVC Sewn Pi Cetwicr• dProducl C hSTM D 3(134 4^tf.io IS" 3331-20 PVC Scwa»i Na Manvfrnl,b.C ASM 1)3034,P 17" 4"&S" 33.31.20 PVC Seem Pi -M M,aufarn e.Co.1-Om EsWO AgTM D 3034 4"-15' i MY9P 3331.20 VCScwet Pi 11Un-A Tq.W.0 retia+ S1114-26a1d SDRd5 ASTM F 789.ASTM D 3074 4*atm 15" 33.31.20 PVCSewer Pi ]mmun S'la1ft. ASTM F789 41thn,IS" 33-31.20 PVC Bawer in Ow %ildin Nodem k I smi Solid Wall PiN soh 26&35 A l lv[3034 4 Ihm IS" 0111511% 33-31-20 PVC Sewcr Pi Vinitech PVC P' rsw Sewer ASTM DM34 4"thm]S- i UM9F 5"11/11/95 33-31- PIN Pi Diarllmd Plaslisa Co -S"Gmvit 5s lq ASTM P679 P679 irto 2T" 13-31-20 PVCSewer Pi an r-M MuA-m Co bu.Ph1, ASTM F679 15"-27" 09/11/12 33-31.`0 Pvcs-'PiN PVCs-'PiPi clife7dstremn SDR-26.od S;W35 ASTM P.674 18" OSA6105 11-11-20 PVC Solid Wall l'i a Vi-1 pl-ies Co FSMASTM17.679 191w48" 0487106 33-31.2u PVCaewer Ydtiogs It.- SDR-26 and SDR-35 Oa5Ld Rai- ASTM D311341.1784 ac 4"-15" 11AI-20 - 1131-20 PVCs-'riWn Ph,zic Ta, .Ina Gnskctal PVL Serer M.l.t"' ASTM 03034 11117199 13160.2 Cb-d Pmfik PVC Pipe Diamomt PlmdCQqmqiw ASTM 1303/X794 )V'1.48" ,V19Ra15 111120 PVC S-Pi e ' ire Jcl sl r.. SDR 35 AS1M1`6T9 I8"-24" 3/1912015 333120 PVC S-,pi Pi liPoJOSrrcam SDR 26 ASI.1311M PjpesfHewylti hed O cn Profile Di m t r 09!26191 F100,2 PVC S-fri c_Ribbcd r...v tut Pi Cwk.,Mw N.C.CksW T"file Pi ASTWF679 18"t.48" 09126191 8100.2 PVC sewwer Hia,Ribbed Gs6tuion eclum i lac. U a-Af0 ett rrofilr SracrP ASTMF679 18"1.4P F100.2 PVC Sewer Pic Ribbed U ..r UIT Gmwqy 11!10!]0 Flfl fl Pnl leve P Sewcr Pi .I]nuble Wall A.1--d Dreitm 8-rADS1 Ra lire UP Doable Wall C.rru Idj ASTM F 2776 24-X' 111100 G190-1 1'.l Icnc Sewcr PiW,Tri Ie Wall AdnSRCCd Dpira 3 ms AD Sanil'iA HPTri e1VNL Pi ASrMF2764 10"t.60, 05/16111 Steel Reb1f d Po f 1m,Nj, C n b C.-b.Pm&- Dmanan ASTM F 2562 24"to 72" Pi ec,4Re 3-31-12 01718/13 C\ucd in Plnoe Pam, ]nsiNPorm TeSe,k lac ASTM F 1216 05/01/99 Ctmd is Plam Fire National Euwnlcch C-ft Naim l linea ISM 14em 927 ART.F]216fD-5813 05129196 Ctlrcd in Plaoa Pi R Hold,lnrlbdincr TW-1 nli-USA [nlmcrTmJvwl ASTMF)2)6 pi-SfReha Id&Form Foldalld Fomt Pi (1dlnm Pi 5 tors Inc. ]]!07!95Foldsld Folm Pi bmhuform T.k l 'ae.Jnr. Irsildrnn"N.PI ' ASITIFASN Flda.d"'! Amlican Pic&PWli-Inp. Dcnu.Pu se()nl 121041W IFdd ead F.-P' Vl.Ahwr Ulfmli;-PVC AII. ff liner ASTM F-1504 1571.1867 06/09/03 Foldnld F.lm Pi A[il[er Pi lincC E.1"Mclh.d ASTM F-ISMO F-1947 V fls-diataela Pi a Enla men th d 33-31-23 P1M 5- PIM Co !anon Pnl Flu Ce i.-w N.J. A vM Tm- I Mcc-ll S-r M.LM Cmo.of ai Pol ar Ir IrolUt.."fe- A nrvcd Pmvh.lal TRS 3 i.. T-hi.,R laamenl S tan Pal 1h Imn Cal .Cnnada j1,4V<1->(:S 33-05- 0111 5(nel Band Cmin S ares Advanacd P,4oL.ndS knee,1- Culwn Sled S ars,Mdel Sf S[M-.7-Stan "r.SpacerAdvanced Pm4wK ands stunts,1- SatW-5kd5 oca,M.&I SSW 04122!87 sin S Coca&War-iks Manvfacmling Ci S c09/14/10 Sminlras 3t 1CasiaS I-,r Pi line Sml old 1-talr sumlcsa Stal C.Ug sw-09114/10 ostcd Strrl Cin 5 xold lrsdalor C- d Stcd Casin 5 ren 05110!71 sfnH",3trrl Casing Sr Pova 181P.woachal2> 03/19118 Casin 3 v RwM 95-12 C&,g5 rAS,oinlw Smel 031191]8 Casing Spa- HWM FR-i2 Cvi,w Spaal(Cmlcd Ca16an 51a4)fr Non --Pipe old G,110 Ce4ing Ccalin -60 01/0 3 0225102 E Linn s nem S.-i Inc Seww(Jard21ORS Lnt au0.1.33 12114/01 rlay Linin- Iam Enech Tr.l,n;eat Gaf r erh2OJ0am1NOS- 041141M lag-k,113-ile1mn ' end' bdsma, Prnter(.4M1 AS7M1111] thmi(e11.n Ont 0181 a frCmm,iOaPmrerliun epeate0nn nrrrJl suw.sl.sz Acid](esinance'rasr sew li- WWO06 "r Cmm,i"P-li.n wa„cnrnekanmeaaal s-3alaaaMaal S,:wer c�-alintrs Non Olm] allon Aff ValVeg 10f-amt ly cWer Orce alms _ , .1 1 1 ar 5twu Yam o r=,,. 1 P4!tL IP4J14'1a�.4+r pr,M1 I - WATER P" -31-70 01106! AW WA C91)R AWWA 0605. 07!18113 33-11-12 PVCPtcsswr V' llahl'VCPI ASTM D1794 4"-12" 3/198018 331112 VC PRasn l! Iifc Jct5l- DRIi A1YWA 0900 vt9R018 ?'1112 PVr Pm"s.m1 n: t'f.1•-41 Fn... Dul8 AIVWA COMM Ib"-24" . ..1, IV. „1.•, -1 116-I,aOH 14 AWWA I.:. I. . 1 1-.: 1:.. ..oral Ply.l.aa.'4.'fa.a F1 n..i'.1151 k 2111141 ATVWA:'. „ r1 1 S&FkdripsiConibimation Air RClcaSe 33-31- 0 1" E1.11 22TNTtiuo AvJtcka" V9w Cul Irb-iw,la. Erpbe Air and Vaeullm Vahx.M401 93J AS1MA 126 Cl-A ASTMA 1"12" Cri,pUAir and Vacuum Valves.Mndd N..AS, El-ll C nhinatimt Air Release V.1- Maki lex Mon.(acturin.Co. AIO&A20 W.1.&2" EI.11 Cmalbinatien At,Rc}rase Vahw Valaamd N-C - APCO 0143(7 p145Caad 0147C -Pil)eqfvalves Finin c' Fi in S 3 -11-11 110,8113) 0783192 E1-07 DtiL!ran Ehtbl swpipel'r.dmtsiw. Mechaoirnl Joint fin AW WA CI53&C110 EI-07 Datil,fmn Filrin DaiBmR-rnal-Ca 'hrWIVAC I to 131.07 8801-rm Fig MrWanc In Pi U ia1 T]alilics Dtvi,iat MecJmn'vel Joint EktitlP,s,SSB CL,ss MO AIVNAC 153C 110C 111 0811in131-07 D.6k11`11LEr- Si - Ca Maaankal Joins Fiigr,SSB Clens 351 AW WAC 153,C 110,C 112 02126/14 EI-07 MJ N'6 Aa0casl Class 350 C-151 M3 Filiap AWWA C153 4"-12^ 05114198 EI.07 Dml,-k 119„Jobd R-in Fad M-Roo Co0ha-Fl,W U.Lptr.s"i.1400 AWIVA(II UC153 41.36" 05114M EI-24 PVC Join1(t4sor4inm Fad M-P..C0.M6.1;h.g V&i7b,g,Series 1500 CM Lork AWWA(7)1 U17153 4'ta 24'•<4> 11109!04 EI-07 M1ltmJti,d K-inm One Buk lnc. One"L Reslmilred Joint Filli AWWAC1111C1lWAS.) 4"to 12' 0229!}2 33-]].11 alik llo�x Pi•Rlpiunkal 7oinl RrssmiM EBAA Iron.lnc. h&�mia Soties 1100 P Dl PiprJ A1VWACllVC116fCl53 4"042- 02129fi2 31-11.11 PVC Pi Mucfv 1",loiaF ResMamt EIBAAIrm 1- M Iu I'i Series 2000(for 1'VC ) AWWA CI I IICI 169.153 4"11' 0810SRPl .IAT Mahankal lainr Rcrei,tpr filalds PVC si Co. Si 101 1,k STC4-SLC10 AWWACI 11KI53 4"m10" 05/05814 EIA] Meehaoieal3uiM RHniner(3ku PVC si Ca Sti ,e o.n .k SL(:. AWWACIIIX153 12"w24" Nate:AII water Or SBWer pipelarger than 15"shall be approved for use by the Water Depamnene on project specific haais.Special bedding may by required foreeme pipes. Prepared W160 19 Page 2 CITY OF FORT WORTH WATER DEPARTMENTS UPDATED:08.152016 STANDARD PRODUCTS LIST Approval S ec No. Classsiflcation Manufacturer Madel No. National Spec Si2:e 08!10191' Lk07 MS Figi.gS(Dlpj sigw(-n. Si 0-1.1,SLDE AWWA(:157 4"-24^ Bulldog System(Dixnxatd Lk2l&JM Fxg1c 19112/10 BI-24 ufor Reshaincd lotut xem 3&Bierhsxial i'rcduas 1uc 900) A5TM1 W4 03/16/06 1.1417 Malwni¢rel leinl Filti s SIP Int krirs rran tUh; Mech"„i�11mm FMin A}VWA CI53 4"[n 24" 11107116 33-11-11 M«:Lnnk-al Juin Roomer 66., tirar Pi�Pmd-,I. PVC8[ Serim40DC ASTM A535 AWWA C111 1M7116 33-11-11 Mechanical loin[Rgairtef(tlands Stlr Pi �Pmduga 1017 UIP Svrgli Series 3000 ASTM A534 AWWA CI II 0.31191/8 33-11.11 Mecluuticallukl RcruinerGlmaL SIP F7,Cip loin)Reshxiat lF�I3 Black For DIP ASTM 8534 AWWA ci I 1 i'AN' 03119118 33-II-II Mechanical loin!11,1.1,-Cl.de SIPlnduslrita{Srm EZGriy Juid 1(ex[rai.(E )Rel for C900 DRI4 PVCPIw &TTM A536 AW}VA C111 4"-12" 0,31191{8 35-11-I I Me,hmdcal Jninl Remitu,GFands SIP luduehicn[semm4aurel EL Griy]triol Rratraim p1D)Red for C900 ASTTd 8.[36 AW WA C]I I l6"-24- DRI8 PVC Pi AQLIS.NUTS AND GASKETS 33-11-05 Ill! Pi es1V'lves&Fi€fin esilicnf S' d Ga1c Valv*33-12-20 0511 !IS Rcsil'�cmw Ga Valve wlao Gcam A-dcon Flow(:an0o1 Series 2500 D,.Mi hA4 1:247 ,6" 12111102 Resilient Wnie Gnl,Vuhx A-- Cmarol 2510 end Seeiea 2536 WAIVWA 30"mxl 3fi" 0,5131!99 Roeil-w Gal,Valtm Ampicue n.v Canlrcl SCriC52520&2521 DN-M255 20"and 24" 051lRry9 kedliem Wnl Galc Vuhx American How Cnnbel Scri¢'.s 2516(SO 94-202471 J6" 10124!00 E1-26 R,silirsn wad �Gnk Vale; mm�rica��Flow Conwl Sc�i,v 2500 tklilclmttl 4"w12^0891110[ RniOevt Wal Gak Vahx n,ry Cmdml 42"and 4VM-C•2500 42"_d4g" 0.5!23191 FI-24 auiliaatwcd Gak Vahc American AVK Can n nn>crieaa AVK Rcui]dcnt s,odcd GV AWWACSWft2C".ad 2" 01124M2 EI-26 "01 tlVer7 int,VeJw A-.-AVKCum I nalkrEI-26 ,,flierScaledGM,VlvcKcd „Et-26 Resili-ServedGa(eValve M&H "EI-2fi Rcai0cm 6cwcd Gxle Valve MT11919199 Relicnt Wd•,(3-Vah< Mueller Ce. 8236] 04647 AW WA 05150[1131113 &licnlW cGak Vnx Muff Co. Srlca A23(Q 6,18"-24" l;L AWWACSiS mlla05/13915 Reakri Wed•(1-Vl.c M-Ll ('u. AWWA0515 36"01131/06 eniAca Wd Gole Va]vc Mueller Co, Muella42^$48"C-515 AW WA(:515 48"IIIP_W%9 El-2G Rsilienr Wd CI Va1Vc Claw-yN AWwA 051191 "IOPo4NJ4 Reldi,s[W eliale YFlvc Clow V,Ie(: I6'RSGYSD D-20995 ASVWA(nI5 I;at EI.26 R silicas W Cale VIue Clow vd,C. Clow MY VIye ISO0.21652) AWWAC,5is 24"sadvmulkr 11129" R Mitm W Cale Vale Clow Valve C, Clow 30'&36"C-515 AW WA 0515 39"and 36"INwa 11130/12 Ree311-Wal-Gate Valve Clew Vuhe C,,. Ckm Vnke MPtk1263M AWWA(515 24"re 4S" ale 3 CVD891 EI.26 R-,-H-Scaled Gte Valve Slnrkhun Valves&renin AWWAC50Y,nNSr4M.rxm.ASTM 4"-12" a E1-24 ¢uilieut Seated Gate Vake US P4 -dF Co. Mctmsea1259r uurmxola SPL 474 3"ro lG" 10125!]4 33-12.20 KcilicnrScaled Gal,Vakc EJEAJortlanfmn Warks D FkwM1lastcr Gate Valve&Rosa lblle5J`ilalves titin 41R Bated 13 Valve -1 - 07110 14 E1130 Rnbbcr Std But.A Vabw Hen P.11 C, ftw,� AW%VA WWA C.5D4 2A" e EI-70 Ruhhn 5ca[cd tlmtern Valve Mueller Co_ AN VA CZf14 24"atW smaller 1111!99 E1-70 Ruhher Seutul B-ft Vule, DczinUr Valves C,. AWlYA G504 24"ural la 01912103 c1-30 Valmatic an,encen Dmtutl Va1vc Valmad,Valga and Mamlfarlunn C, Vabtn[icValve. AW WA CSO4 U rc gf"dinemkr 04d MI F-30 Rnhber 5eakd Bud,Vai,e M&H 1'ahe M& AWWA C-504 24"[049 0.3119118 33122) PkIk's-11 B.-f Valrc• G.A.le, ns Colder Andctxm AWWlve AWWA C-504 30.14"n Stai m waver Sa I' SmtknWats!Phu R20 ion C)r BalTel Pire H drants 33-12-40 0)!15!14 10!UM L-1-12 try Barrel Fi.H tam American-Dull VW Dnwin Nca_90-119(8894.18560 AWWnC.-502 0931188 V-I-12 U 6an,l Firc dram ABl wre Dedin Vnlvc Shb Dmwin No.94-18791 AW}VAC-02 09130/97 171.12 D B3 wl Fi,H n[ Ckw Co Sha D-w Nn M19895 AWWA(3.502 01112183 17_1-J2 Barrel Fir,H Amrrican AVK Crto,t Madc12700 AWWA C-5U2 F-J•]2 D Demi Pi. 98124/88 F-1.12 Ba"r1 Pi " m Clow Co Jt. D20435,13104.16,E29S06 AWWA CS02 ryt 177 Katncd\slue Sh Unwin N FIN743FW AWWA C-502 09h4 7 El-]2 Dalml Fitc n1 M&H Va1v C A Slw D-Jr2 No.IM76 AWWA C-502 SJ p Drawings No.6461 t 10/14/57E1.12 D Bnrrcl FimH m M.11r,I: AA23 Cwnnrian AWIVA C-502 Shop D,-rg Pn-12 01195188 G1-12 Bnrrcl Fim 11 ren M.1W Cvn,n AA23 S[ TC,mnnon 200 AW WA C-502 10109!87 GI-12 Barrel fire 11 drvrt 13.5.Pip,&Found SJw Daawin No.w250 -102 09!16187E.1-12 -102 09!16187 LI-12 tlnlrcl Firc 11 Ivwrollf Cc Slto Dmwin Na.SK740403 AWWA[.3112 08112116 33-12.90 D Harvel F,H ,,,t EJ Foal lerdan frau WehS WatcrMea.r5C11750 a r urtcnanc - 2-10117 D111S118 33.12"' Dwhlo Sbe Saddle xomac 29219119 fon C,a[cd AWWA 0890 I'A'SVC ro24"p' 08128102 DaublcBW swddl, Smith Blair A31 7 Nylun Cmud Dovbl,8Lp 5addlo 07/23112 33-IL70 Daubk8lm Scrvkc Saddle Mncllcr Cam an• 0A 2S Dmthk S S[ry D75addk A}y1YA(:807 I"-2"5V('u W24"Pi 10/27187 tel -Ball M.,Valves McDwuld 6100M6100MT&61OMT 3f4'xnd l^ Inn x t}y65.P-Ekllm..Vdiw Idd)-ld ♦60313,4CIHF 6t-hf,(.!911215�65J01s{ In"yrd 2" #IIE#F.IIIL rmlary 1+`17-171Jhy'1L. rsttlls 11a.[-1a cr ep(.,Gal rtl[ti14sk.. l..l eiemrlttk4 LL1k7.MFwT.91[ ireA aha r dtl�.LiY F6fIK4r.YL iyj&i Yr.AII_ s'Jsll11■ 13.17•A a'n4•tip.31�ld.f raw.. nlnlynl.ftCn,lr. 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Hnfw Ctt,IM 1511{xa Mugeml to f IF!inApt8.N7m[[S.sxF7pi-1 4WIVA CLK h115s 417, xa.111-111 t.oU-sui krp vrw M"O L3 rLdd 1114R lkj�MN.H.1 aan dhlOR6m 1.-'r XLMAF;FLK mio bl, YSsmlla La.I[•III 47.17 U-mLilk- 4- Hndls r.;Ijw PrPMOe,3!�XR -IJ, 12rt{tl.lusslly4 ■IWYItr Irl 1• b0212[1 CcwtcdTa 'n Suddkwith Doble SS SOa ICM lm-ri,11tc, 64M DatLl,nand SS 5addlcI"2"Ta v m 12"33-12-25 Ta in Slmvuc led Slac Xhl fndnenics.Inc. 412 Tn r V-E59 AW WA C-723 V wM,,,pm12Slcrve swinl,as SIM P9w�ca1 34 0AS M as•c&3490MI .36 mtd 16• 2 33-]2-25 n n Skcvc Cw Slccl Ramac Pf5240 AW WAC-223 U laden 311dj"Vut 4/12 33-1925 a ii Skwro 5minlcas SmcV Romac SST Stainless skcl AWWAC-223 U m24"w112^CnI[ 0729➢? 33-12.25 TerviV S1iawp(8aink,,Skcl Romae SST1FStain1nss Srcnl AWWA C-223 U [o 39"wlJ2"IYu( 05!!0111 lcinl Ra it(,"len Pnwnaval 3232 I3a41 Saint Rc ir[.'la C.30" kali,;Metre Bak-A,,Lad r) Plealies lee_ D1`1W37C.I2-IEPArrrW laslic Mgtt Doz wlC,m circ Lid DfW Plastics lnc DFW39C-12-IBPArr1W 98139196 I•laalic Mq YBex wfCom site Lid DFA'Plastica I- DnV6sc.Ia-IEPAFFrw 0-"A" C'alicrck Mckrbox Huss&H 091837-tl12 I]T8 LI0.9 Crrarvh Mckr Box Bea,&Ha. CMB-IS-D4a11416 f.ID-9 (Mor al,Mc kr,Box Bass&Ha,m CMB65-Dfi5 1527LID9 Pal eth f.D(:41SemC -11-10 011 13 05117105 E1-13 Po tlticnc Eneasm,at 1`1-1 paeku rldlon En[c n AIVWA CM %mil LLD 0.VJ2fG5 EI-13 Pn th Iertc F.Iwasmcnt Mountain Stat.Plastica SP)and AF,P led. sia .m Hadware AIYwA 0705 5 mA LLD OVUM 17.1.13 Pn [h erwF a AEP lodus[rice Rlllh anC.,wnnnr Boll&Gasket AIV}VA 0105 tl l I,LD Note:AN waterw rawer pipe larger than 15"shall be appr-d far use by the Water Daparraetdoll project specff basis.Spedal bedding may be regOlred fvf sane pipes. Prepared 611512016 page 3 CITY OF FORT WORTH WATER DEPARTMENTS UPDATED:013-1W018 STANDARD PRODUCTS LIST ApIwaval S ec No. Classsification Manufacturer Madel No. National Spec Size 02/65793 P101.5 DW rCMdhrder .A..0 M.&I 1000 DGr rCbak VIiIw A%VWA C5% 4' 10' 03105J04 M f Drive Vertical Turhin, Rl Ma wfl,Dda Vmitd AWWA C701 Cluasl 3!4"-0" NOTFS F On'nal Slant&rd PN&Ys list <I> Carrirr Pi,IA. Q> Ab-48•A an rest by case basis t3> 30.inch arxl lar r rrs13.Paas �.r> PradudA wird la36—TIever.0905 PVC Pi W iss o n I a ovedu m]4• 1K Mn arta 16IK p it n[b 64,,d Paado<u Usr w rmnmra,I c u,la W w red U,,Port ss..1-1 p."S a�iGn6 5 LIT..ly eortshuc pr1q.B. SpPif,ehn.farspecific p.d—..a n:itiMndrd as parr ofIh,Cmalmie Conlnd lkrcrma,"lb,aquiemanrs arch,Tch5wt Sp,ci0ca0oa willova.ida rhe ion Wmda Water Dcparrmwis Sised.M Specifceiars end die rat[W-1,%ValcrtIpetm 's Sla.dasd Products Liar and app—.1 ofdxsl-ifprud.,L,will be bIsd,ath,Riwnmrs of the Technical Spccifuaiian svIWw or nut nc.apsifin prodncausxta rhe Fart 7Vorth Water Dopa—I,Ws Standard 54c6fxatiwu or ,n the Tort Worth Waw, n mnlrtlrasmlaaarroda-Uut. hh h.lrrw Ptrf luyr+µw, Irl llwr1,411wwwrr ww.lr N,rr;ldq®�.�nlrr7.el4baa ppnrf� k..r.,al.0-.-t r,n a 1 Note:All wamr m sewer pipelargerrhan 15'shall be approved For use Ly the Water Deperimenl an pro$acl specific haste.Special beddhrg may be mqulmd for soma pipes. 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