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Home My WebLink AboutContract 51687 City secretary on8truction cl FORTWORTH Project. i .C:1 PROJECT MANUAL FOR THE CONSTRUCTION OF HMAC 2013-1 City Project No. 101615. Betsy Fricv David Cooke Mayor City Manager DougW W. Wimig, A.E. I rccbvr, Tin a portafi on-and Public Works Department Prepared for The City of Fort Worth TRANSPORTATION A_ND PIMLICWORJO 2019 Of I. or ►* � r * as * aa■ r+ . : `:�ILhFk.. 6663 14 ■„ /12 G t]FFICIAIL RECORD FT, WORTH, 7 FORT W City of Fort Worth Standard Construction Specification Documents Adopted September 2011 000000-2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 01 71 23.16.01 Attachment A Survey Staking Standards 01 74 23 Cleaning 01 7719 Closeout Requirements 01 7823 Operation and Maintenance Data 01 78 39 Project Record Documents Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents Division 02-Existing Conditions 0241 13 Selective Site Demolition 0241 15 Paving Removal Division 26-Electrical 26 05 50 Communications Multi-Duct Conduit Division 32-Exterior Improvements 3201 17 Permanent Asphalt Paving Repair 32 1123 Flexible Base Courses 32 12 16 Asphalt Paving 32 12 73 Asphalt Paving Crack Sealants 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 16 13 Concrete Curb and Gutters and Valley Gutters 32 1723 Pavement Markings 3232 13 Cast-in-Place Concrete Retaining Walls 3291 19 Topsoil Placement and Finishing of Parkways 32 92 13 Hydro-Mulching, Seeding,and Sodding Division 33-Utilities 3305 14 Adjusting Manholes, Inlets, Valve Boxes,and Other Structures to Grade 3305 17 Concrete Collars Division 34-Transportation 3471 13 Traffic Control Appendix GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GN-1.00 General Notes SP-1.00 Special Provisions SS-999900 Paving Construction Allowance A-01 HMAC Hot In-Place Recycling&Rejuvenating Oil B-01 HMAC 2019-1 Street List C-01 HMAC 2019-1 Street Map SD- 1.00 Standard Construction Specifications SD-2.00 Standard Construction Details TS- 1.00 Traffic Signal Details(TxDOT) PM- 1.00 Hemphill Street Bike Lane Project and Pavement Marking Plans Plans can be viewedldownloaded from the City's Buzzsaw site at. haps://jproi ectpoint_buzzsaw,corn/1brtwarthov/lnfrastriicture%20Proiects/101615%20- %20HMAC%202019-1/Project%20I)rawi i s?pub]is CITY OF FORT WORTII HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityProject No. 101615 Revised February 2,2016 City of Fort Worth, Texas Mayor and Council Communication COUNCIL ACTION: Approved on 11113/2.018 DATE: Tuesday, Novernbe!t 13, 2018 REFERENCE NO.: -28983 LOO NAME. 20HI AC 2619-1 CONTRACT SUBJECT: Authorize Execution of a Contract with Cutler Repaving Inc., in the Amount of$3,4413.9'18,21 for Hot Mix Asphaltic Concrete, F-MA (2019-1) Hot-in-Mace recycling Street Rehabilitation of Hemphill Street - Vicker}+ Blvd- to Rosedale Street and VV, Oleander Street to VV Soyce Ave- (COUNCIL DISTRICT 9) RECOMMENDATION; It is recommended that the City Cerancil autherlxe the executlen of a contract with Cutler Repaving Inc,, in the amount of $3,448,918-21 for Hal MIx Asphaltic Concrete, HMAC (2019-1) Hot-art-Place Recycling Street Rehabilitation of Hemphill Street - Vickery Blvd. to Rosedale Street and W- Oleander Street to VV_ Boyce - Boyce Ave. (City Project No,101615). In the Fiscal Year 2619 Pay-Go Contract Street Maintenance Program. various types of street maintenance are grouped into specific contract packages. This contract will provide Hot-in-Place Asphalt Recycling (HIR) overlay for Hemphill Street - Vickery Blvd to Rosedale St, and VV Oleander St. to UV Boyce Ave. This contraot wimll also provide a new pavement marking and installing American with Disabilities Act -- compliant curb ramps, tree# twine Limits _` Black t<ImiLs—F ' '—CD 1"J APS �- Pmaedure Hemphill St, Vickery Blvd to Rosedale 100 - 1099 132 9 77E HIR IHemphill t, V-6 1200 fit- to UV Boyce 1200 - 4549 '. 16.55 9 77J � HI Construction for this projecl Js expected to start in January 2019 and be completed by approximately October 2019. Upork ccmpletian of the project there will be no anticipated impact on the general fund operating budget. This project was advert 1sad far laid on Septembar 6, 2018 and September 18. 2016 In the Fort Worth Star- Telepram, On October 4, 2018, the fallowing laid was received: Bidders Amount ' LF46r Repaving Inc- ' $3,448,9113 21 Staff compared tete bid prices to other recently awarded contracts and find them to be fair and reasonable. Cutler Repaving Inc., is In =mpliance with the City's BDE Ordinance by commItfing to % MBE participation~ and documenting good falth effort, Butler Repaving Inc.. Identified several subcontracting and supplier opportunities. However, the firms contacted In the areas identifled did not respond or did net submit the lowest olds, The City's I BE goal on this project is 25%. .nnnnnie- 201-1MA(" 70T9-1 CONTRACT Pave I of 2 fff I ADDENDUM NO. 1 HMAC 2019-1 CITY PROJECT NO.: 101615 Addendum No. 1 Issued: September 21,2018 Prospective Bidders are hereby notified of the following revisions: INVITATION TO BIDDERS 001113: The bid opening date has been extended to October 04,2018 at 2:00 PM CST. Section 00 11 13 Invitation to Bidders shall be replaced with the attached revised Invitation to Bidders documents. PROPOSAL FORM UNIT PRICE: SECTION 00 42 43 PROPOSAL FORM UNIT PRICE shall be replaced with the attached revised proposal from documents. f SECTION 00 4100 BED FORM: Working days has been changed from 550 days to 360 days. Section 00 4100 Bid Form shall be replaced with the attached revised Bid Form. SECTION 00 52 43 AGREEMENT: Working days has been changed from 550 days to 360 days. Section 00 52 43 Agreement shall be replaced with the attached revised Agreement documents. SECTION 02 4115 Paving Removal: SECTION 02 41 15 Paving Removal shall be replaced with the attached revised Paving Removal documents. 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL: Attached specifications 26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS shall be inserted as specifications for Item No.45 and 46 under Division 26-Electrical. Please acknowledge receipt of this addendum by signing and inserting into your proposal at the time of bidding. Failure to return a signed copy of this addendum may be grounds for rendering the bid as nonresponsive. Receipt Acknowledges: BY 4r A_'4A�� By: BIDDER JUAN PABLO DE LA CRUZ,PROJECT MANAGER 041111- 1 lNVUTATION TO RIDDE L5 Rap I oTX L SECTION 00 1113 2 1Nv TATI0N TO 13 I D DER 3 4 ItEt<.'F 1 P7' OF RWS ti Sealed bids for HMAC 10f9-1, C1ty Pr jesitNa. 101615 w1lI be received b� Lhe City af-Fort 6 VWorth Purchasing Office: .7 8 City trf Fed Worth 9 PLIN has ing Division 10 200 Tex�is Street l l Tori Worlh, Texas 76102 12 until {1:3 GR M. CST, Thursday. October 04, 20)ti}. end bitty W 111 be upeIle d publicIy and rears 13 aloud at 2:00 Phil CST In the CtxunciI C;hata k-rx. 14 1� G EN 9JR AL 1]ESC[1EMON OFWORK 16 C'onslruction of Hemphi I I Street(Vickery SIvd to FRo2i6 alt: St_) ur]d(W Oleander S1. to W Boyc 17 Ave). 18 19 The r ajar WoA( w i II il-onsist al'the(approxiinate) Following; 20 Option I Hot In-Pals0 Rocyrl list O time 2 HAS SUR FACK OVERLA Y l}n4 Slid 1.1411h Biel f7e.sCtlp4isl7t A�+elistte qmrtly 17 srrlplaaef viva-43rc Qulintl!� I"A� . alt Pawmerrt,TXpc V TN "15 2"ale 1t PavcrracaT,Type D SY 15100 PF H or f n-Niec Recvckg SY 153OW Crack Sra&i fat'Ex'rxting PAycmr cur QA 800 1"Stin-fa PC Tilling SY 153000 2"SLEthee Mffi€ 4Y 1530 ) ltcmbve And R u pb(lc Rt! E-A 110 F emni c and Its kiss Rom E� T I0 2 t Stas! ?;iWtr�drrl M+arklfl LF 131732 Street Pavcmtva MfarkhR5 LI. 13d?32 22 23 The City of YDA Worth rt'Servt the right to select the hid divined to be In the best interiaM 24 of the city, 25 26 PRE,QUALIFIC'ATION 27 The improvewonls i ncluded in this project must be performed by a row ractor who is prt±- 28 qualified by the Cite at the time of bid opening. The proueduros for 4uaiilion(Ion aTid pre- 29 gtlttlI flu1iori are autllned in the Section Ott 21 13 —INST RIJCT[ONq TO BIDDER . 30 31 DOC tIMENT VXAMIf+1A-nON AND PRO C URE MEN TS. j2. The Bidding and Contract Daar:tiMeillS ltrtry be exan7itsed or of t nad on-line by visiting the City 13. of Fort Worth's Pumliasing Divi!ihm website at and 3+1 clickingoii the 13Erzr5aw link to the;advertrsed project folders on the City's Bu=,aw site. `file 35 Contract DOC Llments may be downloaded, viewed, and printed by interested ea.nttactors.anchor 36 suppliers. The rontraetoxr is required to fill out And notarize El it Cerfilkate 0f 1n0res ted 37 Parties Farm 1295 mvd the furan inust be submitted to the Prvjeel Manil ger before the 38 enotract will he prem ic11ted to [lie City Couricil. Tlie farm can be obi alnt!d lit 39 1titIig,/ v%Yw.etkks.State.tx.uslleel1295-1nfu.hlitI . 40 41 CLIP ies faF t 11t!.B Iciding and Contract Do"ntents ratty }fie ptrrchastd froln: Ci'PYL]f Ft3ttTVJ[}R'Ti3 KWAC Za14rLI t;'�'hlVta is 4,Y3'!]ttlt 1ZQN fiPfi{'�FiC."�hTl[7 t10 '[14tFNTti City-Projnco No 1{11615 Raviged Dwok1w-�2,71]1 G Add.Na I W41 On Gln FORM P.uyC i Ur 3 SECTION 00 41 00 BID FORM To- The Purelrasmg Manager C1o'The Pur(Za>}Ing Rivision 1 NO Throckrnorton 51iee1 CI.t -Fort ti1Ycdhi Texas 76102 FOR,. IdMAO 2019-1 (Vickery Blvd to Rcmedsle St.)and(WCfleander SL to W Boyae Ave)- Ciky Projecl No:: 101815 LWIVSsohons: Pavement frnproxements Paventersf Markl rig and Stripping Strut SJUnang 1. Enter Into Agreement Tha undersigned Brdder pmpose:s sod a9ress, If Mir. EW is- �Lcceplsd, 10 enter into an Agreerm3nt with City in the farm Included In lha Bidding Dorwntenls fa perform and UnIsh all Work as specified or lndlrzl ecl In the Cnnlr$Gl Vacurnanls far H>'e Bid IrrJca and within the Gon tract Tlrrte Indlaaleti fn IW5;SW and fn accordanop width the oihar terms and candllrans of line Cvntract Documents 2. SWER Acktiowlodgements and Certification 2 1, In suhmltting V1 Is Bid, Bidder accepts all of tha torm-9 and conditiunsr of the INVITAIllbV TO BIDDIwR9 and INSTRUCTIONS TO BIDDERS, Including 0hool I.irrrltalion those dueling wllh the clfsposltlon of lid Bond. 2,2- Blddar Js aware of all tzsts to provide the required Matimrice, will da so pending contract award, and Wdl piovIde a valid insurancscertiflcato meeting all requiramentu within 14 drays of nQi-1Fh:MkQri of awaxi 2.3- Bidder retllges lhat this Bid ie, psntilnr� orad nol rnada in the Infere3l: Pf or on behalf of any WildIsclr,,sed IndivIdual or anlily and Is not submitted In uunformlty with any noNtrWV4L agreement rip rules of any group, as5aciaflon.UF9Rntrati0n,or cprporalkon- 2.4 Blddlar has not rilrbdily or in.dimr;tly inducad or SalJciteti any alder Bidder to.silbmft.a False car A# trn Bid 2,5. Bfddsr has not solicited or Inrfutie0 any indivI.dLLal or olilily to refrain From bidding. 2-6- Ridder has not engager!in corrupl, collusive, or cuarufve precooks to competing tar the Contracl, Fo+ [fie purposes of 1liia Paragraph; a. "Corrupt praolW means Me n fering, plying, recelArW.orabliciting of any thing of value likely to Innuem,ci the action of a public official in the biddlag process b. "fraudulent pi'aclicci"means an intantional misrepresentation rif frscta Made (aI to IngLiecive the bidding procass to limas darrinienl of City(b) to estebllsh Biel prices at arU15501al non.rcrnpelitivia levele, or(�)to deprlve Crty of Via bonafifs of trap and open compellban c. "0164sive practica"means a scheme or wFangiement balwoen Iwo or friore Bidders,wdh ar wllhoul the knowledge of Cily,a purpose of which is to establish Bid prices atartiiidial. non-competitive levels d. "coercive prac]. e,"moons harming or Ilire atening to hamti, dirantly or indirectly,persons or thelr properly 14P iniluence IIto Irpaft-1patiwi In Iiia bidding pracess Qr affect the execulion of the ChMra0 ci M..Ur rORT WORTH STMOARD 120NBTRUCI11 0!'PEGIFir-,TION VOCuMENTS Form i±DONd 99$6=1 F.?rf PM04 Flo iata7 s A0 Frac Beat uo mo T-CrRM pace 5 or M Total Fuse Bid cuss Mis If-appllmbie, ottleirwi9e delaw- $0,0D Aliernate Bid {u 9 lids ff appticahla,otherwise delete} $D,00 aedr1n0aAItem ate<u-9a this if.apphr-able, atherw61s $0,00 AddiNa Alternate -fuse this.if agpl Ica tyle, 001exwl8e $0.00 Total Bld �12Q,004,OQ 0PTfaN 2�RMAC SURFACE OVERLAYM 64. Evaluation of Alternate Diij Item&<use Ihls if applicable,(Aherwlse delele;r Total Ria Sid<r1sa this Ff applicable,atherwir,i�delete: 50.00 Ahernale Bid cmse this it appltcebfs, otharwi5a delete,- $Q.04 MduCUY0 Akltamalg<-04e thfs If apOlcable, otlsarWi . $O.w Additive Aillamate r-Lisa this rr appituable, 0therwirm $O.OD Tete! Bid $120,00D,00 7. Bid Submittal This Bid 15. *0hrhl{tVd on Munih tray,-rear by thfe wifi}y named ba3ow_ Respecifulky submitk$d, Receipt Is acknowledged of the follcrwrr ACLrk!r,da Irrikk�Lf By. Addendum Ma. 1. (&gaature) 77if-Jundum Nn, 2- Addendum No_ 3. PrIlICod Wing Ki Addendum No..4' (Printed Name) Title: TII.Ify Mere Company- 0o+iviiny Home H.Mr= Corporale Seal_ Address- Address Hera Addliaw Fram or Space City,5iate Lip Code flare Stele :61 Inoarporigtifln; Slgle Fere Erna* Yash Emeil.Arlclre';A Hum Phone: Your Phone Number Here >t?4d OF SECTION C1Tr OF FORT yWR1�1 ,srANaPFb 00NSTRUCn4N'hPrzdF1`CATJ N 1130CisiMNT5 MAC,3619.1 Farm Ralylkod 10160021 L.qp Majed No.1111615 Add KD.r iIIFA'-a]h lir6 191PP06Ar SECTION 0 42 43 PROPOSAL FORM OPTION 1 (FIOT IN-PLACE RECYCLING) UNIT PRICE BID Bidder's Application ProaecL Ilcln laformotloo Eladdc{.s 11ropoor B1df79t .3prdfintlno URI rnf frill [kCw No E]��rnPhoil Seetlau Nij, M mmaj: 0=1.11j lJnil Firl•'C }i�1 Vah10 26 34-11-0042 pa"bfe NL 5s &� rti 34,11 13 4'V1C $ '7 1 999-0496 PmIng(.mmt rwuti n AlWmiim 00 w 00 L3 7 $144.444.04 y500;#}Otl.00 2$ 3217-0401 Fuml&�Vlaglall 4"Sdid While,90FO Thenr+q&,Mic 32 17 23 LE f10150 {EH]re1iij 3217.4002 FurrmsfAfLst-A 4"Solid Ytllaw,Spray Themrkw!slm r. 32.17 2� LF 43416 ff10 rrol- 30 3217.CKJ04 Fwniu Alnaiall 4-007 WFdR Spay Thermopdagbc 'J2 17 23 LF V1 �90mi1� 31 3217-0202 FurnisMnslAil V Solid White,Spray TFlermnpla6tic 1773 LK 13558 (44 mi1,� 32 3217 1001 Remnve lhemmpromic;ARROW 3?'17 73 ER A8 33 3.747 1 Q04 Fieri mr O wm0plaNdr-ONLY N 17 23 114 4 34 3211.210.2 Furnial,tlrrm43114"R5HLCtiwa MarkUF, 32 1723 EA 264 TVW I -C 35 3217 2103 r-i3mighlInsloll 4"RaP,eJbwe Mark&, 32.17 23 EA I i24 T a II-AlA 36. 3441 4443 FlarNoWlrslall Alum Sin GrijLxld N J91 31} EA lzkg mourlEcIty Sid 37 3441,4044 Fwni9Wjne4oIl Alum S1gr,Ex,Yulu Mourm �m 41'n 5 3a 3441:4OD5 l?Wna++c Sigh Pa11al arid I 34 41 3Q F-A 211 39 U1 i.4110! 1Raelylrn,ann loMIRx Ngrl FIRne'l �4 41 30 Elk 13 9999, 8 Fumlehtlnele4l 24"Pwbnmed Ttlerm0plaTslia(tkFi d0 m1Q While air YaL1ow.Solid Lmw 321'f�3 �-F 3237 41 ;3§9ff.9lrgg Furplsf�li-stall ThalmoplrmWn Preformed(I i5 mal.) 92 17 23 EA 155 {Sink& Flead CmeATro419 orONLY25} 41 9595-99'98 Fumishflrlslull Thermopfastir;Fh-afarmesf(173 Mil. �2 17 23 LA 38 (Double Head Combe Arrar.R) 8898.9999 Furnlshlitivall Tiiermoprmara Fmfarrned(125 rrly.j a2 17 2a EA ?9 d Rail RnRd JX$FIFA, Ircdugim�IFur 24"atop hars) 51999.S$)9 FLurhsWAns(all Trlt=rmsTWlic PraFormed 190 mit) 44 (BWe 5hEued,Includes Lilco symhal.zind 2 S!larrcw Mwklrlgs) w 17 73 f A T 1 L3 LrrstftH6d 45 2605,3046 2-CONI3T PVC SCI I 84{TJ 26 46 53 LF 5017 46 2Sb13,30R5 T 0,DNOT PUC SCh[90('f) M p5 33 LJ= 2114 47 da 9.1U11 Ped Signs l Heap AsE rmhly 340 i 10 EA 5 48 3"1A1*1 2'Pod Push BTN8Wlan VWSign 94a 110 EA 20 +49 34-0I.IkS 21C12AMh'lupi-CondudurC.ibin 344110 EF 100 $0 3A41.1322 31Cl2 AVM Mk11ti-f?orldy[AOr Omlo 34-41-10 Lf 3044 UFV UT mit'],W ffwLN kTAMxur,{VJNSTRUC11CIN&1`F;TFWATMNR0VrMHF?FS I161A€#UI9-1 Fmm R"T"24l'0 1 W my PfQjp%l NO 19161$ Add Na I 1N141 AM J'4gp 1 aF1 SECTION 00 42 43 PROPOSAL FORM OPTION 2 (HMAC SURFACE OVERLAY) UNIT PEACE BID Bidder's Application Tlel cri rum iRL'onnotkm iirddrr'ti Naopu,;hl W411iK L] ori LawL SpCoficatlan URII Lff Rid UrriR1'rice 13ss1 Varize neeri No ErrIicn fu M unur {]111khffly 1 3345-41QaM1&:dnaneougAdjustrnw13J11IIlfts) 330611 LS MACIX 2 3212D3022'Aspce R&vemerrL Type 13 12 12 38 3Y 150000 3 0241.1506 2-9urfum Killn9 0241 15 13Y 153[]00 .1 3212.9840 Aspl;alt PgwaLTr it I_a,rml-lip 32 12 TO TN 161) 5 1213°W Asphalt CAarJc S4�ela(%L 32 1?73 GA 81)6 6 M9,0DW Asp11z11 PaverhoW tiasr Repair 321}7 17 C;Y *10 7 9,419&,000 Remove Corm Ffvm1 02 415' tiY 12000 3366.4'111 Wnlur Va1we Rax p dluyrrrmrlr5 38 06 14 EA 55 iw951bE�1 rtit&) E ME 01Cri Ulanbole AxilusimaNd wl Srr`eI R!!Kn 29 05 11 EA 45 10 321}2'.01 00 akC*Sad f4acarretd El2 E12 13 SY 900 11 9999.0o.a TJvr=erj Clones PfajQ(6'x 2') tl9 1)0 DD EA 4 12 0241.131]1}Rarnew Cancree Cut&Cjratter 10241 16 LF 1DW 13 327@.0102 'r"Cworete Cwb a lij:1 C uder 32 16 13 LF 31)00 eA 1XW 0001 Rernwe Goncrnto D11waway 02 41 13 SF 3125 15 32S3.a4411i"Cgr--rvteDr1vvway 3213.20 8F 1125 16 (12+41.1100 R61 nave SiLk"xalk 4241 13 SF 91]QD 17 3213.0311 dV"Coprre4e SldevmRx 42 r 4 21) Sf 750L) 18 0241 1404 Remowc 17cRJcxeieVBSIay Gu1lof U 41 15 Sy to l 15 3216.0027"Concnoo Vallay Gulrer 32 15 f 3 5Y TO 1) 4741.0300 R9rnova ADA FUrnp 02 41 Q EA 110 '21 3210501 r3arrrer Rwftamp,Type R-1 3213211 EA 50 2 3213_W�2 BAffLur Free Ramp,Type 1-1 32 13 20 EA 50 23 3.249 11508 Brinier F+22 Ramp.Type PI-1 32 13 20 P-A in 24 321a-CL904 EtaFrisr Free Rsrnp�TYOn M•2 37, 13 7.4 FA 2 75 3471.1)[02 Pcw tablo Mer mj)m Soanl 3411 13 Wt{ 8 g0M9.0ea6Pl3yNGnrmuuulariAlkhrance QUM111) LS r $1Q{1.0 00LH SiL1U,9mmo CI7l'ay,.N41ar WORM srANiu9GL'ON5111rriwr u.=- rrPcA7ujP1ur} imEN15 IlhiJVftL9,1 rum R•Ti1Rdsf5r3REW f'1IY 1*161F 4dA mu r a1u 4?41u 1314 i' gm,rh 5i Nips 3 an SECTION 00 42 43 P1 OPOSAL FORM OPTION 2 (HMAC SURFACE OVERLAY) UNIT PENCE BID Bidder's Application I`rirryeJ•h 1.ej5j JnFumawm L31ddcrs Pmpasal Pic1hu .Rpmi8clurmn ThLiL cel: piJ Lrnii Puce Bid Vuluo Item No. �leNripllren $eariou Na. Mcmum Qubntity 52 3441.1414 8 AWG ELEC:CON DR XH::HWV r MWALENT 3441 14 Lr 5M (We gfeL41 iI`MII&;5d'Aire 3441 159E 34 4T 10 P-A 45 54 3441.18133 rtffnIshJlnsEall 11Y• 14'P*d Rvls hiwt Iy 34 Al 10 EA B 56 3441.1604 Install 5'P€destdan Neh Outtori Pole- 3+%_41 14 EA 15 G 3449 1701 TY 1'Sagnad FwL nded;Dn X14 41 11) �A 15 157 D999,glV.1}F34SH16rT(TRF SIG POLE)(24 lye 3]0 04 w EA 15 5B M57[3MM.RINOVr-PED POLti ASSEMBLY M87 W0 CA 5 5P 069.9 6547 PED DETECT PUSH 6UT XA(APS) 4588(JoD1 EA 4. [TXOOT} sJ7 659 5m.PEQ Dz-rEGToR ccwmfl1�F2 1.241 i 989 BiM Eft J1 gXd07) $1 (1735,tk101 Bait R03d Cantdlnndim 61 35 13 LE I fit 135 0102 RON=d Flagman 01 m 1# t-S i Bid tinrnm n ry um*r 191x1 7111111 FILM k.8W Alwmitir Did Total AlicMair k IL [kiJu li,m Alitronfc Sid Tnlal DrdurliveAItrMLIC INJ A iblilvc Mgrnmgc 11 Id Total Add ttirr knnnir Did Total 8ti1 $128,0013.04 r"NDf FHFCTSON C.r UY OF FUJCT W IST TN %t.sNlr+sunCom FHS..ZWNSIT-FrFFVATFSFNn4RVMFPM iv6fAr?@ie-I Fn lNnowZDIwIA? 4'14ftjat;o1131413 Alli Ho I ilos`24-�-1 Pnov�tuf 5 40 Articie S. CONTRACT DOC[J14'i.EN TS 41 5.1 CONTENTS: 42 & The Contract DonurrunB Which ccpmprise t1w etttii-e agitieement botween City and 43 Con IraLC[or conceiT ing tho Work r.ons ist of the fol 44 1. 711is Agreement. 45 2. Attachments to I h i Agreement: Bid Faim 47 1) Prnpnsal l clam 49 2) Voindiw C omp[iance to S1 ate Law inion-Re.sident Bidder .19 3 F'rccluelif stioas Statement 50 4) `hate gild Federal documents (prgjerF-specr e) 31 to, Cur' spit Pfevailing Wage Rafe T'erble 52 i . Insurance AC ORD Form(s) 53 Pkvment Bond 5Jl e. Krformance Gond S3 f, Maintenance Band 56 g. Power of Attorney for the Bonds 5.7 h. Werker's Cum Affidavit 59 i. MBE and/or SBE Ufl11xalion.Form 59 3. General Condilioti.q. 60 4, Supptemeritaly C_orldilions, 61 5. Spat:Ifrcat1or,s n ciilc-ally made a part of #ho CQritract Dmumen% hY attachment 62 -ur, V not atMvhorL -as incorporated by veterenee and (lescrib�d fn Ille Table of 63 Convents of[lie Pr'oject's Contract Docunient-sr. 64 6. Drawings. '45 7. Adkiida.. 66 8, Docrrinentation submimd by C untrntot-prior to Notice of Award. '(P7 9. 'L7ie followiiig whkh m4y by delivcrt!d or issued afier the Effective lute of the 68 Agreement t1 rid, if iswed, henome an.1ncarporated part or the Can Iniet Dot;LmMt5: 69 a. Notice to Proixed. 70 b. field Ordors. 71 c. Change-Orders. 72 d- L atter of Final Acceptance. 73 74 Article 6. INDEMNIFICATION '75 6.1 Cantraetcrr crrvc"nLs nud agreiCs to indemnify, !cold harmW" and defond, at its own 76 eepcjrSe, the city, its ofllcers, Senrinets Had r~n1P11)Y0eR, I rlDIR ;snd :sgxiugt any and H11 17 chfimr urisIng out of, err alleged to arise+tut of, the work xud services trr be performed 78 by tllc enntcactor, its officers, agents, empi ryeos., MubconE actoes, Licenses or inviiees 79 under tlriaa cootrnct. This iademnificatinn is spceitically intended to roperrrtc 0 and he effective even if it-b alle iA or provers that All or sonrc of the damages Win 81 hougilt were enased, in whole or hN im ri, by auv vict, omission u negug-e rce or tilt city. 82 This i,,d,.ni#y LrresylKis)tj is Intended to inrladr, wilhout limitation, hILk-MOlity l'or i 3 crrsts, expenses find legal Nes incurred by the city in defending aigailnsl much claim-, and S4 causes of u4tirras. 85 crry,Or;Fm rwawm HMACFfl1'�.S nrANDARD CONSTRUI T-nO k SPECIFICATION DOCUMENTS C ity'P0j ntNo IittG15 HEov�Qed 1�.I S_17 Add NLP.i 0 7143. a 'AgrCCiliew I}ngc d of 5 124 The terms "huyesrtt Iaraef" and "compan?" shall have the meoriin,gs as�;rihod to those Manns 115 in Ski dori 8118.001 of the Texas Govemment Cade, By sr<gishig fhlr contraft, C'oitrrrortnr 1.26 certrffes deet C'ontrrn-fors signesture Provides iigl lelr i?ePul-crrdall tri me 04, 111al W C'orrltwelar. (l) does uor lk�yeatt Israel: wid( ) 1011 tool bs)yeolf fsrael during the lerin of 128 file Contract 125 110 7.8 1mirk igratioil Naflanal ityAct, 131 [contractor slmll verity the i6rility and eTnploy:ra nt .eligibility of its errlpluyees who 132 poifucm work unls:r rf7is Agree<r, tat ivelod.ing comple#ing the 1lrnpioyment Eligtblltly t 33 Verification form (I-9)_ Upon regkit st by City. Contractor shvl'I provide City with copies of 134 all 1-9 forms and .4upporting cligibility documentation for each employee who perforins 135 work i,inder thk r1CT"mcrll. Contractor shall adhere to Al Fuderal and State Iuu's as well as 136 establish appropriate prmcdumi WId Controls so that iio servoccs will bt� parfortuecl by nay 137 CrrTilraCt,)r eirtpjoyzc who is not legnlly uligihle to perforrrl tweli services, 138 CONTRACTOR SHALL LNDENMFY CITY AND HOLD CITY HAMILESS 139 FTtO14'1 A N V PKNAL'I'IES, LIABIL[T ES, OR L0,"C8 K[F; TO V10LATIONY OF 140 THIS PARAGRAPI3 BY CONTRACTOR, t'ONTRACTOR'S EMT-LOYEES, 1141 SUBCONTRACTORS, AGENTS, O.R LICENSEES. City, upon written notkte to 142 Contractor, shall have the right to immediately terminate this Ags'eernent for violMions of 143 this provision by Contractor, 144 ids 1,9 No Third-Party 13env Iicla"rie.-.. 146 This A redment givee no rights'or Nmoftts to-anyone other Ihan the City andtlXc- ontmotor 147 rend there are tin third-party bet'teficiaries. 148 1x19 7.10 No Cause ofAefi rk AgatnstEngine er, 150 Coalract<or, its subcontractors and esJuipineat and Irlaterials suppliers on the.FROJECT or their ts1 sumkn, shall inaintain no direct attic» tint the Ligineer, des officers. omployees, Linc! 152 sul3"Wractors, for Tiny claire arising but of. in Nonni ation with, er resalling f1'orn tho- 153 s~iij iiieeft, i er vir- s perfnrmt!d. (idly the C 4 wilt be.the boneJiciary of any undertaking by IU the Engineer. Thke PTL*Wnce or duties of thf! EdgineeWs persuwwl it a +;[rrt miction site, 155 whether Ps rsTt-site oepri±w MaliV&i or otherwise, d iiut mal:c Ihi Eng!nee r or its ptgrscrriiicf 156 in any wily respvn5ible For t1iosr duties that belong to the City grtsllor Clic City's cansh'uctlen 157 contractor's or other entllle5, and do not relieve the constrttrtinit comractors srr any trtJrer 158 entity of thc;ir ohhtgationst duties, and responsibilities, including. but not lirnited to, all 159 construction mr :th ods, moans, tecimiquras, suquences, and procedures 11CCUSsUy for Ifin csx}rd inatiiig anti L-onipleting all pbrtions of Ilse Wnstructi<ul woii4 In-accordance with the 161 rw:'trntrtm Documents and any heallh or -�afety precautions required by such coilstrue-tion 162 work, Tlje Engincer and its FeFsonnel have 110 arrtliui'tty err exercise any i~<mtml rover any 163 ixt7:urtrOurl.c:onlTar-tor cr utheT entity or llrcir empinyces its csrmiection with their work rx 164 airy f1calth or safety pa'e=iitions. 164 166 810NA'1-i_1ItE PAGE TO FOL.1,0W 167 t iTY OF F-010,1WO<Q A TIMnC 419-1 Sr rAN DA RD CONST14DC-TION SPECIFICATION D0CUMiEN'I3 G11y Fei4=t ND.1016 t'5 Himised 11 15.[7 Add Mp.I r17f1 ]S• I RAVING RFMOVAI, kFagc I uf# I SECTION 02 41E 115 2 PAVING R}?1 OVAI. 3 PAIN I - GENERAL 4 1.1 SUMMARY $ A. Section InCILides; 6 L Removing concrete pawing, asiphatlI priving and Brick paving 7 2, Removing cuncrete curb and plter 8 3. Removing conc:rele valley guaer 4. Wiling roadway paving 10 S. Pulverization of existing pavement 11 6. I3ispowl of removed materials 12 B; Dcviii Iicarii frDin 111 i-9 t_'ity ofFar-t Worth Stan ciar4l Specifeation 13 1. 1i(.-)R '14111S PRU.[C''T PAVTNG REki0VAL >F?(-!rftO N 0241 15 FIAL-1UNcji 14 AS!']lALT N11LL.ED MATERIAL TO C1 TY fi'1'OCf?ILE L OCATI:D AT-17{ltd 15 RKEN N AN AVE, FORT WORTH TFXAS N11ALI.. L313 SUBS IDI A1tY TO PA Y I6 ITEMS: WL1=7 E lv1i.I,L1NG, 8U RFA N111_1_I'Nfi,AND BEET MILLI NO F(W 17 ALL. MMUNG HA1.1LINO M11_11.51) MATT-1RML TO SALVAGE.STOCKPILE: I� ORDISPOSAL, TOOL S, I,r1130R, RQtIII'M ENT AND INCTDENTAI 14 NECESSARY `i-Cl EXEC'LJTF-11-IE WORK_ 2Q 2. REMOVAL fJ1'.EXI'5'I IN0 AS.I'HALT PAVEMENTOVER EXISTING 21 CONCRETE VA V EMP NI- (BASE) SHALL BE CbNS1 DER E1.)SI.TRS iD[AR�Y 22 WORK TO ITFM NO, 8 "REMOVE CONCRETII I-A. E M.F,N,l;"N6 23' SEPARATE ?A Y. 24 C. RelateclOkc jrjti adon Sections include, but cram not nntLm ril Iimlted tb: 25 1. DIA s1on 0- E3iddingRp-quiremerit,&Conhlu. t 1(omm and Condltiuns Of th0.CQrlrr-Aet 26 2. Divisiaai 1 - General Rzquimments 27 3. Spetlon 32 1133 - Centcill Trestod Tl st�Courses' aS 11.2 PRICK AND PAYMENT PROCEDURES 24 A. MeasuiTmeut and Pay me nt 30 ]. Measureineatt 31 1- Remove Concrete P8virag; rrrcmure by the square yard fturn back-to-bade of 32 curbs, i3. 2. R Muve AsplIalt.Nving,. anensure by the FNQara yard bCL6V0en lire lips'uf 34 g�,Gltars. 35 3. RCT11rIVC 13 rick. Pavhig, niemurt by Ilie :gtwre yud. 36 4. RLL niove Concreta±Ct rb and GLlaur., Tneamiiv by #ht Iirkear.#'oo_ 37 5. RtM10V* CMCMte V013ey GaatleE. me1s.Ltll'0 by IhC iqutrre Yard 39 b. Wedge Milling. meetstiry by the square yard far v dying thickness. 39 7_ Surface M111ing. rneusure by the squiare ymd for varying thickness. 40 8. Curti Milling. njeasureti by Llle Tini�ar foot. 41 (). Prxvetnenl 1'ca1 veri ticatt: weasire by the squmt yard. 42. 10. Remove Speed Cushion. rwasure by caa-h- 4TTTY{7F FORT Wo ffrl-1 FIMALCZ)I Y-I STANDARD rT)rg ' r kjijf ION 5i- CZFItA'i dN City jar.e*l Nri. WIti t5 Rrvisrd Februmy 2,21116 Add No I 42.1115.3 PAV LNG R13MOYAl. Yaffe 3 oi'b 1 1.5 SUBMITTALS [NOT USED 2 1.6 AICTiow UBMITTAL (INFORMATIONAL SUBKaTALS [NOT USED] 3 1.1 CLMqJIa0()T9U'BM1TTAI�S [NOT US>FI)l d 1.8 KAINTE NANCE MATERIAL SUB M1TTA LS JNar USED] 5 L9 QUALITY ASSURANCE [NOT USED1 6 1.111 1)V,LIVERY, STORAGE, AND HAND1,1NG' SNOT USED 7 1..11 FIELD COMM. I'TIONS INN 11SCI 1) .8 1.12 WAItRANTY [NOT VSEDJ 9 PAFLT2 - PRODUCTS 10 2.1 OCYNER FL!'RNISHKO PRODUCTS [NOT USED] 11 2.2 EQUIPMENT SNOT USED1 .12 2.3 ACCESSORTES [NOT USED 13 2.4 SOURCE QUALITY CONTROL [NOT USED] 14 PART 3 - EXECUTION 1:5 3,1 EXAMINATION IiYOT USED] IG 3.2 INSTALLERS KNOT usimj 17 3.3 PREPARA.TJON _1.8. A. Gen-ral. 19 1. Mark pavjng removal limits for City approval prior to beginning remo.wil. .20 2, Identify known utilities Wow grade-Stake and flag locations, 21 3.4 PAY)4:149ENT REMOVAL 22 A. {1eueval. 23 I, Exercise umIiui%to rninint ize damage to undvtground itics- 24 _ . iTlim izr-arnQlAilt of pairtli ienioved. 25. 3. R.cumve graving to neatly sawed jairils. 26 4. Use care to pmveni fract<uiing adjacent, existing pow-mcm. 2-7 13. Salving 8 1. Su W ing E401pment. 29 1. rower-driven. alk 1 Manul-acwrat for the ptrrpvsa ofsawing pavement. 31. 3. 1 t good operating condition. 32. 4. -S11R11 1101 sp1311 or frdrture the:pavurutnit structure adjacerit to the 1 oval at)1�13. 33 2, Sawcut purpQndk4lIiLr W tbte surEact! to ful[ pavement depth. pa1-4il10 and 3.1 p€rpendieulrrr to existtr joiM. 3t 3. Sawcut paral lel t(a.the original sa.wcut in squire or mcimngulac [##1 iioj1, CTIT OF FORT WORTA I-rMAC�'�H)-I SI ANT}AHD cnTEvMjJCTM.Rh 'frt[:1F1{A'nON f _ L7�4dFa`Mq 4,-i y r'i)lcel No l J WG Revised Fel3umy 2,2(116 Atilil Na.I Q41 I$-5 PAVING CtE? DVAL T'sge 5 of.[r 1 5. Equipped witli a manual system pro vidirig for ul'lifoirmly vm ing f.he depth t I f 2 Cut whi le ilie tnaul3 m,_ is in motion making ii poss!ble W cut fl ash to X111 ill]CIS. maiikoles; or other obstnictions within the prtkrv-d Jltt:a. 4 1, VatiLqhle Speed in order to Iva vu [lie sp3!p1fied grid pattem. 5 7: Equipped to 1ninin3d7c-air pollution. 6 3. Wedgr Milling an8 Sur#`'{-gee MiIIing 7 1, Wedge Mill existing asphalt, wiicrete or brie pavement from Ilse lip 0rg-Llttef at a depth of'2 inches and tl'ansitioning to-match the existing payeimm(0-inch 9 aut) at a inirrimtlm w id.th-of 5 feet. 10 2. Surface Mill existIng asphalt pavement to thr depth specitiecl, 11 3. Provides a m lli:d surface that provides a tmifain sorl'aoc free from gouges, 12 ridges. coil lints, acid ather iJ1 parfectimis of Worknurnship With a LlJ1ifOlTn 13 texttlrt5d appearance_ Irl 4. In till 5itq'aliams where the existing €i.hrl.A_C. sui face.conta�cb the Uurb lace, Iho 15 wedge mil Brig tm:ludes the mmoval oftlie exi�lirig asphalt covering the Butter I b Up to and alnaig the 1`hce Of curb- 17 Perform wedge or surfure mi ll ing opecvi.Qn in a continuous manner along h9th 19 41 des of the sh-vei ur as dlrocNd. 19 4. Butt Jalnt MiIlIng 20 1. MIJI butt joints intra the existine,surface, j asspi:iatitnn tvi1 h the ►vedge miIIIng 21 aperatioll. 22 2. Butt jaint w i I I provide. a full 9dth hunsi[ion souliot3 and a Constant depth at the 23 point whtre the ric w overlay is tennIn lted. 24 3. Typic:lsi locations for butt jafiits are di a]I iaegiJwing aiid ending points-of stfeetg 'M where wing material is removed. Pri«s-to lite miIIing of the butt}ointg, 26 COR9Lllt Willi the City fol' proper loc:akiOn artd lirt3its ofthese johits. 27 4, Bi4tt Milled joints ark regl,iired on 1,m)di sid6s ofafi raitraad trucks and concrelu valley gutters, bridge deuks slid r;ulvrrks and all other items which tvamr verse '29 the.stro.et.and end the con IInuity of the asphalt surf ue. 30 S. h take each butt joint 20 feet long aild utiitlecl out acrou the full Wjd1h v the 31 street seciisan lo a taperod depth of 2 inch. 32 6_ Taper the milled aria w!Ih i ti Ilie 20-feet to a depth rrom tJ-iuch to 2-inch 01a 33 lino adjautnnt to the beginu4 and end irig pin or iritern2ediate transverse 34 iterriS. 33 7. Pn iv W, a temp-LuAry wedge'of asphAli at al bun ioInts to provide a smoulb ridw 36 over the hump. 17 G. Remove Brick Paving A I. Re hove mrt.�onry paving units to the 11milts spee--3Fted in the plans or its dimeted by .5I the City, 40 .2.. Salvage existing bricks l•'or re-use.clean, palletize. and deliyer-to-this City Stock pile 41 yard at 3300 Yuma.Struat ur a2~ directed. 42' PuW-EFmNifiPi� 43 4PoTTe47RHAI 44 1. 1Tern + hey-e l rr ,a nw i -inu 5 ee ieia 32' 11 33. 45 2. Tern pet4ii�„ 494 40140 IIS.. 4 i.1..1lf4eeftjMfrv:d . .tiol'i G , rkffk Glut the 46 -ie� 47 3. err r-i„R.E ],. _ t at . depis. PfA :neh6+44+m-r base` 49 2. Ceinunt AppticMinn CJTV OF rUR'['WORTH r3MTAC:ll4-3 5'rANDARD CONSTRUCTION 9Pr:CrF3cN110N t C?CtJME" ci[y i'rpim K* I111G15 R-ammi khrwary 4 M 114 Add Mi,, 7h0��3- 1 RACEWAYS ANT]nvXes F.Ort t?aga i of 12 1 SECTION 26 05 33 2 RACEWAY'S ANDY BOXES FOR ELECTRICAL SYSTE31 g 4 1,1 SUMMARY .5 A. Section Includes: t, I. Furnish and Install cnmplutc race%vay systems as shaven on the Dm%vins And-as 7 speeiried hercirl. 8 B, Deviations rrarn this City b!'Foie Worth Standard Sp66ificaltinrl 9 1, None- 10 C. Relater! 5peciftea iiin Sections Include, but are not rnecessa ly limited to; 11 1. Division T) - Widding Requirements., Contract Forms zind C onditiuns of the Contraut 12 2. Division i — General RequirenvF ilts 13 3- SCCtiarl 26 03 43—Underground Ducts and Raceways for Ele4-,tr€cal Systems 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A- Moasirement and 11gyrnent 16 I, Condulis and Related l-aM warep, wliesi u hid item for Electrical Fadilit!es exigt� 17 a.. Measurement Is I } This Itorrl is considered subsidiary Io Eleetri eaiI Facilities, 19 b� Pavment 20 1) 1'he work perlomied and the materials lu1 niOed fn actorrdancc wJth this 21 ITem are subsidiary to Elcctvif;ld Facilities.grid shat l be subsidiary Io the 22 iLin ip sum price bid Im Elarnrica[ Faellities;find no other compensation will 23 be allowed. -2d 2. ,C:ondults and belated Hardvgw, whin ini) bid item fdr Elccirkal Fncilitles exists 25 a. Measurement 26 1) Meaisuremeat for corrduit shall b-e 1wr fluear foot of thc! size, int;alladaat 27 method. arid type ofcondult installed. 23 2) 1,irnits ofmasurement for conduit are from gent+~ to center between 29 gtouji I boxes or poles, a combination of the Mo or to 111r termirkmion point. -10 b. Payrnwit 31 1) PayinenL for conduit sluill he made at tho ,rice bid pea'Hiwar font of tho 32 -size. ir3stallativn method, end type of vonduit installed. 33 c. T e price hid shall include: 34 1) Installation of C urrtluit and Related Hardware inplWing, but not IimilNd to: 35 a) Elbows .16 b) Coupling 37 G) Wealhcrlwads 3li 1 CondLdt Box%s. WhOn a bid item forF_.leetrii;al Fa�-,iIRIO 0ists 39 R. MWMPrement 40 1) This lt=l is owsidered subsidiary to;.Electrical Fac iIit!es. 4 t h. paymcl It CITY LId=RIRT WOPI1]I LMAC 2J19 STANDARD 1',;NSTRIit MON SKOY'WATION DO IM.hWS City Piajecr ruo.1016i3 Rrvincd Add No.t 260533-3 RACE I�Ys AND L10XES FOR 1=LPCT 1CW-';ySMvTs Pargm of 12 1 A. Product Data 2 1. Suhmit to tliC City, hvaC�card,Tnce With DIVisiril7 1. the mamufac.t¢rers` nMeS#t)d p1-aiuei desi&atiaii or Lmtnlog nutlibars,ofal1 materlais-spec ficd. 4 1.7 CLOSEOUT SUBMITTALS TK'(Y1' I)SE01 5 1.8 MAIN rI'ENA NCE MA'T'ERIAL SUBMITTALS IINOT USED1 6 I.Y. QUALITY ASSURANCE 7 A. ( ualfrumdons 8 1. lvianufacti niers 9 a, refer to Speciftcarion Semon 01 60 00 F'bi'listing of approved manufacwrcrs 1[1 for all matari�(S' I I 1,111 DELIVERY,STURAG !::AND K&NDLING 12 A. Stuimge and Handling ItegWreruents 13 I. Hand IInW. In a"ardatice with'menii vlum s I04atlbfiS 14 2, Sturnge is a. In a,ci)r&nce With manufuchirer's in-tructiong 16 b. Not exposed to sunlight f7 c. ComplutelY cov=d 1$ 3. Materials showing sib, q oi'PILOvlous orjohite-exposLim will 1�e.rejeeted. 19 1.11 FIELD [SITE] CONDITIONS INOT USED] 20 1.12 WARRANTY 21 A. No separate Nvarr my wi corldtut_ 22 PAWr 2 - PRODUCTS 23 2,1 OW-NER-IFURNISHEJD Irrx1 OWNER-SUPPLII,D PROD [NOT USED 24 2.2 CONDUIT 25 A. Liquidlight-Steel Flexible Metal Conduit -76 C. I nterloc kud steel-wre 27 2. PVC.jazkit rated for 80 degeues C'e3siu3 29 .3. C:omplles with NEC Article 350 29 4. Fittiiigs 30 S. Lxrruded from 6063 T-1 eIIoy 31 6. Maximum 0.1 pereunt C(rpl"rcI`ccricc nl 37 7. 'Conform to. 33. a- ANSI C:80.5 34 b. UL-6 35. [3. Rigid Steel Caniliuit 3.6 .l, 1-fot'd1p ply4n[zed 37 'Z 'Threzic :.Hot gelvaruzed Mier aLitt inV, C"cit= FORT WORTH S INIAC as 19.r $TOMARU C NSTR1 If--T-[(-%K NPE�CWI AUDN DWU WNTS 4'ily Prajnn NIL 10 16 15 Kewilw�t�xconher!4,2tf 1.2 Add NO.1. 26(ls11_-S RACEWAYS A"goXx K& 5Y5T MN 1}at�w;or u 1 ]. Up to and indUdfpg 2-1/� inches 2 n, Condalt cra let.bodies:a nd covers.-Gaivuni7jed steel 3 b. C:ap&e screw-elainp-cover I e. Nwprene gasket .5 d. Stainless steel scrtWs and t:lalnps 6 1 Lat'gu than 2-V2 incf3es 7 a. Use junction boxes. I, WiaterUght 10 1- vneaded&Ivani-, d sm,61 11 3. tnsulated t#troal 12 41, Stilnless Aeel grokinding scecw 13 C, Crounding Bashinp 14 1. 1nmilawd lay-in lug grounding hushingS is 2. Tin-plali;d copper grounding path 16 3. InIeV-ally motdfd none embLlsiible lrhem)li!- Insulated surfaw% ra;ltad 1-50 degra;es 17 elsiu5 18 4. MLgLic insert L-al) each bushing 19 S. Lug si74: Sufficient tv a�,uorrimodate miaxlmum ground wire Size regiiirr.d by Elie 20 NEC for the app Iication 21 D) Rltcewav Seaiani 22 1, Use for sealing ofrat*vvay huhs,.entering or term 1nOtiTig iii L7oxc'S Or EncIUSAII'f s& 23 where shown or spe-Clf.ed 24 E. Conduit Pcnctration Seals 25 1. Use For conduit wall and floor wjIs .26 F. Cnndtlil a nd related hardy w-e 27 1, All j oly'vinyl a bride cmduili. ItIO[LOIrig elbows and cauplinp shall tic!-schedule 29 HiQ 15VC canduit, coil forrtii rig to Federal Specificalinn W-C-10411 and Uniderwritors' '29 1 ab.orateries, hic. Swndard t,11,651. All conduiI si',oas�slyalI be as indiaatcd on ilac 50 Drawings. .31 1 Rigid metal onduil shall be steel, hut-dippi: d r-alvan ized inside and outside. 32 3. Weather heads sbM[ be made ofalumimim,and miry he the threaded or the clamp On 33 type, 54 O_ Espansion[Delleclimi faiffings 35 1. Use 36 a. Enahe(OO in concrete 37 b. Expos 38 2, Dveqoipftri H, liitexnal groundIng 4U k . 4 inch mnverrcent 41 C. Stainless Steellc;ist imn 42 H, l xparision fittlap c,iTY uF Fowr waRw HMAC 20E�1-t STA NDAR17 t:ONSTRUCTION Smc rl(;AT10K DOCUMENTS ei+y kmjcct Ne,1016 E 5 �i@Yraed[]ccemb r (1, 3}" Add Na i X60531-7 R.A(7E1>AYS ANI}9GXE-9 POR ELEOTRlCAL-SYSTEMS PW7elf 1-2 l 2, Other i•ttceways: 'I eiy11iftate on enc Iv$11ras with.a canduiI hub. 2 3, Grounding hl.lsFIJI ng cps: Remai ri on il'lu btigkuiyg until the wire is ready to be 3 pulled. 4 Q Conduit Fitting Applicafions ti I, Combination k,xpat3sion de11act ion fIII 111g5- ifistall Where condriiis cress struc lure 6 e.pansioii joCnts, an concltrii tratlsitiohsRom rmJter 1'uLnid to above groUjnd,and 7 where imil alled in exposed con tvtrs Each ihat Iho distance hetween expansien- S deilwitin F1tti_ugs does riot exceed 150 feet cif 1 ontiuiI. run. 9 z. Ex{atision fittings: IrtMall In lieu of a cambitft� kin expansion-del�acfitrit fttjng+vn 10 the exposed side sof wndult transitions from undergvoimd to ubf we ground, vvhel�: 1 I the carrh has bccn tlistul'hed to a.dapth of mok.- tttan 10 feet, 12 H. Condi it Penetration St!al;A ppiieations 13 I. Conduit Iva II ,U Is: lJse Where uflder'g1'onncl conduitspenatrate was is Dir.at other I I Iocatinns �hn Wit on the Draw inw; 15 2. Conduit sealing bLLS Wngx. Ilse to sal conduit erids expasal To the Ne ther and at 16 other locations shown on the Drawin&.s J7 1. ConduiITag AppIleations Is I. 'rag rill r,Qrrclrtits within I font gTthc!entry o1 egttipmant. and gall and floor 19 ponetwfions. 2R 2. 'rag air underground conduits and ducts oi-all Imatlans, ark iting and r ri.Wing Frain 2I uncict'gmtind, i ncl ud i ag inanholc�; and handholts, !. K%e~ y Itnstallation 23 1. 'Nc) c(ulduit ;mallet-tW l"!d inch electrical trade size. 24 2. No inore thin the egLt valent of:3 - 90 degree bends in any I run. 25 3. Do not putI w itv kin fiI the 17onrluit gygLem Is eomplele In at details. 25 C liwaII all uv&rground raceways iii-awordatnce with Section26 US=I3. 27 5. Where raceways entor or leave: liyv- rl mvay sygem, wliew the racew oy irisin of 29 termini ion, could be aubjecWd.ta th0 entry Qf t urs turc:, rain or liquid of my type, 29 pftrt icularly where the tclnttnation o#'such raep,.�&rays terrnirtaie in any egnipmant, 30 ijew or existing at i3 tower elevation, such-racoways shal I be tightly seale'd, using 31 wateelght seal.,nt pjxsew dr cute[), ai the Iiigher elevation, both before and air 33 flip installa lore of Babies;such that 111m shall be no antt'y of kwatef ar inoistare by. 33 The Rdcewcty Sygiom at any 1iiw. Ally damage to now Or existhig equiprnenl,due-to 34 flle rrtr>:ance of moisture from utlsealcd rftceways, shal I be 4'.11T1z&ad by coir 010te 35 replacement r r gL101 equiPTitenl, cit 110 UOSt to the City. Cleaning of diving of•sticsh 36 duriaged etluipment will not he aeowtable. 37 6, CoilduiI supports, for other I.han For tintiorground t'€ceway5: Space at intervals of 8 38 feel or Ir}ss as i'erluired to obtain Algid cansli7l 11611. �9 7. Single CordLks: St11}Port W ith t hale,ptp0 chimps Iia Cf1111binatlOil 111th I serew bAck. 40 pJtitus, to raise canduik4 Roni the stufuce_ 4J 13, MuI fiple runs ofuonduits: S>LPPorted on trApezE typehrtTlFrs wills ftor'i.zontal 42 mcinbers and t -aded hauger.l'oda not Iess tKon 318 inch ir't dimneter. 43 9, Surface rnvuntL"d panel boxes.jUncticm hors, and conduit; Stipported by strut to 44 VTovide -I minimum of 112 inch cIedrancu I7ctweeaw.alI Xld c(lLliPrilent. 0 T OF FORT WOIt'llt �IMAC 2.1)19 1 S'TANDA TSD(70 1 ITRUCT[ON SPEC RCK1lDN DW.1H1:ar+TTS C.'a(y Prgccr No.10 It 15 Revis:d 1)ccem60r 20,4012' AdA No I U505-11.4 ICAC WAYS AND H47U'S qT R 1=LfiMUCAL SYRTE NIS idrgr4af I I d. 'Re vertical and horizonmI tolerances shttl l not exoeed 1.8 i.nchm.(457 rrun)ads 2 mi-m-wred from the inteuded target point far bores. 3 e. The use of a pncurnaticaIiy driver AoviE}e for punching ha1f�,s beneath The It p'Wenien[ (QQMMOnly IUIO%Vn as a IrMisIJiIL*") will ]lot bC perintllexl. 5 F Conduit Inst4lied fclr Future trse sha311 have a non-metallic, ny1nrE type.pil stripig d and shall be cipped using standard wWkor tight conduit caps, a3i approvod by 7 the Tmgptmor. 8 g. The Contractor slaall pkice duut aeal P foam at the encu of a I I conduit when 9 cond]actors and/or cables are preznt t]t. 10 h. NQw Conduit t 1) ATI undecgroultd-.c-ortduit shall be sohedule 40 P VC conduit. 12 2) A11 c.it]rduit or ra tevvays abave ground shall be rigid metol. 13 3) 1111 conduit and fiIt!rip shall be ofthe sit and types sh�omn on tht� 14 Drawim&s. I3 4) Lach section of conduit shall bear cvWe=ofaipprovatt by llnderwritees 16 Labnrattaries. 17 5) Conduit lerminattirig sat posts or Ndvital basses shoII rL0t exteald veitically 18 more than I imhe�-above the canc:rete foundal]cm. 19 5) ricId bends:iii conduit shal I have a niinimum rad his of diamoters of the 20 nominal sive of the.conduit. 'A 1 7) Expowd vertical cortdtlit share I b6 galvanized rigid metel,and reamed Lind 22 couplings made tigbi. PVC condull Shull be,joined by the solvent-Wold 21 method in adcordance willi 1ho conduit m-Linufacweees recommenda dolls. 24 8j No 1"-IdWer CC Lip lin6s 511a[I 112 used un.k,-q'tE pt c:iiically hidicated on t]1e 25 Drawings. 26 9) Conduit aril fiuhi_p s1ndI have bumq kind rough plaices smoollied and st ill 27 be clean and free of obsl.nTctigns before tela`c'a'm t is installed_ 28 10) Field cants shaiII be Lm-de with a hEaek.rb}v only, and shoII he squm-C and true 29 eo Ihat i1 ends will bul t or come together for the lisle diameter thereof: 30 a) to m) case shall a cti inn,torch be used to crit or -Join conduit, -31 1 1) Slip j[1itlts or running throads will not beperfnitwd t'or Doupling conduit 32 ink." approved by the huspcuton 33 12) Wisest it standard c:ui,iVIirig uEumol l-e tPg!d,air approved EEni0il coupling 34 shall be used sad shuI I provide a] wattt.r-11�jjI iUupling between ihle Conduit, 35 13) Couplings 5hoII be properly instaEl Ied let liriirg Choir ends of conneded 36 conduit together In produce n g0kid Vi-id cOMUTiUT1 I11i'UUgl1001 the enl i re 37 length o Nhe:cored uit rua, M 1.1) Where the soaring on a rigid metal cnndEttt run has been daixnaged in 39 hand inn ol`installation, 9twh damaged pm-is shall be thoroughly paintd 40 with rust preventive paint. 41 i 5) Ends of co nE L its shall ba~dap d or plugged urill I i 11stal lation Uf the Wire is 42 complete. 43 1.6) [Jpr)n rcyumt by Ilie Insjmter, the Coil Ihulm slk01 draw a 1W I-.qize metal .1.1 wire brush, aEltachtd by swivel joint to a pu11 'aper dux01 1911 1lut T-natal .15 moduft to inSUN that 11te cmduit is 00an amd Ii-tie Front obstruc#Iorls. 0 17) Conduits shatl be placed in an apes Trench at at minimum 20 i,ncht�s{612 47 mat)depth below die curb gnade 1n the sidevvWk areas, or 18 niches (4 0 48 mm) below the Finished street grade ii1 Elie street area. CITY OF I-ORT WCFM, HMAC 2E}I1f,J �TANIJA W CON9'rRUCP N SPEMFIC�h RON DOM [',ty lhujcat 14a,1016j5 Roo I.wj nL'L'mb.ff 211,20 12 Add VixI 2G 1)533-TI I#A WAYS ANP aux}{ 5 r 6RE1_FCTwcAt.,m"FT-'.�v1F t'nrc 11 e►r J 2 i 2) If-conduit Appears to be blocked, the Contractor shat I make cM att(hinpt to 2 clear the da)ndilik by eodding(The C0ntrai�tor will not rec:cive erctra3 ;+ compen-,atioTi for roddirij). 4 3.) Tf fliv i%isting 01ttluit"- woflm used, the-Contrietot`may 1W rbquired to 3 repjrir aTidlor tr-piuce this conduit as diraclud by the l %hiedr. n} T2 pair a �'tlii4 cc]nduiI will be paid for o�"extra work" On a Changu 7 Order, E 4) Vie InspecIorshal I be notified prjoy Io.disQ)rtnectioT1 or re1]]0val of any 9 ex N11 lig cahlc. 10 2Z, ('onditit5 rroin external soUM125 entering or leaving a 111ultiPIC C411113artmcnl I I (.,nelostire: Siub up into the boitam hari ntal Wirt,-way or other mani&actiirer 12 d ignnted area,ditrectly below thu yuilic:a l section in which the condactvr5 aril to 13 be terminated. 14 23. Conduits entering rrom cab]e tray. Stub iiltia flit: upper section, 15 24. h]stall con.1ult seal ing and draln ratings In areas des ignaWd is All NIA 4X or 17 25. Conduit identification platens 19 a. irstnll on all :'rower, insixumentation, alaTm and control comiuits tat each end of 1.9 the nAn;ted at intermediate junction 1-r�uses and marfh()ICS. 30 b. Inmtull conduit Plates before conductON are p IICd 111t condults_ 21 c:, Coordiriate exaict ldeni:ificadun plate Imation will]111e City at the tilme of 22 imtsl latiorl io provide uni[ormity of placenicnt and.ease of read Ing. 23 26, full Ir1ajideels-throu> trail exiAng cunduiF�Iiia] wil I be reused and thrattgh all naw 24 cajidint5 2 inches in ditlntetel`J lld 12rger prior to installing coTidiLrtom 25 27L Install 3116 inch poly prs)pyrlene pull limes Fa all n Pw cQnduits noted"NpFtres or 26 -designated Fur luture equipment. 27 28. ins#a11 condLdt to drain away from the equipynent surved. l'f'r1andQit dminnge'Ex'not 28 possible, Kase conduit seals to plug the cptiduits at the point oratwvhrnenI to the 29 eclnipment :30 29. ltou ;;oliduits to avoid Ivros-9ing pipe shaft. a (-cess 11Wches or vent coact Upenii5&s, 31 pne-sena or FuILive, In floor orceiIirig consimu(ioh 31 30, Do not use ramming thraads. J3 31, Conduits passing frorn hetaod to urllieated spaces, exterior spaces, refrigumled 34. spzwes, yr cold rair plcr ina: Staled with watenight sealant: Duxql or e4nal 35 32, Locate eonduit9 ri minim o ol'3 Iiiclies Iran st,edim or hot Watev piping,. 36 a_ Where crossing arc unavoidable, locate condi iiI ist ]Lias] l iIIdl froin the 37 covering of Silk.pipe crossed, 38 '33. Condiiils tc-rntiraating nt a cable tray 39 zi. Support independt-ndy from rhe ciible tray. 40 h. Provide conduit 'TUPP011 wltl]in 1-i�cat of lw Laid].tray. 41 Q. Wkdg4t of the condo t nol suppoiled by able tray 43 3.6 RE-INSTALLATION INOT'LISED1 44 3.7 FIELD JoRl SITE QUALM CONTROL [NOT USE c rry or rcoKT woiaH �tN1AC�ct� -t 91-ANDA un cbNSTRIJUL iota 81'FC1HCAT1oNMr :UMT-YT5 c.iLy P'ojcrL No.t 016 15 kcviscd Ckvamber 20.2012 Add r4n.t 001113-1 INVITATION TO BIDDERS Page 1 of 2 1 SECTION 00 11 13 2 INVITATION TO BIDDERS 3 4 RECEIPT OF BIDS 5 Sealed bids for the construction of BA4AC 2019-1 will be received by the City of Fort Worth 6 Purchasing Office: 7 8 City of Fort Worth 9 Purchasing Division 10 200 Texas Street 11 Fort Worth,Texas 76102 12 until 11:30 P.M. CST,Thursday, September 27,2018),and bids will be opened publicly and 13 read aloud at 2:00 PM CST in the Council Chambers. 14 15 GENERAL DESCRIPTION OF WORK 16 The major work will consist of the(approximate)following: 17 Option 1-Hot In-Place Recycling Option 2-HMAC Surface Overlay Unit Bid Unit Bid Description Description Measure Quantity Measure Quantity 1"Asphalt Pavement,Type D TN 12750 2"Asphalt Pavement,Type D SY 153000 1"Hot 1n-Place Recycling SY 232500 Crack Sealing of Fasting Pavement GAL 800 1"Surface Milling SY 153000 2"Surface Milling SY 153000 Remove and Replace Ramp EA 101 Remove and Replace Ramp EA 110 Street Pavement Marking LF 134732 Street Pavement Marking LF 134732 19 20 The contract will be awarded to the lowest qualified bidder of the two options. 21 22 PREQUALIFICATION 23 The improvements included in this project must be performed by a contractor who is pre- 24 qualified by the City at the time of bid opening.The procedures for qualification and pre- 25 qualification are outlined in the Section 00 21 13 ---INSTRUCTIONS TO BIDDERS. 26 27 DOCUMENT EXAMINATION AND PROCUREMENTS 28 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 29 of Fort Worth's Purchasing Division website at b_ttp://www.fortworthtexas.gov/purchasing/and 30 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 31 Contract Documents may be downloaded,viewed, and printed by interested contractors and/or 32 suppliers. The contractor is required to fill out and notarize the Certificate of Interested 33 Parties Form 1295 and the form must be submitted to the Project Manager before the 34 contract will be presented to the City Council.The form can be obtained at 35 https://www.ethics.state.tx.us/tec/1295-Info.htm . 36 37 Copies of the Bidding and Contract Documents may be purchased from: 38 39 City of Fort Worth MY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101615 Revised December 22,2016 0021 I3-1 INSTRUCTIONS TO BIDDERS Page 1 of 9 I SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1.Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 - GENERAL CONDITIONS. 7 8 1.2.Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm,partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder:Any person,firm,partnership, company, association,or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose is principal place of business.is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided)makes an award. 22 23 2. Copies of Bidding Documents 24 25 2.1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2.City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequaliication of Bidders(Prime Contractors and Subcontractors) 33 34 3.1.All Bidders and their subcontractors are required to be prequalified for the work types 35 requiring prequalif cation at the time of bidding. Bids received from contractors who are 36 not prequalified(even if inadvertently opened)shall not be considered. Prequalification 37 requirement work types and documentation are as follows: 38 39 3.1.1. Paving Requirements document located at; 40 https_//projeetpoint.buzzsaw.com/fortworthgov/Resources/02%20- 41 %20ConstrLiction%2ODocuments/Contractor%2OPrequalifcation/TPW%2OPavinl3 42 %20Contractor%2OPre ualification%2OPro ram/PRE UALIFICATION%20RE 43 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF? ublic 44 45 3.1.2. Roadway and Pedestrian Lighting—Requirements document located at; 46 ht s:// rojeet oint.btizzsaw.com/fortworth ov/Resources/02%20- 47 %20Construction%20DOCLlMents/Contractor%2OPreq ualification/TPW%2OPavin 48 %20Contractor.%2OPregualification%2OProgram/PREQUALIFICATION%o20REQ 49 UIREMENTS%20FOR%20PAVING%2000NTRACTORS.PDF?12ublic CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101615 Revised August 21,2015 0021 13-3 INSTRUCTIONS TO BIDDERS Page 3 of 9 1 4.1.5. Study all: (i)reports of explorations and tests of subsurface conditions at or 2 contiguous to the Site and all drawings of physical conditions relating to existing 3 surface or subsurface structures at the Site(except Underground Facilities)that 4 have been identified in the Contract Documents as containing reliable"technical 5 data" and(ii)reports and drawings of Hazardous Environmental Conditions, if any, 6 at the Site that have been identified in the Contract Documents as containing 7 reliable "technical data." 8 9 4.1.6. Be advised that the Contract Documents on file with the City shall constitute all of 10 the information which the City will furnish.All additional information and data 11 which the City will supply after promulgation of the formal Contract Documents 12 shall be issued in the form of written addenda and shall become part of the Contract 13 Documents just as though such addenda were actually written into the original 14 Contract Documents.No information given by the City other than that contained in 15 the Contract Documents and officially promulgated addenda thereto,shall be 16 binding upon the City. 17 18 4.1.7. Perform independent research, investigations,tests,borings, and such other means 19 as may be necessary to gain a complete knowledge of the conditions which will be 20 encountered during the construction of the project. On request, City may provide 21 each Bidder access to the site to conduct such examinations, investigations, 22 explorations,tests and studies as each Bidder deems necessary for submission of a 23 Bid. Bidder must fill all holes and clean up and restore the site to its former 24 conditions upon completion of such explorations, investigations,tests and studies. 25 26 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 27 cost of doing the Work,time required for its completion, and obtain all information 28 required to make a proposal. Bidders shall rely exclusively and solely upon their 29 own estimates, investigation, research,tests,explorations,and other data which are 30 necessary for full and complete information upon which the proposal is to be based. 31 1t is understood that the submission of a proposal is prima-facie evidence that the 32 Bidder has made the investigation, examinations and tests herein required. Claims 33 for additional compensation due to variations between conditions actually 34 encountered in construction and as indicated in the Contract Documents will not be 35 allowed. 36 37 4.1.9. Promptly notify City of all conflicts, errors,ambiguities or discrepancies in or 38 between the Contract Documents and such other related documents. The Contractor 39 shall not take advantage of any gross error or omission in the Contract Documents, 40 and the City shall be permitted to make such corrections or interpretations as may 41 be deemed necessary for fulfillment of the intent of the Contract Documents. 42 43 4.2. Reference is made to Section 00 73 00—Supplementary Conditions for identification of- 44 £44 45 4.2.1. those reports of explorations and tests of subsurface conditions at or contiguous to 46 the site which have been utilized by City in preparation of the Contract Documents. 47 The logs of Soil Borings,if any, on the plans are for general information only. 48 Neither the City nor the Engineer guarantee that the data shown is representative of 49 conditions which actually exist. 50 CITY OF FORT WORTI-I HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 1016I5 Revised August 21,2015 0021 13-5 INSTRUCTIONS TO BIDDERS Page 5 of 9 1 5.3. The Bidder shall be prepared to commence construction without all executed right-of- 2 way,easements, and/or permits, and shall submit a schedule to the City of how 3 construction will proceed in the other areas of the project that do not require permits 4 and/or easements. 5 6 6. Interpretations and Addenda 7 8 6.1.All questions about the meaning or intent of the Bidding Documents are to be directed to 9 City in writing on or before 2 p.m.,the Monday prior to the Bid opening. Questions 10 received after this day may not be responded to.Interpretations or clarifications 11 considered necessary by City in response to such questions will be issued by Addenda 12 delivered to all parties recorded by City as having received the Bidding Documents. 13 Only questions answered by formal written Addenda will be binding. Oral and other I4 interpretations or clarifications will be without legal effect. 15 16 Address questions to: 17 18 City of Fort Worth 19 200 Texas Street 20 Fort Worth,TX 76102 21 22 Attn: Juan Pablo De La Cruz, City of Fort Worth 23 Email: Juan.DeLaCruz@fortworthtexas.gov> 24 Phone: 817-392-6747 25 26 6.2.Addenda may also be issued to modify the Bidding Documents as deemed advisable by 27 City. 28 6.3 Addenda or clarifications may be posted via Buzzsaw at 29 htts:// rojeet oint.buzzsaw.com/fortworth ov/lnfrastructure%2OProjects/101615%20% 30 20AC%2020191Bid%20Documents%20Packa e/9272018%20ReBid%20Documents%2 31 0Packa e? ublic 32 33 34 6.4 A prebid conference may be held at the time and place indicated in the Advertisement or 35 INVITATION TO BIDDERS. Representatives of City will be present to discuss the Project. 36 Bidders are encouraged to attend and participate in the conference. City will transmit to all 37 prospective Bidders of record such Addenda as City considers necessary in response to 38 questions arising at the conference. Oral statements may not be relied upon and will not be 39 binding or legally effective. 40 41 7. Bid Security 42 43 7.1.Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 44 (5)percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 45 the requirements of Paragraphs 5.01 of the General Conditions. 46 CITY OF FORT WORTH IIMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised August 21,2015 002113-7 INSTRUCTIONS TO BIDDERS Page 7of9 1 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 2 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 3 the Bid Form. A Bid price shall be indicated for each Bid item, alternative,and unit 4 price item listed therein. In the case of optional alternatives,the words "No Bid," 5 "No Change," or "Not Applicable" may be entered.Bidder shall state the prices, 6 written in ink in both words and numerals, for which the Bidder proposes to do the 7 work contemplated or furnish materials required.All prices shall be written legibly. 8 In case of discrepancy between price in written words and the price in written 9 numerals,the price in written words shall govern. 10 11 12.3. Bids by corporations shall be executed in the corporate name by the president or a 12 vice-president or other corporate officer accompanied by evidence of authority to 13 sign. The corporate seal shall be affixed. The corporate address and state of 14 incorporation shall be shown below the signature. 15 16 12.4. Bids by partnerships shall be executed in the partnership name and signed by a 17 partner,whose title must appear under the signature accompanied by evidence of 18 authority to sign. The official address of the partnership shall be shown below the 19 signature. 20 21 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 22 member and accompanied by evidence of authority to sign. The state of formation of 23 the firm and the official address of the firm shall be shown. 24 25 12.6. Bids by individuals shall show the Bidder's name and official address. 26 27 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 28 indicated on the Bid Form. The official address of the joint venture shall be shown. 29 30 12.8. All names shall be typed or printed in ink below the signature. 31 32 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda,the numbers of 33 which shall be filled in on the Bid Form. 34 35 12.10. Postal and e-mail addresses and telephone number for communications regarding the 36 Bid shall be shown. 37 38 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 39 Texas shall be provided in accordance with Section 00 43 37—Vendor Compliance 40 to State Law Non Resident Bidder. 41 42 13. Submission of Bids 43 Bids shall be submitted on the prescribed Bid Form,provided with the Bidding Documents, 44 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 45 addressed to Purchasing Manager of the City,and shall be enclosed in an opaque sealed 46 envelope,marked with the City Project Number,Project title,the name and address of 47 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 48 through the mail or other delivery system,the sealed envelope shall be enclosed in a separate 49 envelope with the notation "BID ENCLOSED" on the face of it. 50 CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101615 Revised August 21,2015 0021 13-9 INSTRUCTIONS TO BIDDERS Page 9 of 9 I 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 2 other persons and organizations proposed for those portions of the Work as to which 3 the identity of Subcontractors, Suppliers, and other persons and organizations must 4 be submitted as provided in the Contract Documents or upon the request of the City. 5 City also may consider the operating costs,maintenance requirements,performance 6 data and guarantees of major items of materials and equipment proposed for 7 incorporation in the Work when such data is required to be submitted prior to the 8 Notice of Award. 9 10 17.3. City may conduct such investigations as City deems necessary to assist in the 1.1 evaluation of any Bid and to establish the responsibility, qualifications, and financial 12 ability of Bidders,proposed Subcontractors, Suppliers and other persons and 13 organizations to perform and furnish the Work in accordance with the Contract 14 Documents to City's satisfaction within the prescribed time. 15 16 17.4. Contractor shall perform with his own organization,work of a value not less than 17 35%of the value embraced on the Contract,unless otherwise approved by the City. 18 19 17.5. If the Contract is to be awarded, it will be awarded to lowest responsible and 20 responsive Bidder whose evaluation by City indicates that the award will be in the 21 best interests of the City. 22 23 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 24 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 25 the lowest bid submitted by a responsible Texas Bidder by the same amount that a 26 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 27 comparable contract in the state in which the nonresident's principal place of 28 business is located. 29 30 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 31 to be awarded,City will award the Contract within 90 days after the day of the Bid 32 opening unless extended in writing. No other act of City or others will constitute 33 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 34 the City. 35 36 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 37 38 1.8. Signing of Agreement 39 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 40 required number of unsigned counterparts of the Agreement. Within 14 days thereafter 41 Contractor shall sign and deliver the required number of counterparts of the Agreement to 42 City with the required Bonds, Certificates of Insurance, and all other required documentation. 43 City shall thereafter deliver one fully signed counterpart to Contractor. 44 45 46 47 END OF SECTION CITY OF FORT WORTH I-IMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101615 Revised August 21,2015 003215-0 CONSTRUCTION PROGRESS SCHEDULL Page I 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 Iimited 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 HMAC 2019-1 STANDARD SPECIFICATION City Project No. 101615 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 alignment with the WBS structure in Section IA.H 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 HMAC 2019-1 STANDARD SPECIFICATION City Project No.101615 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 1.4.1-1 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 1.4.1 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. If 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 Iogic 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 ID. 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 HMAC 2019-1 STANDARD SPECIFICATION City Project No. 10 16 15 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 I 3310 Submit Final Design to Utilities,ROW,Traffic, Parks, Storm Water, 2 Water& Sewer 3 3330 Conduct Design Public Meeting#3 (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/Complete 11 Construction 12 Bid 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#4 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 within tent workdays 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,.xm1,.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.x1s 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 ofAward. 47 CITY OF FORT WORTH HMAC 2019-1 STANDARD SPECIFICATION City Project No.101615 Revised JULY 20,2018 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 • 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 SUBMITTALSIINFORMATIONAL 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 HMAC 2019-1 STANDARD SPECIFICATION City Project No.101615 Revised JULY 20,2018 0032 15.1-0 CONSTRUCTION PROGRESS SCHEDULE—BASELINE EXAMPLE Page 1 of 5 1 SECTION 00 32 1.5.1 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 HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101615 Revised JULY 20,2018 003215.1-0 CONSTRUCTION PROGRESS SCHEDULE—BASELINE EXAMPLE Page 3 of 5 a---------- 4 -- ---------------------- ---------- ---------a--------------------- ------------------- ---------------------- ------ ----------- ------- 16-4 ------------------------------- ------ ---------4----------4------------------------------- -----------r------- 7 ------------------- ------------------------------ ---------------------------j-----------I-------- ----------- ------- ------- i ----------- --------- ---------------------------------------- -------- ---------- ------ ---------- T----------r---------I--------- i i h Fi CL W71 V -- ----------:--------------------- ------ 4 -1----------- 7 J.... --------------------------- ---- ------- ---------------- —---------j----------------- ---------------------------------....... —---------- :i r f i4 40 r� '2" A a 2 2 U 04 ..3: d R 2 t dI 42 6 t411. 14 z !2 rl r I? r F3 Wi ki u la:j p P-1 It r !i' q3ffi m fu c: d 4 4> Er C E: CL .9 g F- in Yn r_ p Lri 13 M ru $6 -j CITY OF FORT WORTH FIMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised JULY 20,2018 0032 15.1-0 CONSTRUCTION PROGRESS SCHEDULE—BASELINE EXAMPLE Page 5 of 5 1 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 HMAC 2019-1 STANDARD CONSTRICTION SPECIFICATION DOCUMENTS City Project No,101615 Revised JULY 20,2018 0032 15.2-0 CONSTRUCTION PROGRESS SCHEDULE—PROGRESS EXAMPLE Page 2 of 4 co --------------- 9 - i r —M.. _-------------- ---------- - ...-----; i ? r r y J t ------------L_-_____ -------------------A--------_.L________J-----------f_--------1---------- i i r I __ _!lm---- ____ _ __ ________ _ �. 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IGC g�{�??I -3 -moi � h 'i � ry C� L fRSl.51 ;RRdi ;R �.EL ado E w I Y! 1 CITU'OF FORT WORTH HMAC 2014-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101615 Revised JULY 20,2018 003215.2-0 CONSTRUCTION PROGRESS SCHEDULE—PROGRESS EXAMPLE Page 4 of 4 1 END OF SECTION 2 3 4 - S Revision Log DATE NAME SUMMARY OF CHANGE July 20,2018 M.Jarrell Initial Issue 6 CITY OF FORT WORTH HMAC 2019-I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised JULY 20,2018 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL PROCESS Page 1 of 7 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 I1 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 htt s:ll rojeetpoint.buzzsaw.com/client/foi-tworthgov 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 HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised JULY 20,2018 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL PROCESS Page 3 oif 7 Fde Edit lq TW6 w p ftUw Ji fod "! DL.--E 3N Nate - Llnk gUA]L-Flaxseed 0rautage 3mproyemerR +4 pWW SIIn I TIN JFbI&r CJ Md Forms �5fie�ddes Index,,& Fred Griffin 15,384 f•7ivosofi Bid Responses Constructon „I� + CJ Consultants [J Contractor lY fJ Correspondence General Contract Documents and Sped . C)Project DraxNq 'ti4- n Pubk Meetings �• D Real Prapetty _ ales Index.xLs iit{ities J 00705-Urban V91ages Cmtral(-luster six Eh 00705-Urban VSlages Central duster Sou+ {; 00700-lkban+lalages sE Cluster i3erry-Rt. { x0705-Urban Villages SE Chester Near F, ;J 00730-Saritary Server Rehcb Contract L}• .f. 60755-MesquFte Rd 2004 CIP Year 1[Des .' 6n768-Dirks Road-Bryant Irvin to Granhi -• OOM-Lehavi Channel - Tj�T OO7S5-Summer Creek&SVeamore Sds�ol ,. AeedY � �iYF I _ 2 3 Select Browse and go to the location of the files on your desktop. 4 Select Open_ ' _4b'i:leauunlo to ado la the lxoytl[tx+ebslo•.Yur��o dd4Fdi50-SArinL RxpllrY Q9ryLr+W}. 6�Selesl H1{rn�., I i IlocrmreriFs - h[GdlE++rul[k"t f'li lMr+ r1M Lo.5�wl M1IJ- � 3nitl L3oi ihl�wn ImliXr }Dask[uP 7� 7 L-_!}1 � Doafinents .�jr:�.iJet N4rdF1'rN�rPro I'�My ComWherfhlr:,notes Player WRp[all i }}1Y Network Places a�AcV—PMJets Adahe AQobat8 Professional !BoardngPass.pdf R :.!Burn� CDs&OVD5 Cleaavpe Turing " : Eu=a-n 2000 -�Cool Record Edit Pro 7 /CH2N HU t VPN W Crosswind PMP Exam Sim 7.1 # FRe2lla Client I 0 Crystal Reports 2000 4 ItIPSoluti- f—h, Googte Earth pajDell Qrer*Reference Gdde.pdf HPPhtosmartExpress 1DSkDehagmenter NPPhotosmartPremier ;j.Free sound Recorder IgFree ourmlR=der.exe R UJi,asseonr�ct iil-JLdpUupSerurity lip�r(runes r`kJ1oget•7PG N M+rasoft Vnio Version 202 Inside out e0ook joNetMeetng ral Fi'[nrri Fie nvx: Fres NlylreI�7 Fir_:1''.'S - _� r,,,re 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 HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised JULY 20,2018 003215.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMITTAL,PROCESS Page 5 of 7 2 You will be placed into the Send Email Notification window. _ 3 4 Select To and the Select Recipients window will appear with a list of Project Contacts. 5 6 Select the Project Manager as the To Recipient and the Project Controls Group as the Copy 7 Recipient. S .�wNweamsnrs s. irtlFxri ,�LSt yrilk �rNi lr-J1..J T"b i. g... CF.. MZ... ho... er 5t... T. IIs :: 5... C..,. Rn... rruv]a... T... ]... lx... N.x.... Yc... T UV Y. .P— ... T. W... rr.... Sa/... U—H... V... H... fla... Ne... A[o., Voc CF.-. IIS.. rrra... `b—d SFesl LY�II 2.".-.! 2.r.... wau.m... w... c.._ Nom... T-... I ",P .0 rr U— ♦4b4a I... w... 1... CF... 1'J... Ln... —i v. CH... 1/rl..1 -s I S-i r y F+ed rr... F... ..... CF... 1+7... `�J'e... -.. :k[atzi {r N@ay Edi *arvtrac[Li YHrHX.1+�FYr+FYK. � � - a� gea x taac 10 11 12 Select the Paste Comment button to copy the Comment into the body of the email 13 14 Select Finish. 15 CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101615 Revised JULY 20,2018 0032 15.4-0 CONSTRUCTION PROGRESS SCHEDULE—SUBMI`rTAL PROCESS Page 7 of 7 1 Revision Log DATE NAME SUMMARY OF CHANGE July 20,2018 M.Jarrell Initial Issue 2 CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101615 Revised JULY 20,2018 003513 BID FORM Page 1 of 1 SECTION 00 3513 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 CIQ 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. (.ethics-state.tx.uslforms/C IQ.pdf htti)://www.ethics.state.tx.us/forms/CIS.pdf ❑ CIQ Form does not apply F] CIQ Form is on file with City Secretary ❑ CIQ Form is being provided to the City Secretary ❑ CIS Form does not apply D CIS Form is on File with City Secretary ❑ CIS Form is being provided to the City Secretary BIDDER: Cutler Repaving, Inc. By: Charles R. Veskerna 921 East 27th St. Signature: L'. Lawrence, KS 66046 Title: President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171109 Fort Worth 2019 Bid(BS).xls 00 41 00 BID FORM Page 7 of 3 SECTION 00 4100 BID FORM TO: The Purchasing Manager clo: The Purchasing Division 1000 Throckmorton Street City of Fort Worth, Texas 76102 FOR: HMAC 2019-1 (Vickery Blvd to Rosedale St.)and (W Oleander St.to W Boyce Ave). City Project No.: 101615 Units/Sections: Pavement Improvements Pavement Marking and Stripping Street Signing 1. Enter Into Agreement: The undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with City in the form included in the Bidding Documents to perform and furnish all Work as specified or indicated in the Contract Documents for the Bid Price and within the Contract Time indicated in this Bid and in accordance with the other terms and conditions of the Contract Documents. 2. BIDDER Acknowledgements and Certification 2.1. In submitting this Bid, Bidder accepts all of the terms and conditions of the INVITATION TO BIDDERS and INSTRUCTIONS TO BIDDERS, including without limitation those dealing with the disposition of Bid Bond. 2.2. Bidder is aware of all costs to provide the required insurance, will do so pending contract award, and will provide a valid insurance certificate meeting all requirements within 14 days of notification of award. 2.3. Bidder certifies that this Bid is genuine and not made in the interest of or on behalf of any undisclosed individual or entity and is not submitted in conformity with any collusive agreement or rules of any group, association, organization, or corporation. 2.4. Bidder has not directly or indirectly induced or solicited any other Bidder to submit a false or sham Bid. 2.5. Bidder has not solicited or induced any individual or entity to refrain from bidding. 2.6. Bidder has not engaged in corrupt, fraudulent, collusive, or coercive practices in competing for the Contract. For the purposes of this Paragraph: a. "corrupt practice" means the offering, giving, receiving, or soliciting of any thing of value likely to influence the action of a public official in the bidding process. b. "fraudulent practice" means an intentional misrepresentation of facts made(a)to influence the bidding process to the detriment of City(b)to establish Bid prices at artificial non-competitive levels, or(c)to deprive City of the benefits of free and open competition. c. "collusive practice"means a scheme or arrangement between two or more Bidders,with or without the knowledge of City, a purpose of which is to establish Bid prices at artificial, non- competitive levels. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HMAC 2019-1 Form Revised 20150821 City Project No.101615 00 41 00 BID FORM Page 2 of 3 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. Prequalification The Bidder acknowledges that the following work types must be performed only by prequalified contractors and subcontractors: a. HMAC Street Rehabilitation Heavy Maintenance and all items directly associated with the paving. b. C. d. 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within 360 days days after the date when the the Contract Time commences to run as provided in Paragraph 2.03 of the General Conditions. 4.2. Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work(and/or achievement of Milestones)within the times specified in the Agreement. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms(optional at time of bid) f. Prequalification Statement, Section 00 45 12 g. Conflict of Interest Affidavit, Section 00 35 13 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary h. Any additional documents that may be required by Section 12 of the Instructions to Bidders 6. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HMAC 2019-1 Form Revised 20150821 City Project No.101615 0041 00 BID FORM Page 3 of 3 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. OPTION 1 (HOT IN-PLACE RECYCLING) 6.3. Total Bid $3,448,918.21 OPTION 2 (HMAC SURFACE OVERLAY) 6.4. Total Bid No Bid 7. Bid Submittal This Bid is submitted on October 4, 2018 by the entity named below. Respectful ubmitted, Receipt is acknowledged of the Initial following Addenda: By: Addendum No. 1: (Signature) Addendum No. 2: Addendum No. 3: Charles R Veskerna Addendum No. 4: (Printed Name) Title: President Company: Cutler Repaving, Inc. Corporate Seal: J Z Address: 921 East 27th St. Lawrence, KS 66046 J ry I� State of Incorporation: Delaware Email: r)veskema@cutlerrepavmg.com Phone: 785-843-1524 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HMAC 2019-1 Form Revised 20150621 City Project No.1W615 00 42 43A BID PROPOSAL Page I of 3 SECTION 00 42 43 PROPOSALFORM OPTION 'I (HOT IN-PLACE RECYCLING) UNIT PRICE BI® Bidder's Applicati®n Project Item Information Bidders Proposal Bidlist Description Specification Unit of Bid Unit Price Bid Value Item No. Section No. Measure Quantity 1 3305.0108 Miscellaneous Adjustments(Utilities) 33 05 14 LS 1 $20,000.00 $20,000.00 2 3212.0301 1"Asphalt Pavement,Type D 32 12 16 TN 8415 $90.06 $757,854.90 3 9999.0000 1"Hot-in-Place Recycling 00 00 00 SY 153000 $2.90 $443,700.00 4 9999.0000 Rejuvenating Oil @10% 00 00 00 GA 15300 $3.50 $53,550.00 5 0241.1505 1"Surface Milling 0241 15 SY 153000 $2.10 $321,300.00 6 3212.0600 Asphalt Pavement Level-Up 32 12 16 TN 100 $103.50 $10,350.00 7 9999.0000 Asphalt Pavement Base Repair 3201 17 CY 2400 $273.00 $655,200.00 8 9999.0000 Remove Conc Pvmt 0241 15 SY 12000 $5.00 $60,000.00 9 3305.0111 Water Valve Box Adjustments 33 05 14 EA 65 $175.00 $11,375.00 (wl Steel Riser) 10 3305.0101 Manhole Adjustment(wl Steel Riser) 33 05 14 EA 45 $250.00 $11,250.00 11 3292.0100 Block Sod Placement 32 92 13 SY 900 $9.00 $8,100.00 12 9999.0000 Truncated Dome Plate(6'x 2') 00 00 00 EA 4 $225.00 $900.00 13 0241.1300 Remove Concrete Curb&Gutter 0241 15 LF 1000 $5.63 $5,630.00 14 3216.0102 7"Concrete Curb&18"Gutter 32 16 13 LF 1000 $39.38 $39,380.00 15 0241.0401 Remove Concrete Driveway 0241 13 SF 3125 $2.25 $7,031.25 16 3213.0401.6"Concrete Driveway 32 13 20 SF 3125 $7.88 $24,625.00 17 0241.0100 Remove Sidewalk 0241 13 SF 6000 $1.13 $6,780.00 18 3213.0311 4"Concrete Sidewalk 32 13 20 SF 7500 $7.88 $59,100.00 19 0241.1400 Remove Concrete Valley Gutter 0241 15 SY 70 $10.13 $709.10 20 3216.0302 7"Concrete Valley Gutter 32 16 13 SY 70 $111.38 $7,796.60 21 0241.0300 Remove ADA Ramp 0241 13 EA 110 $168.75 $18,562.50 22 3213.0501 Barrier Free Ramp,Type R-1 32 13 20 EA 50 $3,543.75 $177,187.50 23 3213.0502 Barrier Free Ramp,Type U-1 32 13 20 EA 50 $3,768.75 $188,437.50 24 3213.0506 Barrier Free Ramp,Type P-1 32 13 20 EA 10 $2,081.25 $20,812.50 25 3213.0504 Barrier Free Ramp,Type M-2 32 13 20 FA 2 $1,687.50 $3,375.00 26 3471.0002 Portable Message Board 3471 13 WK 8 $450.00 $3,600.00 CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HMAC 2019-1 Form Revised 20120120 City Project No.t 01615 00 42 43A BED PROPOSAL Page 2 of 3 SECTION 00 42 43 PROPOSALFORM OPTION 1 (HOT Ike-PLACE RECYCLING) UNIT (PRICE BID Bidder's Application Project Item Information Bidder's Proposal Bidlist Description Specification Unit of Bid Unit Price Bid Value Item No. Section No. Measure Quantity 27 9999.0096 Paving Construction Allowance 00 00 00 LS 1 $100,000.00 $100,000.00 28 3217.0001 Furnish/Install 4"Solid White,Spray Thermoplastic 32 17 23 LF 66158 $0.55 $36,386.90 (90 mil.) 29 3217.0002 Furnish/Install 4"Solid Yellow,Spray Thermoplastic 32 17 23 LF 43016 $0.55 $23,658.80 (90 mil.) 30 3217.0004 Furnishllnstall 4"DOT White,Spray Thermoplastic 32 17 23 LF 8713 $1.10 $9,584.30 (90mil) 31 3217.0202 Furnishllnstall 8"Solid While,Spray Thermoplastic 32 17 23 LF 13558 $1.10 $14,913.80 (90 mil.) 32 3217.1001 Remove thermoplastic ARROW 32 17 23 EA 8 $0.01 $0.08 33 3217.1004 Remove thermoplastic ONLY 32 17 23 EA 4 $0.01 $0.04 34 3217.2102 Furnish/Install 4"Reflective Marker, 32 17 23 EA 204 $4.05 $826.20 Type I-C 35 3217.2103 Furnish/Install 4"Reflective Marker, 32 17 23 EA 1124 $4.05 $4,552.20 Type I I-AIA 36 3441.4003 Furnishllnstall Alum Sign Ground 3441 30 EA 109 $406.88 $44,349.92 Mount City Std 37 3441.4004 Furnish/Install Alum Sign Ex.Pole Mount 34 41 30 EA 9 $271.25 $2,441.25 38 3441.4008 Remove Sign Panel and Post 3441 30 EA 28 $54.25 $1,519.00 39 3441.4009 Remove and locate Sign Panel 3441 30 EA 13 $189.88 $2,468.44 40 9999.9999 Furnishllnstall 24"Preformed Thermoplastic(125 32 17 23 LF 3287 $13.14 $43,191.18 mil.)White or Yellow,Solid Line 41 9999.9999 Furnishllnstall Thermoplastic Preformed(125 mil.) 32 17 23 EA 155 $229.95 $35,642.25 (Single Head Curve Arrows or ONLY's) 42 9999.9999 Furnish/Install Thermoplastic Preformed(125 mil.) 32 17 23 EA 38 $301.13 $11,442.94 (Double Head Combo Arrows) 43 9999.9999 Furnish/Install Thermoplastic Preformed(125 mil.) 32 17 23 EA 29 $930.75 $26,991.75 (Rail Road(X SRR),Including three 24"stop bars) 9999.9999 Furnish/Install Thermoplastic Preformed(90 mil.) 44 (Bike,Shared,Includes Bike symbol and 2 Sharrow Markings) 32 17 23 EA 116 $191.63 $22,229.08 Installed 45 2605.3015 2"CONDT PVC SCH 80(T) 26 05 33 LF 500 $13.02 $6,510.00 46 2605.3025 3"CONDT PVC SCH 80(T) 26 05 33 LF 200 $16.28 $3,256.00 47 3441.1011 Ped Signal Head Assmbly 3441 10 EA 5 $705.25 $3,526.25 48 3441.1021 2"Ped Push BTN Station Wl Sign 3441 10 EA 20 $434.00 $8,680.00 49 3441.1309 21C 12 AWG Multi-Conductor Cable 3441 10 LF 100 $1.36 $136.00 50 3441.1322 31C 12 AWG Multi-Conductor Cable 3441 10 LF 3000 $1.46 $4,380.00 51 3441.1311 51C 14 AWG Multi-Conductor Cable 3441 10 LF 200 $1.63 $326.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HMAC 2019-1 Form Revised 20120120 City Project No.101615 i 00 42 43A BID PROPOSAL. Page 3 of 3 SECTION 00 42 43 PROPOSAL FORM OPTION `i (HOT IN-PLACE RECYCLING) UNIT PRICE BI® Bidder's Application Project Item Information Bidder's Proposal Bidlist Description Specification Unit of Bid Unit Price Bid Value Item No. Section No. Measure Quantity 52 3441,1319 12IC 14 AWG Multi-Conductor Cable 34 41 10 LF 500 $2.71 $1,355.00 53 3441.1414 8 AWG ELEC CONDR XHHW or EQUIVALENT 3441 10 LF 500 $1.63 $815.00 (Use green insulated wire) 54 3441.1502 Ground Box Type B,w/Apron 34 41 10 EA 35 $651.00 $22,785.00 55 3441.1603 Furnishiinstall 10'-14'Ped Pole Assmbly 3441 10 EA 8 $1,057.88 $8,463.04 56 3441.1604 Install 5'Pedestrian Push Button Pale 3441 10 EA 15 $868.00 $13,020.00 57 3441.1701 TY 1 Signal Foundation 3441 10 EA 15 $1,139.25 $17,088.75 58 9999.0139 DRILL SHAFT(TRF SIG POLE)(24 IN) 00 00 00 EA 15 $1,139.25 $17,088.75 59 0687 6005 REMOVE PED POLE ASSEMBLY 0687 6005 EA 5 $868.00 $4,340.00 (TXDOT) 60 0688 6401 PED DETECT PUSH BUTTON(APS) 0688 6001 EA 8 $710.68 $5,685.44 (TXDOT) 61 689 6003 PED DETECTOR CONTROLLER UNIT 689 6003 EA 8 $3,363.50 $26,908.00 (TXDOT) 62 0135.0101 Rail Road Coordination 01 3513 LS 1 $2,750.00 $2,750.00 63 135.0102 Railroad Flagmen 013513 LS 1 $5,000.00 $5,000.00 Bid Summary Base Bid Total Base Bid Alternate Bid Total Alternate Bid Deductive Alternate Bid Total Deductive Alternate Bid l I Additive Alternate Bid Total Additive Alternate Bid Total Bidl $3,448,918.21 END OF SECTION CITY OP PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HMAC 2019-1 Form Revised 20120120 City Project No.101615 r 00 43 13 BID BOND Page 1 of 2 SECTION 00 43 13 BID BOND KNOW ALL BY THESE PRESENTS: That we, Cutler Repaving, Inc. known as "Bidder"herein and Union Insurance Company of Providence/Employers Mutual Casualty Company a corporate surety duly authorized to do business in the State of Texas, known as"Surety'herein,are held and firmly bound unto the City of Fort Worth,a municipal corporation created pursuant to the laws of Texas, known as"City" herein, In the penal sum of five percent(5%)of Bidder's maximum bid price, in lawful money of the United States,to be paid in Fort Worth, Tarrant County,Texas for the payment of which sum well and truly to be made,we bind ourselves,our heirs, executors,administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS, the Principal has submitted a bid or proposal to perform Work for the following project designated as HMAC 2019-1 (Vickery Blvd to Rosedale St.)and(W Oleander St.to W Boyce Ave). NOW, THEREFORE, the condition of this obligation is such that if the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the gxecution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount, PROVIDED FURTHER,that if any legal action be filed on this Bond,venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 16th day-of August 2018. PRINCIPAL: Cutler Repaving, Inc. BY: Signature ATTES Witness as to Principal Name and Title CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HMAC 2019-1 Form Revised 20171109 City Project N0.1 01615 AffEMCr REVERSE i r i INSURANCE P.O.Box 712•Des Moines,IA 50306.0712 N0. C38714 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS, that: 1. Employers Mutual Casualty Company,an Iowa Corporation 5. Dakota Fire Insurance Company,a North Dakota Corporation 2. EMCASCO insurance Company,an Iowa Corporation 6. EMC Property&Casualty Company,an Iowa Corporation 3. Union Insurance Company of Providence,an Iowa Corporation 7. Hamilton Mutual insurance Company,an Iowa Corporation 4. Illinois EMCASCO Insurance Company,an Iowa Corporation hereinafter referred to severally as"Company"and collectively as'Companies",each does,by these presents,make,constitute and appoint: ROBERT B.FISS,SCOTT H.FISS,DROSTE D.MILLEDGE,MELISSA L.ORY,PATRICE M.LARSEN,CONYA C.HARRIS its true and lawful attorney-in-fact,with full power and authority conferred to sign,seal,and execute its lawful bonds,undertakings,and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company,and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FOR POWER OF ATTORNEY This Power-of-Attorney is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly called and held in 1999: RESOLVED:The President and Chief Executive Officer,any Vice President,the Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to (1)appoint attorneys-in-fact and authorize them to execute on behalf of each Company and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof;and(2)to remove any such attorney-in-fact at any time and revoke the power and authority given to him or her.Attomeys-in-fact shall have power and authority,subject to the terms and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company,and to attach the seal of the Company thereto,bonds and undertakings, recognizances, contracts of indemnity and other writings obligatory in the nature thereof,and any such instrument executed by any such attorney-in-fact shall be fully and in all respects binding upon the Company. Certification as to the validity of any power-of-attomey authorized herein made by an officer of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company. The facsimile or mechanically reproduced signature of such officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attorney of the Company,shall be valid and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF,fhe Companies have caused these presents to be signed for each by their officers as shown,and the Corporate seals to be hereto affixed this I11 day of JUNE 2018 . g h& Seals Truce G.Kelley,0airman Todd Strother of Companies 2,3,4,5&Kresident Vice President sS$+:^oPPogyT,°m q:'�°*P°Rq�;°`` o:'�°P"°�;r•: '- of Company 1•Vice Chairman and SEAL =a= = = 1863 S = 1953 CEO of Company 7 rowAmoo, ` 10M, "��"' 3',a�'` *1pN",' ' On this 11th day of JUNE AD 2018 before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and •' 5URaMe•' .` %4S UR, ;� ,usNA; •', Todd Strother,who,being by me duly swom,did saythat they are,and are known to me to be the yam. o Chairman,President,Vice Chairman and CEO,and/or Vice President,respectively,of each of The Companies above;that the seals affixed to this instrument are the seals of said corporations; w: SEAL p SEAL K =y=+SI AL A that said instrument was signed and sealed on behalf of each of the Companies by authority of their respective Boards of Directors;and that the said Bruce G.Kelley and Todd Strother,as �•'�10%NA�` "•°'�H'�ak°,,•' such Officers,acknowledged the execution of said instrument to be the voluntary act and deed of each of the Companies. LITUq�y _ My Cortimission Expires October 10,2019. , • j KATHY ILOVERI 96 A .L/LLC! ►� � r�'�contmisston t+tumt�it 7769 October 10,mycommissionaiies 2Notary P Ilc in and for the State of I a �'orrurs,�a�°P CERTIFICATE I,James D.Clough,Vice President of the Companies,do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on JUNE 11,2018 on behalf of. ROBERT B.FISS,SCOTT H.FISS,DROSTE D.MILLEDGE,MELISSA L.ORY,PATRICE M.LARSEN,CONYA C.HARRIS are true and correct and are still in full force and effect. In Testimony Whe V411,have subscribed y name a 'affixed the facsimiles I n each Company this IGI l• day of , f O` Vice President •. i 00 43 37 VENDOR COMPLIANCE TO STATE LAW Page 1 of 1 SECTION 00 43 37 VENDOR COMPLIANCE TO STATE LAW NON RESIDENT BIDDER Texas Government Code Chapter 2252 was adopted for the award of contracts to nonresident bidders. This law provides that, in order to be awarded a contract as low bidder, nonresident bidders (out-of-state contractors whose corporate offices or principal place of business are outside the State of Texas) bid projects for construction, improvements, supplies or services in Texas at an amount lower than the lowest Texas resident bidder by the same amount that a Texas resident bidder would be required to underbid a nonresident bidder in order to obtain a comparable contract in the State which the nonresident's principal place of business is located. The appropriate blanks in Section A must be filled out by all nonresident bidders in order for your bid to meet specifications. The failure of nonresident bidders to do so will automatically disqualify that bidder. Resident bidders must check the box in Section B. A. Nonresident bidders in the State of our principal place of business, are required to be percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State of Kansas , 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: Cutler Repaving, Inc. By: Charles R. Veskerna 929 East 27th St. �► (Signature) Lawrence, KS 66046 Title: President Date: END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HMAC 2019-1 Form Revised 20110627 City Project No.101615 0045I1-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 4517. 2 BIDDERS PREQUALIFICATIONS 3 4 1. Summary.All contractors are required to be prequalified by the City prior to submitting 5 bids.To be eligible to bid the contractor must submit Section 00 45 12,Prequalification 6 Statement for the work type(s) listed with their Bid. Any contractor or subcontractor who is 7 not prequalified for the work type(s) listed must submit Section 00 45 13,Bidder 8 Prequalification Application in accordance with the requirements below. 9 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor.The information must be submitted seven(7)days prior 12 to the date of the opening of bids. For example,a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31st day of March 14 in order to bid on these projects.In order to expedite and facilitate the approval of a Bidder's 15 Prequalification Application,the following must accompany the submission. 16 a. A complete set of audited or reviewed financial statements. 17 (1) Classified Balance Sheet 18 (2) Income Statement 19 (3) Statement of Cash Flows 20 (4) Statement of Retained Earnings 21 (5) Notes to the Financial Statements, if any 22 b. A certified copy of the firm's organizational documents(Corporate Charter,Articles 23 of Incorporation,Articles of Organization, Certificate of Formation,LLC 24 Regulations, Certificate of Limited Partnership Agreement). 25 c. A completed Bidder Prequalification Application. 26 (1) The firm's Texas Taxpayer Identification Number as issued by the Texas 27 Comptroller of Public Accounts. To obtain a Texas Taxpayer Identification 28 number visit the Texas Comptroller of Public Accounts online at the 29 following web address www.window.state.tx.us/taxpermit/and fill out the 30 application to apply for your Texas tax ID. 31 (2) The firm's e-mail address and fax number. 32 (3) The firm's DUNS number as issued by Dun&Bradstreet.This number 33 is used by the City for required reporting on Federal Aid projects. The DUNS 34 number may be obtained at www.dnb.com. 35 d. Resumes reflecting the construction experience of the principles of the firm for firms 36 submitting their initial prequalification. These resumes should include the size and 37 scope of the work performed. 38 e. Other information as requested by the City. 39 40 2. Prequalification Requirements 41 a. Financial Statements.Financial statement submission must be provided in 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 HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City ProjectNo.I01615 Revised July 1,2011 00 45 11 -2 BIDDERS PREQUALIFICATIONS Page 2 of 3 1 (2) To be satisfactory,the financial statements must be audited or reviewed 2 by an independent, certified public accounting firm registered and in 3 good standing in any state.Current Texas statues also require that 4 accounting firms performing audits or reviews on business entities within 5 the State of Texas be properly licensed or registered with the Texas State 6 Board of Public Accountancy. 7 (3) The accounting firm should state in the audit report or review whether 8 the contractor is an individual, corporation, or Iimited 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 anew 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 Prequalifacation 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 HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.10I615 Revised July 1,2011 ' 00 45 12 BID FORM Page 7 of 1 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 HMAC Street Rehabilitation Heavy Maintenance and all Cutler Repaving, inc. 1-May-19 items directly associated with the paving. 0 Cmpsny Name Here or space Date Here or spas. 0 Company Name Here or spa;.e Late Hare or space 0 Company Barrie Here or space Dale Here or space The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: Cutler Repaving, Inc. Zy: Charles R. Ves erna 921 East 27th St. (Signature) Lawrence, KS 66046 Title: President Date:- END ate:_END OF SECTION i CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS HMAC 2019-1 I Form Revised 20120120 City Project No.101615 00 45 26-1 CONTRACTOR COMPLIANCE VIM WORKER'S COMPENSATION LAW Page 1 of i 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a),as amended,Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No.101615.Contractor further certifies that,pursuant to Texas Labor Code, Section 6 406.096(b),as amended,it will provide to City its subcontractor's certificates of compliance wil It worker's compensation coverage. 8 9 CONTRACTOR: 10 11 Oatler Repaving Inc. By: Charles R.Veskema 12 company lease Print) 13 14 921 Easl 27 th St. Signature: 15 Address 16 1" Lawrence,KS 66046 Title: President is City/Statetzip (Please Print) 19 20 21 THE STATE OF § 22 23 C'OL7VTY OF��.uyuts § 24 25 BEFORE ME,the undersigned authority on this day personally appealed 26 1AA.tAs 4. V859SAt b ,known to nae to be the person whose Larne is 27' subscribed to the foregoing instrument,and acknowledged to me that he/she executed the salve as 28 the act and deed of 17-uyL 2 4fAAVi1J4 0it, 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 day of 32 t4ay6MACA ,2012. 33 34 35 36 Nota Public in and for thdrSkate of . 37 j�A+�tkS 3b END OF SECTION N=1A39 H K. COFFMAN p �[1.: t.Exp. a.4..4a �.� ' CUM OF FORT WORTH HMAC 2019-1 STANDAR13 COMSTRUCTION SPECIRCATTONDOCUWM74TS C4Prvjc-&No.1016:5 Reviwd July 1,2071 rill 45 40 1 t hA11X-Frity klusiflM Eanciprin Spccifirakdoo #*age 1 402 t SECTION 00 45 44 2 MinorityBu.siness FjiterprisepvciritiidmE; 3 APPLICATION OF POIACY 4 If the total dollar vslito of fare coietra a fs Srcatcr than $50,000, then s 100E Litib ontrneting goof is 5 applf bjt:, 7 POLICY STATEMENT 8 It is the Policy of the Cit} of Fait W6rill W ensure 1110 full aild cquitablu particip-aiion by Minority 9 Business En1egi0se-s (MBE) in the pr6curun3cnt of aIJ goods and scrvices. All requirements atW 10 reguhit inns staied in ties: City's current 13 wd np.s Diversity Enterprhe 0rdh=ce apply w this hid, ll 12 NIBE PROJECT GOALS 33 11c City's M BI~: goal on this project is 25% of the total bid value of(fro e:pnwact (Bas8 bid applies la Porks 1-1 awl C,rrrr111u rPY Verspires), 15 t•6 Note: If Milk KBE pod SBE suhcontracting goals are estril)li�hed I'm, Ihis pro!act, then sea Offeror 17 eseust su4mit both a MBE Uti fizaIion Jfetin and n SSE Utilizatian Furan to be deemed respvnsive:. is 19 COMPLIANCE TO Riff SPECII CXF10NS 20 Oil Chy conimets $50.000 ar more where a MHE subcontract ing I Is applied, t'JIEicron, are ri coircd-to 21 comply with the lntcnt of the City's 13usine9s Diversity Enierprise Ord inam;e by one of file fol JowiEEg: 22 1. Meet or exceed (lie above stated MBE gun! through MHE subcGntractiug participation, or 23 2. Meet or exe~ced the ahave stated MBE goat througb NIBS Joint Venture participation, or 24 3. Good Fault Effort documcnin ion, ar: 25 4. PHme Wn ver documeniotinn. �6 27 SITBM ITTAL OF II.TIRI+D DQCU MENTAuO 29 The aplAirable doctijncnl;s nitrst lie rece ived by the Purchasing Division. wirhin kite Jollowing tinjug 29 aIlr.somcd, ire ordor J'c)i the wiitii-E bid ti bL, �O,j ddL!;-e l re�j, «,i%.c i+} III4! %'11c iJjCaIi47rs; 11w Offckjr shall 30 doIiver Ilse- NTBR dot—,UfntirilatiMl tit IWIN bEl til 1110 dEppr0111'jHtC C-nIP1Oyt'l of tlty purcN'j,-Ind, 41i%-iii+.,ii ;ind 31 t}blain #E dsEW1ime r�ccjlit. ttclt T•t`w-:iPt %IIilII he t;Viile nce thaI tht• City ro-,;:t`iwd the dtx011jt;nl,Etnrtt EEl t33c 3? Tirttr al.loca.Iod. A #etxed iknd1or e.m.ailed enipy will not N! accepte4. ` 3 _ Subcoutractor IftIlization Form, if Ce :e:ived no Inter than 2;00 p.m.. on-Ihu second Civy business $01fI is islet c11.cxce= dad: okay after the bid opening date, cutusivc; of lhie laid opening date. 2. Good with.E: 01.1 untl received no Tater Hum 2;00 p,mti . on the se-cond City business 8ubeouiractor ITriliaulion Form. if day atter (lie bid openiag date, exclusio-e of tho bili opening :4t'tici ation is less than stated goal: dalu. 3. Good Faith Ffiorl crud received no later thwi 2.00 jun., on the: second City buslne-Lq Subctincractor Utilization Form, if ncE day after Tltc hid opening dutc, exclusive of tKQ bits oinning MBE rrit:i pation-. date. 4. PrInic Cott tractor WAiver Form, received no laver think 2:00 p.ni., on the second City husiness ifyCxt w i I[ I=tura all clay after the bid upeni'ng date, exOust've of the bid Dpe:ning corrtract in su lig+`woi+.: claw. 34 CF]ry OF rMI,vwORTI l .13hMAC A t f)-1 STA MRIJ CONI l'AWrTION SPtTlFTC TON'DOCUU-N IS City Pmjvlwt-No I EEI b15 ltet,l5rd.l une 11,101 005243-1 Agrees t Page 1 of 5 1 SECTION 00 52 43 2 AGREEMENT 3 THL03 AGREEllIENT, authorized on 11113/2018 is made by and between the City of Forth 4 V1611h, a.Texas home rule municipality,acting by and through its duly authorized City Massager, 5 1"-`City),and Cutler Repaving. Inc-,authorized to do business in Texas,acting by and through its 6 duly authorized representative,("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set fortit, agree as 8 follow-,- 9 ollow,:9 Article 1.WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for elle 11 Prolecx identified herein. 12 Article 2.PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 1 A"c 2019-1 16 C-'&Project No. 101615 1' Article 3.CONTRACT PRICE is City.agrees to pay Contractor for performance of tU a Work in accordance with the Contract 19 Doct ments an amount,in current funds,of THREE MILLION.FOUR HUNDRED FORTY- 20 EIGHT THOUSAND,NNE HUNDRED EIGHTEEN AND 21/100 Dollars($3.448.91821). 21 Article 4. CONTRACT TIME 22 4.1 Final Acceptance. 23 The Work will be complete for Final Acceptance within 360 days after the date when the 24 Contract Time commences to run,as provided in Paragraph 2.03 of the General Conditions, 25 plus any extension thereof allowed in accordance with Article 12 of the General 26 Conditions. 27 4.2 Liquidated Damages 28 Contractor recognizes that time is of the essence for completion of Milestones,if any,and 29 to achieve Final Accep*ance of he Work and City will suffer financial loss if the Work 3s 30 not completed within the time(s) specified in Paragraph 4.1 above. The Contractor also 31 recognizes the delays, expense and difficuslties involved int proving in a legal proceeding, 32 the actual loss suffered by the City if the Work is not complexed on time. Accordingly, 33 instead of requiring any such proof, Contractor agrees that as liquidated damages for- -34 or34 delay (but not as a penalty), Contractor shall pay City Six Hundred and Fifty Dollars 35 0650. for each Clay that expires after the time specified in Paragraph 4.1 for Final 36 Acceptance until the City issues the Final Letter of Acceptance. 37 34 M Y OF FORT WORTH HMAC 20 19-1 STANDARD 0WITRII!CTION SPECHWAUON DOCUMENTS City Project bier 1016'.5 Re-ind 11.15.17 035243-2 Agmemew Page 2.o£5 39 Al title 5.CONTRACT DOCUMF—NTS 44 5.1 CONTENTS: 41 A. The Contract Documents which comprise the entire agreement between City and 42 Contractor concerning the Work consist of the following: 43 1. This Agreement. 44 2. Attachments to this Agreement: 45 a. Bid Foiin 46 1) Proposal Form 47 2) Vendor Compliance to State Law Non-Resident Bidder 48 3) Prequalification Statement 49 4) State and Federal documents(project specific) 50 b. Current Prevailing Wage Rate Table 5i c. Insurance ACORD Fonn(s) 52 d. Payment Bond 53 e. Performance Bond 54 f. Maintenance Bond 55 g. Power of Attorney for the Bonds 56 h. Worker's Compensation Affidavit 57 i. MBE and/or SBE Utilization Font: 58 3. General Conditions. 59 4. Supplementary Conditions. 60 5. Specifications specifically made a part of the Contract Documents by attachment 61 or. if not attached; as incorporated by reference and described in the Table of 62 Contents of the Project's Contract DoLuments. 63 & Drawings. 64 1. Addenda. 65 8. Derumentation submitted by Contractor prior to Notice of Award. 66 4. The following which may be delivered or issued after the Effective Date of the 67 Agreement and,if issued,become an incorporated part of the Contract Documents: 68 a. Notice to Proceed. 69 b. Field Orders. ^o c. Change Order. 71 d. Letter of Final Acceptance. 72 73 Article 6.INDEMNIFICATION 74 61 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 75 expense, the city, its officers, servants and employees, from and against any and all 76 claims arising out of, or alleged to anise out oto the worli and services to be performed 77 by the contractor, its officers, agents, employees, subcontractors, licenses or invntees 78 under this contract. This indemnification provision is specifically_intended to operate 79 and be effective even N it is alleged or proven that all or some of the damages being 80 sought were caused,in whole or in part,by any act,omission or negligence of the city_ 8i This Indemnity provision is intended to include, without limitation, indemnity for 82 costs,expenses and legal fees incurred by the city in defending against such claims and 83 causes of actions. 84 CITY Or FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATIONDOCUMI NTS City Pmjea Ne 10151-5 Revised t L15.17 005243-3 Agreement Page 3 of 5 84 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 8C the city,ita officers,servants and employees,from and against any and all loss,damage 97 or deshucrion of property of the city,arising out of,or alleged to arise out of,the work 88 and services to be performed by the contractor, its officers, agents, employees, 89 subcontractors, licensees or invitees under this contract. This indemnification 90 provision is specMcally intended to operate and be effective even if it is alle d or 91 proven that all or some of the damn es belnff sou ht were caused in whole or in part, 92 by any act omission or ne ence of the city, 93 94 Article 7.MLSCELLAN- SOUS SS 7.1 Terms. 94 Terms used in this Agreement which are defined in Article 1 of the General Conditions will 97 have the meanings indicated in the General Conditions. �,8 7.2 Assignment of Contract. 99 This Agreement, including all of the Contract Documents may not be assigned by the too Contractor without the advanced express written consent of the City. tol 7.3 Successors and Assigns. 102 City and Contractor each binds itself, its partners, successors, assigns and legal 103 representative-, to the other parry hereto, in respect to all covenants, agreements and 104 obligations contained in the Contract Documents. 105 ;A Sevemb6ity. tos Any provision or part of the Contract Documents held to be unconstitutional, void or IC7 imenkrceable by a court of competent jurisdiction shall be deemed stricken, and all 108 ren-mining provisions shall continue to be valid and binding upon CITY and 109 CONTRACTOR. 110 7.5 Governing Law and Venue. 111 This Agreement, including all of the Contract Documents is performable in the State of 112 Texas. Venae shall be Tarrant County, Texas, or the United States District Court for the 113 Northern District of Texas,Fort Worth Division. 114 '.G Authority to Sign. 115 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 116 than the duly authorized signatory of the Contractor_ 117 118 7.' prohibition On Contracts With Companies Boycotting Israel. 119 Contactor acknowledges that m accordance with Chapter 2270 of the Texas Government 120 Code, the City is prohibited from entering into a contract with a company for goods or 121 services unless the contract contains a written verification from the company that it: (l) 122 does not boycott Israel;and(2)will not boycott Israel during the term of the conhact. MY OF FORT WORTH IIMAC 2019-1 STAMARDCONSTILUCTIOI:SPFLUKATIONiD0CUM>11�P5 CityProiectNo.10.-6".5 Revised 1115.17 005243-4 Agreemed Page 4 of 5 123 The terms"boycott Israel"and"company" shall have the meanings ascribed to those tetnis 1.24 in Section 808.001 of tke Texas Govetnnnent Code. By signing this contract, Contractor 125 rerlifres that Contractor's signature provides written verification to the City drat 126 Contractor. (1) does not boycott Israel;and(2) W11 not boycott Israel daring the term o,f 12'' the contract. 128 129 T8 Tion-tigratiou Nationality Act_ 130 Contractor shall verify the identity and employment eligibility of its employees who 131 perform work under this Agreement, including completing the Employment Eligibility 132 Verification Form(I--9). Upon request by City,Contractor shall provide City with copies of ts3 all I-9 forms and supporting eligibility documentation for each employee who performs 04 work mlder dlis Agreement. Contractor shall adhere to all Federal and State laws as weli as 135 establish appropriate procedures and controls so that no services will be perfonned by any 136 Con`ractor employee who is not legally eligible to perforin such services. 137 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 138 FROM ANY PENALTIES,LIABILITIES,OR LOSSES DUE TO VIOLATIONS OF 139 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 140 ,SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 141 Contractor, shall have the right to immediately terminate this Agreement for violations of 142 this provision by Contractor. 143 144 7.9 No Third-Party Beneficiaries. 143 This Agreement gives no rights or benefits to anyone other than the City and tLe contractor 146 and there are no third party beneficiaries. 147 148 7,10 No C"auw of Action Against Engineer, 149 Contractor,its subcontractors and equipment and materials suppliers on the PROJECT or their 150 sureties. shall maintain no direct action against the Engineer, its offcen, employees, and 151 subcontractors, for any claim arising out of, in connection with, or resulting firom the 152 engin-eeriug acrvices perfbmw& Only tl'�City vAff be the beneficiary of any undertaking by .15.3 .Ere Engineer. The presence or duties of the Engineer's personnel at a constnlction site, 154 whether as on-site representatives or otherwise, do not make t'te Engineer or its personnel 155 in any way responsible for those duties that belong to the City and/or the City's construction 156 corrtracrors or other entities, and do not relieve tate construction contractors or any other 15' entity of their obligations, duties, and responsibilities, including, but not lilniied to, all 158 construction methods, means, techniques, sequences, and procedures necessary for 159 coordinating and completing all portions of the construction work in accordance with the 160 Contract Documents and any health or safety precautions required by such construction 161 work The Engineer and its personnel have no authority to exercise any control over any 162 construction contractor or other entity or their employees in connection wit their work or 163 any health or safety precautions. 164 165 SIGNATURE PAGE TO FOLLOW 166 My OF FORT WORTH 11K&C 2019-` STANDARD O17DMRUMON SPECIECAUON DOCUhWNCS City Project No 101615 Rrviwd 1115.17 6?5:43-5 Agwcwimt Page 5 of 5 167 168 IN WFMSS WHEREOF, City and Contractor have each executed this Agree��nt to be 1,69 effe0we as of the date subscribed by the City's designated Assistant City Manager t"Effective 173 Date"). 171 Contractor: City of Fort Worth Cutler Repaving Inc. By. ` Susan Alanis By: rsistant City Manager 0 R . (Signature) Date Charles R.Veskerna Attest: ' a t Printed Named City Secretary ' Tjjlc. President (Seal) Address: 921 E. 27r-St. M&C C-28933 Date: 11/13/2018 Form 1295 No.2018416494 CiWStatelZip: Contract Compliance Manager: 66046 By signing,I acknowledge that I am the person responsible for the monitoring and Date T administration of this contract,including ensuring all performance and reporting requirements Juan Pablo De La Cruz Project Manager Approve s to Foam and Legality: Douglas W.Black 4Assist City Attorney 17x t73 CL REC i;D: 174 175 , 177 Steve Cooke 178 Interim Director 179 Transportation and Public Works rlrir Qr raxe wox FFTY66W�-,q- LJf SrATVI3AI�D[ONSTAi7CT�IwT SPECJCAITONDoC[JIs+iENT5 n Pvhsad 11.15.17 1THp 006113-1 PERFORMANCE BOND Page 1 of 2 1 SECTION 00 6113 Bond No. S448155 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Cutler Repaving,Inc. ,known as"Principal"herein and Employers Mutual Casualty Company/ 8 Union Insurance Company of Providence a corporate stlrety(sureties, if more than 9 one) duly authorized to do business in the State of Texas,known as"Surety"herein(whether-one 10 or snore),are held and firmly bound unto the City of Fort Worth,a municipal corporation created 11 pursuant to the laws of Texas,known as"City"herein, its the penal stun of,THREE MILLION, 12 FOUR HUNDRED FORTY-EIGHT THOUSAND,NINE HUNDRED EIGHTEEN 13 AND 21/100 Dollars S3 448 9121.21 , lawful money of the United States,to be paid in Fort 14 Worth,Tarrant County,Texas for the payment of which sum well and truly to be made,we bind 15 ourselves,our heirs, executors,administrators, successors and assigns,jointly and severally, 16 firmly by these presents. 17 WHEREAS, the Principal has entered into a certain written contract with the City 18 awarded the 13th day of November, 2018,which Contract is hereby referred to and spade a part 19 hereof for all purposes as if fully set forth herein,to filmish all materials, equipment labor and 20 other accessories defuted by law,in the prosecution of the Work, inchlding any Change Orders, 21 as provided for in said Contract designated as HMAC 2019-1, City Project No. 101615. 22 NOW,THEREFORE,the condition of this obligation is such that if the said Principal 23 shall faithfully perform it obligations tinder the Contract and shall in all respects duly and 24 faitlnfillly perform the Work, including Change Orders,lender the Contract,according to the plans, 25 specifications,and contract documents therein referred to,and as well din-ing any period of 26 extension of the Contract that may be granted on the part of the City,then this obligation shall be 27 and become null and void,otherwise to remain in full force and effect. 28 PROVIDED FURTHER,that if any legal action be filed on this Bond, ventre shall lie in 29 Tarrant County,Texas or the United States District Court for the Northern District of Texas,Fort 30 Worth Division. CTFY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Project No. 101615 Revised.July 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 the 2 Texas Government Code, as amended, and all liabilities on this bond shall be detelmlined in 3 accordance with the provisions of said statue. 4 IN WITNESS WHEREOF,the Principal and the Surety have SIGNED and SEALED 5 this instrument by duly authorized agents and officers on this the_ 6th day of 6 November 2018 7 PRINCIPAL: 8 Cutler Repavine,hic. 9 10 11 BY: 12 Signature 13 TES 14 15t Charles R.Veskerna President 16 iFl6 al)Secretary Name and Title 17 18 Address:921 East 27th St. 19 Lawrence,KS 66046 20 21 22 Withess as Principal 23 SURETY: 24 Employers Mutual Casualty Company/ 25 Union Insurance Company of Providence 26 f 27 BY: i. 28 signatike 29 30 Conya C Harris. Attorney-in-Fact 31 Name and Title 32 33 Address: P_ 0_ Box 712 34 Des Moines IA 50306-0712 35 36 37 4Vi ess as to Surety Telephone Nuuuber: 800-447-2295 38 39 40 41 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 42 froth the by-laws showing that this person has authority to sign such obligation. If 43 Surety's physical address is different fiom its mailurg address, both must be provided. 44 The date of the bond shall not be prior to the date the Contract is awarded. 45 MY OF FORT WORTH HKAC 2019-1 STANDARD CONSTRUCTION SPECIFTCATION DOCLMffi.NTS Praject No. 101615 Revised July 1,2011 006114-1 PAYMENTBOND Page 1 of 2 1 SECTION 00 6114 2 PAYMENT BOND Bond No. S448155 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we,Cutler Revving.Inc.,known as"Principal"herein,and m Epualoyers Muty ompanyl 8 Union insurance Com an of Providence a corporate surety(sureties), duly 9 authorized to do business in the State of Texas,(clown as"Surety"herein(whether one or more),are held 10 and firmly bound unto the City of Fort Worth,a municipal corporation created pursuant to the laws of the 11 State of Texas,known as"City"herein,in the penal sunt of THREE MILLION.FOUR HUNDRED 12 FORTY-EIGHT THOUSAND NINE HUNDRED EIGHTEEN AND 211100 Dollars 13 ($3,448,918.21),lawful money of the United States,to be paid in Fort Worth,Tarrant County,Texas,for 14 the payment of which sum well and holy be made,we bind ourselves,our heirs,executors,administrators, 15 successors and assigns,jointly and severally,firmly by these presents.- 16 resents:16 WHEREAS, Principal has entered into a certain written Contract with City, awarded the 17 13a`day of November, 241 S, which Contract is hereby referred to and made a.pa1-t hereof for all 18 purposes as if fully set forth herein, to furnish all materials, equipment, labor and other 19 accessories as defined by law, in the prosecution of the Work as provided for in said Contract and 20 designated as HMAC 2019-1,City Project No. 101615. 21 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if 22 Principal shall pay all mollies owing to any (and all) payment bond beneficiary (as defined in 23 Chapter 2253 of the Texas Government Code, as amended)in the prosecution of the Work under 24 the Contract, then this obligation shall be and become null and void; otherwise to remain in full 25 force and effect. 26 This bond is made and executed in compliance with the provisions of Chapter 2253 of the 27 Texas Government Code, as amended, and all liabilities on this bond shall be determined in 28 accordance with the provisions of said statute. 29 CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOC[NMNT3 City Project No_101615 Revised July 1,2011 006114-2 PAYMENT BOND Page 2 of 2 1 IN WITNESS WHEREOF,the Principal and Surety have each SIGNED and SEALED 2 this instrument by duly authorized agents and officers on this the 26th day of 3 November , 2018 4 PRINCIPAL: Cutler Repaving, Inc. ATTEST: BY: Signature Charles R.Veskerna President Inc al) Secretary Name and Title Address: 921 East 27th St. Im 1 I uA�Vk Lawrence KS 66046 Witness as t Principal SURETY: Employers Mutual Casualty Company/_ Union Insurance Company of Providence ATTEST: BY: L - Signat u•e Con a C. Harris, Attorney-in-Fact (Surety) Secretary Name and Title Address: P. O. Box 712 Des Moines,_lA 50306-0712 Witness as to Surety Telephone Number: 800-447-2295 5 6 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 7 bylaws showing that this person has authority to sign such obligation. If Surety's physical S address is different from its mailing address,both must be provided. 9 10 The date of the bond shall not be prior to the date the Contract is awarded. I1 END OF SECTION 12 CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised July 1,2011 0061 19-1 MARiTENANCE BOND Page 1 of 3 1 SECTION 00 6119 2 MAINTENANCE BOND Bond No. S448155 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 8 That we Cutler Re avis .I11 .,known as"Principal"herein and 9 Emp[o ers Mutual Casualty Company)1 Inin.n. Wrance Co piny or Providence a corporate sleety(sureties,if more friar)one)duly 10 authorized to do business in the State of Texas,known as"Surety'herein(whether one or more),are held I I and firmly bound unto the City of Fort Worth,a municipal corporation created pursuant to the Iaws of the 12 State of Texas,known as"City"lierein,in the suns of THREE MILLION FOUR HUNDRED FO 13 EIGHT THOUSAND NINE HUNDRED EIGHTEEN AND 211100 Dollars(S3,448,918.L1J,lawful 14 money of the United States,to be paid in Fort Worth,Tarrant County,Texas,for payruent of which surd 15 well and truly be made surto the City and its successors,we hind ourselves,our heirs,executors, 16 adininistratois,successors and assigns,jointly and severally,firmly by these presents. 17 18 WHEREAS,the Principal has entered into a certain written contract with the City awarded 19 the 13th day of November.2018,which Contract is hereby referred to and a made pail hereof for 20 all purposes as if fttliy set forth herein,to ftuinish all materials,equipment labor and other 21 accessories as defined by law,in the prosecution of the Work, including any Work resulting from 22 a duly authorized Change Order(collectively herein,the"Work") as provided for in said contract 23 and designated as Hi14AC 2019-1,City Project:No. 101615 and 24 25 WHEREAS, Priticipal binds itself to use such materials and to so construct the Work in 26 accordance with the plans,specifications and Contract Documents that the Work is and will 27 remain fi-ee from defects in materials or workmanship for and during the period of two(2)years 28 after the date of Final Acceptance of the Work by the City("Maintenance Period"); and 29 30 WHEREAS,Principal binds itself to repair or reconstruct the Work in whole or in pail 31 upon receiving notice from the City of the need therefor at any time within the Maintenance 32 Period. 33 MY OF FORT WORTH HNiAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUNIIiNTS City Project No_101615 Revised July 1,20t 1 006119-2 MAINTENANCE BOND Page 2 of 3 1 NOW THEREFORE,the condition of this obligation is such that if Principal shall 2 remedy any defective Work,for which timely notice was provided by City,to a completion 3 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 4 full force and effect. 5 6 PROVIDED,HOWEVER, if Principal shall fail so to repair or reconstruct any timely 7 noticed defective Work,it is agreed that the City may cause any and all such defective Work to 8 be repaired and/or reconstructed with all associated costs thereof being bonne by the Principal and 9 the Surety under this Maintenanee hood; and 10 11 PROVIDED FURTHER,that if any legal action be filed on this Bond, venue shall lie in 12 Tarrant County,Texas or the Unified States District Court for the Northern District of Texas,Fort 13 Worth Division; and 14 15 PROVIDED FURTHER,that this obligation shall be continuous in nature and 16 successive recoveries may be had hereon for successive breaches. 17 18 19 CITY OF FORT WORTH ffivfAC 2419-1 STANDARD CONSTRUCTION SPECMCATION DOCUMENTS City Project No.101615 Ravisod 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 instiument by duly authorized agents and officers on this the 26th day of 3 November '20 18 4 5 PRINCIPAL: 6 Cutler Repaving,Inc. 7 8 9 BY: 10 Signature 11 AT 12 . 13 Charles R.Veskeitra President 14 (Principao Secretary Name and Title 15 16 Address:921 East 27th St. 17 Lawrence,KS 66046 18 19 Wt 20 Witdess as tolPrincipal. 21 SURETY: 22 Employers Mutual Casualty Company/ 23 Union Insurance Companv of Providence 24 25 BY: wa (' 1F 26 Sigllatur 27 28 Conya C. Harris, Attorney-in-Fact 29 ATTEST: Nance and Title 30 31 Address: P. O. Box 712 32 (Surety)Secretary Des Moines, IA 50306-0712 33 34 n' fir//Ld 35 tress as to Surety Telephone Number: 800-447-2295 36 37 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 38 from the by-laws showing that this person has authority to sign such obligation. If 39 Surety's physical address is different from its mailing address, both must be provided. 40 The date of the bond shall not be prion to the date the Contract is awarded. 41 CrrY OF FORT WORTH HrAAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised July 1,2011 �- AWEMC No. C3�T1 INSURANCE P.O.Box 712•Des Moines,IA 50306-0712 CERTIFICATE OF AUTHORITY INDIVIDUAL ATTORNEY-IN-FACT KNOW ALL MEN BY THESE PRESENTS,that: 1. Employers Mutual Casualty Company,an Iowa Corporation 5. Dakota Fire Insurance Company,a North Dakota Corporation 2. EMCASCO Insurance Company,an Iowa Corporation 6. EMC Property&Casualty Company,an Iowa Corporation 3. Union Insurance Company of Providence,an Iowa Corporation 7. Hamilton Mutual Insurance Company,an Iowa Corporation 4. Illinois EMCASCO Insurance Company,an Iowa Corporation hereinafter referred to severally as"Company"and collectively as"Companies",each does,by these presents,make,constitute and appoint: ROBERT B.FISS,SCOTT H.FISS,DROSTE D.MILLEDGE,MELISSA L.ORY,PATRICE M.LARSEN,CONYA C.HARRIS its true and lawful attorney-fn-fact,with full power and authority conferred to sign,seal,and execute its lawful bonds,undertakings,and other obligatory instruments of a similar nature as follows: ANY AND ALL BONDS and to bind each Company thereby as fully and to the same extent as if such instruments were signed by the duly authorized officers of each such Company,and all of the acts of said attorney pursuant to the authority hereby given are hereby ratified and confirmed. AUTHORITY FAR POWER OF ATTORNEY This Power-of-Attomey is made and executed pursuant to and by the authority of the following resolution of the Boards of Directors of each of the Companies at a regularly scheduled meeting of each company duly tailed and held in 1999: RESOLVED:The President and Chief Executive Officer,any Vice President,Ilse Treasurer and the Secretary of Employers Mutual Casualty Company shall have power and authority to(1)appoint attorneys-in-fact and authorize them to execiuk on behalf of eadl Company and attach the seal of the Company thereto, bonds and undertakings,recognizances,contracts of indemnity and other writings obligatory in the nature thereof:and(2)to remove any such attomey-in-fact at any time and revoke the power and authority given to him or her.Attorneys-in-fact shall have II and aulkdly,su4ect to Iha IanTlS and limitations of the power-of-attorney issued to them, to execute and deliver on behalf of the Company, and to attach the seed of the ConVany iherelo,bonds and undertakings, recognizances,contracts of indemnity and other writings obligatory in the nature thereof,and any such inslnanent executed by any such etteraq-in-fact shall be fully and in all respects binding upon the Company, Certification as to the validity of any power-of-attorney authwixed hereln made by an atf+cor of Employers Mutual Casualty Company shall be fully and in all respects binding upon this Company.The facsimile or mechanically repraduaad-slgnoiwit of sLuch officer, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power-of-attorney of the Company,shall be Mated and binding upon the Company with the same force and effect as though manually affixed. IN WITNESS THEREOF,the Companies have caused III pwsenls to be stmd kwexh:by kheirofficers as shown,and the Corporate seals to be hereto affixed this 111h day of JUNE Seals rice G.Kelley,96airman Todd Strother ;"SII y,' of Companies 2,3,4,5& ;President Vice President �``,OPPORq'i,CF.! S �NP09�', O Q �RPORgj G of Company 1;Vice Chairman and _ _ _ `= CEO of Company 7 x= SEAL_A'= :x 1863 a_ _ - 1953 _ IOWA '• IOWA'{' ryn,,.,3' ,, +, *,lOJVA#"+ On this 11th day of JUNE AD 201 B before me a Notary Public in and for the State of Iowa, personally appeared Bruce G. Kelley and �S�AaN�F'•, Todd Strother,who,being by me duly sworn,did say that they are,and are known to me to be the o 00% `RPOR • = = ;'APoq 'SG'= Chairman,President,Vice Chairman and CEO,andlor Vice President,respectively,of each of _¢y ORP 04", O 9�;0 - gab. 0 9e;y V 4 =Y= =O G v- _ w SEAL K_ _o� SEAL Y; - = SEAL `= The Companies above;thatthe seals affixed to this instrument are the seals of said corporations; �- Z- X- ➢ _ _ % -_ ;y; a: that said instrument was signed and sealed on behalf of each of the Companies by authority • ......... �P OE'''.,,,.. _p ` of their respective Boards of Directors;and that the said Bruce G.Kelley and Todd Strother,as "' " ° ` '%s^'oIE�` `` such officers,acknowledged the execution of said instrument to be the voluntary act and deed Mu7Ua�. of each of the Companies. �o� 11TUq� My Commission Expires October 10,2019. KATFIY I6OWRIDW a ?� %,Commission Number 7W69 461hd AV AL�d Ltyo� o October 1 0,2019 Notary P lic in and for the State of I a s A�P �Ofrurs,�o� CERTIFICATE I,James D.Clough,Vice President of the Companies,do hereby certify that the foregoing resolution of the Boards of Directors by each of the Companies, and this Power of Attorney issued pursuant thereto on JUNE 11,2018 on behalf of: ROBERT B.FISS,SCOTT H.FISS,DROSTE D.MILLEDGE,MELISSA L.ORY,PATRICE M.LARSEN.CONYA C.HARRIS are true and correct and are still in full force and effect. In Testimony Whee,, of!have subscribmynme�and,�ffixed the facsimile se,�l�/� each Company this Z�'f day of k�J/f1Jl �� G � /��/C Vice President CUTLB-2 OP ID:SJ .arColtr� CERTIFICATE OF LIABILITY INSURANCE DATE(M1120 8 L...-� 11/21/2018 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 be endorsed. If SUBROGATION IS WAIVED, subjoct 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 Sandy Jones Johnston Fiss Insurance NAME; 5225 West 75th Street,#200 AIC No PHONE Ext913-396-0812 p>C No, 913-396-0835 Shawnee Mission,KS 66208 E-MAIL d sanones�y; Ron Johnson ADDRESS:sandyjones@iohnstonfiss.com INSURER(S)AFFORDING COVERAGE MAIC# INSURER A:The Hartford 29424 INSURED Cutler Repaving, Inc. INSURERB: Attn: Bob Veskerna 921 E.27th Street INSURER C: Lawrence, KS 66046-4917 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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. IN5R TYPE OF INSURANCE DDI. UBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM1DD MMIDDIYYYY GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00 DAMAGE TO RENTED A X COMMERCIAL GENERAL LIABILITY X X 37UEAZT7875 08101/2018 0810112019 PREMISES Ea occurrenceS 300,000 CLAIMS-MADE [XI OCCUR MED EXP(Any one person) $ 10,00 Contr Boradening PERSONAL&ADV INJURY $ 1,000,00 Blkt Waiver/Subro GENERAL AGGREGATE $ 2,000,00 GEN.L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPJOPAGG $ 2,000,000 POLICY X SECT I PRO LOC $ AUTOMOBILE LIABILITY COMBINE❑SINGLE LIMIT 1000000 Ea accident $ > > A X ANY AUTO 37UEAZT7876 00/01/2098 08/01/2019 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED UODILY INJURY(Per acci(tent) $ AUTOS AUTOS X HIREQAUTOS LX NON-OWNED PROPERTY DAMAGE $ AUTOS PER ACCIDENT X UMBRELLA LIAB X I OCCUR EACH OCCURRENCE $ 66,000,00 A EXCESS LIAB CLAIMS-MADE 37RHAZT8730 08/01/2018 08/01/2019 AGGREGATE $ 66,000,00 DED X RETENTION$ 10,000 $ WORKX ERS COMPENSATION STATU- OTH- AND EMPLOYERS'LIABILITY TORVVC Y LIMITS ER A ANY PROPRIETORIPARTNERIEXECUTIVEYIN X 37WEAAB4LTJ 08/01/2018 08/01/2019 E.L.EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? [N] N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach 101,Additional Remarks Schedule,it more space is required) HE: HMAC 2019-1, City Project No. 101615: The City of Fort Worth Texas is additional insured including completed operations as respects the General Liability as required by Contract. Waiver of subrogation granted in of the favor additional insured where permitted by law. CERTIFICATE HOLDER CANCELLATION CITYF-4 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Fort Worth,Texas ACCORDANCE WITH THE POLICY PROVISIONS. Transportation&Public Works City Halt-2nd Floor AUTHORIZED REPRESENTATIVE 200 Texas Street _ Fort Worth,TX 76102 O 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD COMMERCIAL GENERAL LIABILITY COVERAGE FORM Various provisions in this policy restrict coverage. Read (2) The "bodily injury„ or"property damage" occurs the entire policy carefully to determine rights, duties and during the policy period; and. What is and is not covered. (3) Prior tothe policy period, no insured listed Throughout this policy the words"you" and "your"-refer to under Paragraph 1. of Section 11 — Who Is An the Named Insured ,shown. in the Declarations, and any Insured arid.no"efnployee'authorized by you to other person or organization qualifying as a Named give or receive notice of an "occurrence" or Insured under this policy, The words"we" "us" and "our" claim, knew that the "bodily injury" or "property refer to the stock insurance company member of The damage" had occurred, in whole or in part. If Hartford providing this insurance. - such a listed insured or authorized "employee" The word "insured" means any person or organization knew, prior to the policy period, that the "bodily qualifying as such under Section 11 Who Is An Insured, injury"or"property damage" occurred, then any continuation, change or resumption of such Other words and phrases that appear in quotation marks "bodily injury" or "property damage" during or have special meaning. Refer to Section V—Definitions. after the policy period will be deemed to .have SECTION I—COVERAGES been known prior to the policy period. COVERAGE A BODILY -INJURY AND PROPERTY c. "Bodily injury"or"property damage"will be deemed DAMAGE LIABILITY to 'have been known to have occurred at the 1. Insuring Agreement earliest time when any insured iistod under Paragraph 1. of Section It Who.Is An Insured or a. We will pay those sums that the insured becomes any "employee" authorized by you to give or legally obligated to pay as damages because of receive notice of an"occurrence"or claim: "bodily injury" or "property damage" to which this insurance applies. We will have the right and duty (1) Reports all, or any part, of the "bodily injury" or to defend the insured against any "suit" seeking "property damage"to us or any other insurer, those damages. However, we will have no duty to (2) Receives a written or verbal demand or claim defend the insured against any "suit" seeking for damages because of the "bodily injury" or damages for'bodily injury„or"property damage"to "property damage";or which this insurance does not apply. We may, at (3) Becomes aware by any other means that our discretion, investigate any "occurrence" and "bodily injury" or "property damage" has settle any claim or"suit"that may result. But: occurred or has begun to occur; (1) The amount we will pay for damages is limited d.. damages because of "bodily Injury" include as described- in Section III — Limits Of damages claimed by any person or organization for Insurance;and care, loss of services or death resulting at any time (2) Our right and duty to defend ends when we from the"bodily injury" have used up the applicable limit of insurance in e. Incidental Medical Malpractice the payment of judgments or settlements under Coverages A or 13 or medical expenses under (1) "Bodily injury„ arising out of the rendering of or Coverage C. failure to render professional health care No other obligation or liability to pay sums or services as a physician, dentist, nurse, emergency medical technician or paramedic perform acts or services is covered unless explicitly shall be deemed to be caused by an provided for under Supplementary Payments — "occurrence", but only if, Coverages A and B. b. This insurance. applies to "bodily injury" and (a) The physician, dentist, nurse, emergency medical technician or paramedic is "property damage"only if employed by you to provide such services; (1) The "bodify injury" or "property damagd" is and caused by an "occurrence" that takes place in (byYou are not 'en a ed in the business or the."coverage territory."; occupation of providing .such services. HG 00 01 06 05 Page 1 of 18 O 2005 The Hartford (Includes copyrighted material of Insurance Services Office, Inc. with its permission.) (iii) "Bodily Injury" or "property damage" (e) At or from any premises, site or location on arising out of heat, smoke_or fumes from which .any insured or any contractors or .a"hostile fire"; subcontractors working directly or indirectly (b) At or from any premises, site or location on any insured's behalf are performing which is or was at any time used by or for opemtlons if the operations are to test for, any insured or others for the handling, monitor, clears up, remove; contain, treat, detoxify or neutralize, or in any way respond storage, disposal, processing or treatment of to, or assess the effects of,"pollutants". waste; (c.) Which are or were at any time transported, (2) Any loss,cost or expense arising out of any; handled, stored, treated, disposed of, or (a) Request, demand, order or statutory or processed as waste by of for: regulatory requirement that any insured or (I) Any insured;or others test for, monitor, clean up, remove, contain, treat, detoxify or neutralize, or in {ii) Any person or organization for whom you any way respond to,or assess the effects of, may be legally responsible; "pollutants";or (d) At or from any premises, site or location an (b) Claim or suit by or on behalf of a which any, insured or any contractors or governmental authority for damages subcontractors.working directly or indirectly because of testing for, monitoring, cleaning on any insured'sbehalf are performing up, removing., containing, treating, operations if the "pollutants" are brought on detoxifying or neutralizing, or in any way or to the premises, site or location In responding to, or assessing the effects of, connection with such operations by such "pollutants". -insured, contractor or subcontractor. However, this paragraph does not apply to However, this subparagraph does not apply fsa: liability for damages because of "property „ damage" that the insured would have in the (i) "Bodily injuryF, "property properly damage absence of sdch request, demand,. order or arising out of the escape of fuels, statutory or regulatory requirement, or such lubricants or other operating fluids which claim or"suit"by or on behalf of a governmental are needed to perform the normal authority. electrical, hydraulic or mechanical _ functions necessary for the operation of g: Aircraft,Auto dr Watercraft "mobile equipment" or its parks, if such "Bodily Injury" or "propi?rty "damage".arising out of fuels, lubrloants at other operating fluids the ownership, maintenance, use or entrustment to. escape from a Vehicle part designed to others of any aircraft, "auto"or watercraft owned or hold, store or receive them. This operated by or rented or loaned to any insured. Use exception does not apply If the "bodily includes operation and"loading or unloading", injury„ or"property damage"arises out of This exclusion applies even if the claims against the intentional discharge, dispersal or any insured allege negligence or other wrongdoing release of the fuels, lubricants or other in the supervision, hiring, employment, training or operating ,fluids; or if such fuels, monitoring of others by that insured, if the lubricants or other operating fluids are "occurrence" which caused the "bodily .injury" or brought on or to the premises, site or "property damage" involved the. ownership, location with the intent. that they be maintenance, use or entrustment to others of any discharged, dispersed or released as part aircraft, "auto" or watercraft that is owned or of the operations tieing performed by operated by or rented or loaned to any insured. such insured, contractor or This exclusion does.not apply to: subcontractor; (tl) "Bodily lnjury" or "properly damage" (l) A watercraft while ashore an premises you awn sustained within a building and caused or rent; by the release of gases,fumes or vapors (Z) A watercraft you do not own that Is: from materials brought into that building (a) Less than 51 feet long;and in connection with operations being (b) Not being used to carry persons for a performed by you or on your behalf by a contractor or subcontractor; or charge; (III) "Bodily Injury" or "property damage" (3) Parking an "auto" on, or on the ways next to, arising out of heat, smoke or fumes from premises you own or rent,provided the "auto"is a"hostile fire";or not awned.by or rented or loaned to you or the insured; HO 00 0106 05 Mage 3 of 18 n. Recall Of Products, Work Or impaired kind to.persons or property which would not Property have occurred in wholu or in part but for the Damages claimed for any loss, cost or expense "asbestos hazard"; Incurred by you 6r others for the loss of use, (b) Arise out of any request, derrtand, order or withdrawal, recall, inspection, repair, replacement, statutory or regulatory requirement that any adjustment,removal or disposal of: insured or others test for, monitor, clean up, (1) "Your product'; remove, encapsulate, contain, treat, detoxify Your work" or neutralize or in any way respond to or (2) " ; or assess the effects of an "asbestos hazard"; (3) "Impaired'property"; or if such product, work, or property is withdrawn or (c) Arise out of any claim or suit for damages recalled from the market or from use by any person because of testing for, monitoring, cleaning or organization because.of a known or suspected up, removing, encapsulating, containing, defect, deficiency, inadequacy or dangerous treating, detoxifying or neutralling or in any condition in it. way responding to or.assessing the effects o. Personal And Advertising Injury of an"asbestos hazard". "Bodily injury" arising out of "personal and Damage To Promises Rented To You — Exception advertising injury" For Damage By hire,Lightning Or Explosion p. Electronic Data Exclusions c.through h. and j.through n, do not apply to damage by fire, lightning or explosion to premises Damages arising out of the loss of; loss of use of, while rented to you orternporarily occupied >y you with damage to, corruption of,. inability to access, or permission of the owner, A separate limit of insurance inabllrty to manipulate electronic data. applies to this coverage as described in Section ill — As used in this exclusion, electronic data means Limits Of Insurance. information, facts or programs stored as or on, COV51RAGE g PERSONAL AND ADVERTISING created or used on, or transmitted to or from INJURY LIABILITY cornputer software, including systems and applications software, hard or floppy disks, CD- 1. Insuring Agreement RO.MS, tapes, drives, cells, data processing a. We will pay those sums that the insured becomes devices or any other media which are used with legally obligated to pay as damages because of electronically controlled equipment. "personal and advertising injury" to which this q. Employment.Related Practices insurance applies. We will have the right and duty to defend the insured against any "suit"' seeking "Bodily injury"to: those damages. However, we will have no duty to (1) A person arising out of any "employment— defend the insured against any "suit" seeking related practices"; or damages for "personal and advertising injury" to (2) The spouse., child, parent, brother or sister of which this insurance does not apply. We may, at that person a$a consequence of"bodily injury" our discretion, investigate any offense and settle to. that person .at whom- any "employment- any claim or"suit"that may result.But' related practices"are directed. (1) The amount we will pay for damages is limited This exclusion applies; as described in Section ill — Limits Of Insurance;:and (1) Whether the insured may be liable as an employer or in any oilier capacity;and (Z) Our right and duty to defend end when we have (2) To any obligation to share damages with or used up the applicable limit of insurance in the repay someone else who must pay damages paymentof judgments or settlements under because of the injury. Coverages A or B or medical expenses under Coverage C. r. Asbestus No other obligation or liability to pay sums or (1) "Bodily injury" or"property damage" arising out perform acts or services is covered unless explicitly of the"asbestos-hazard". provided for under Supplementary Payments -- (2) Any damages, judgments, settlements, loss; Coverages A and B. costs or expenses that: b.. This insurance applies to"personal and advertising (a) May be awarded or incurred by reason of injury" caused by an offense arising out of your any claim or suit alleging actual or business but only if the offense was committed in threatened Injury or damage of any nature-or the"coverage territory„during the policy period. HG 00 01 06 06 Page 5 of 18 o. War (2) The spouse, child, parent, brother or sister of "Personal and advertising injury", however caused, that person as a consequence of"personal and arising, directly or indirectly,out of: advertising injury to that person at whom any (1) War,including undeclared or civil war, "employment-related practices"are.directed. (2) Warlike action by a military force, including This exclusion applies: actibn in hindering or defending against an (1) Whether the insured may be liable as an actual or expected attack, by any government, employer or in any other capacity;and sovereign or other authority using military (2) To any obligation to share damages with or personnel or other agents;or repay someone else who must pay damages (3) Insurrection, rebellion, revolution, usurped power, because of the injury. or action taken by governmental authority in v. Asbestos hindering or defending against any of these. ('t) "Personal and advertising injury" arising out of p. Internet Advertisements And Content Of Others the"asbestos hazard". "Person:al and advertising injury"arising out of: (2) Any damages, judgments, settlements, loss, (1) An"advertisement"for others on your web site; costs or expenses that: (2) Placing a link to a web site-of others on your (a) May be awarded or incurred by reason of web site, any claim or suit alleging actual or (3) Content, including information, sounds, text, threatened injury.or damage of any nature or kind to persons or property which would not graphics, or images from a web site of others have occurred in whole or in part but for the displayed within a frame or border on your web "asbestos hazard` site; or (4) Computer code, software or programming used (b) Arise out of any request, demand, order or to enable: statutory or regulatory requirement that any insured or others test for, monitor, clean up, (a) Your web site; or remove, encapsulate, contain, treat, detoxify (b) The presentation or functionality of an or neutralize or in arty way respond to or "advertisement" or other content on your assess the effects of an "asbestos hazard' web site, or q, Right Of.PrivaCy Created By Statute. (c) Arise out of any claim or, suit for damages . "Personal and advertising injury" arising because of testing for, monitoring, cleaning out of the up, removing, encapsulating, Containing, violation of a person's right of.privacy created by treating, detoxifying or neutralizing or in any . any state or federal act, way responding to or.assessing the effects However, this exclusion does not apply to liability of an"asbestos hazard". for damages that the insured would have in the COVERAGE C MEDICAL PAYMENTS absence of such state or federal act. e. Violation Of Anti-Trust law t, Insuring Agreement a. We will pay medical expenses as described below "Personal and advertiting injury„ arising out of .a for"bodily injury"caused by an accident: violation of any anti-trust law, s. Securities (1) on premises you own or rent; "Personal and advertising injury" arising out of the (2) on ways next to premises you own or rent;or fluctuation in price or value of any stocks, bonds or t3) Because of your operations; other securit€es. provided that: t. Discrimination Or Humiliation (1) The accident takes place in the "coverage "Personal and advertising injury" arising .out of territory"and during the policy period; discrimination or humiliation committed by or at the (2) The expenses are incurred and reported to us direction of any "executive officer", director, within three years of the date of the accident; stockholder, partner or member of the insured, and u. Employment-Related Prat#ices (3) The Injured person submits to examination, at "Personal and advertising injury"to: our expense, by physicians of our choice as (1) A person arising out of any "employment often as we reasonably require. related practices"; or 14G 00 01.06 06 Rage 7 of 18 necessary litigation expenses incurred by us. and However, none of these "employees" or"volunteer necessary litigation expenses incurred by the workers"are insureds for: indemnitee at our request will be paid as (1) „Bodily injury" or "personal' 'and advertising Supplementary Payments. Notwithstanding the injury": provisions of Paragraph 2.b.(2) of Section . 1. -- (a) To you, to your partners or members (if you Coverage A — Bodily injury And property Damage Liability, such payments will not be deemed to be are a partnership or joint venture), to your barnages.for"bodily,injury"and"proRt erty damage"and members o you are a limited liability will not reduce the limits of insurance. company),. to a co-"employee" while in the course of his or her employment or Our obligation to defend an insured's indemnitee and performing duties related to the conduct of to pay for attorneys' fees and necessary litigation your business, or to your other "volunteer expenses as Supplementary Payments ends whet: workers" while performing duties related to a.. We have used up the applicable limit of insurance the conduct of yau'r business; in the paymerit of judgments or settlements, or (b). To the spouse,child, parent, brother or sister b. The conditions set forth above, or the terms of the of that co-"employee" or that "volunteer agreement described in.Paragraph f.above, are no worker" as a conse.q.ueni a of Paragraph longe. Diet. (1)(a)above; SECTION u--wHo IS AN INSURED (c) For which there is any obligation to share 1. if you are designated in the Declarations as.: damages with or repay someone else who a. An individual, you and your spouse are insureds, must pay damages because of the injurydescribed in paragraphs(1)(a)or(b) above; but only with respect to the conduct of a business or of which you are the sole owner. artrrershi or Dint venture, you are an insured.. (d). Arising out of his or her providing or failing to b. A p p j provide professional health care services. Your member's, your partners, and their spouses If you are not in the business of providing are also insureds, but only with respect to the conduct of your business. professional health care services, Waragraph (d) does not apply to -any nurse, emergency c. A lirrriled liiabiliity company, you are an insured. medical technician or paramedic employed by Your members are also insureds, but only with you to provide such services. respect to the conduct of your business. Your managers are insureds, but only with respect to (2) "Property damage"to property: their duties_as your managers. (a) Owned, occupied or used by, d, An organization other than a partnership, joint (b) rented to in the care, custody or control of, venture or limited liability company, you are an or over which physical control I$ being Insured. Your"executive officers"and directors are exercised for any purpose by insureds, but. only with respect to their duties as you, any of your "employees", "volunteer your officers or d'[rectors. Your stockholders are workers", .any partner or member (if you are a also insureds, but only with respect to their liability partnership or joint venture), pr any member (if as stockholders, you are a limited liability company), e. A trust, you are an insured, Your trustees are also b. Real Estate Manager insureds, but only with respect to their duties as Any person (other than your "employee" or trustees: "volunteer worker"), or any organization while 2. Each of the following is also an insured: acting as your real estate manager. a. Employees and Volunteer workers c. Temporary Custodians of Your Property Your "volunteer workers" only while performing Any person or organization having proper duties related to the conduct of your business, or temporary custody of your property if you die, but your"employees' other than either your"executive only: officers" (if you are an organization other than a partnership, joint; venture or limited liability ('I) With respect to liability arising out of the company) or your managers (if you are a limited maintenance or use of that property; and liability company.), but only for acts within the scope (2) Until your legal representative has been of their employment by you or while performing appointed. duties related to the conduct of your lousiness. d. Legal Representative If You Die Your legal representative if you die, but only with respect to duties as such. That representative will HG 00 01 06 05 Page 9 of 18 (b) Any express warranty unauthorized by you, c. lessors of Land or Premises (c) Any physical or chemical change in the Any person or organization from whom you lease product made intentionally by the vendor; land or premises, but only with respect to liability "(d) Repackaging, except when unpacked solely arising out of the ownership, maintenance or use of for the purpose of inspection, demonstration, that part of the land or premises leased to you. testing, or the substitution of parts under With respect to the insurance afforded these Instructions from the manufacturer, and then additional insureds the following additional repackaged in the original container; exclusions apply: (e) Any failure to make such inspections, This insurance does not apply to: adjustments,tests or servicing as the vendor 1. Any "occurrence" which takes place after you has agreed to make or normally undertakes cease to lease that land;or to.make in the usual course of business, in connection with the distribution or sale of the 2. Structural alterations, new construction or products; demolition operations performed by or on behalf of such person or organization. (f) Demonstration, installation, servicing or repair operations; except such operations d. Architects, Engineers or Surveyors performed at the vendor's premises in Any architect, engineer, or surveyor, -but only with connection with the sale of the product; respect to liability for "bodily injury", "property (g) Products which, after distribution or sale by damage" or "personal and advertising injury" you, have been labeled or relabeled or used caused, in whole or in part, by your acts or as a container, part or Ingredient of any omissions or the acts or omissions of those acting other thing or substance by or for the on your behalf: vendor;or 1 (1) In connection with your premises;or (h) "8odlly injury" or "property damage" arising (2) In the performance of your ongoing operations out of the sole negligence of the vendor for performed'.by you or on your behalf, its own ants or omissions or those of its With respect to the insurance afforded these employees or anyone else acting on its additional insureds, the following additional behalf. However, this exclusion does not exclusion applies: apply to: This insurance does not apply to "bodily Injury„ (f)The exceptions contained in Sub- "property damage" or "personal and advertising paragraphs(d)or(f); or Injury" arising out of the rendering of or the failure (iii) Such inspections, adjustments, -tests or to render any professional services by or for you, servicing as the vendor has agreed to including: make or normally undertakes to make in 1. The preparing, approving, or failing to prepare the usual course of business, in or approve, maps, shop drawings, opinions, connection with the distribution or sale of reports, surveys, field orders, change orders or the products, drawings and specifications;or (2) This insurance does not apply to any insured 2. Supervisory, inspection, architectural or person or organization, from whom you have engineering activities. acquired such products, or any ingredient, part or container, entering into, accompanying or e• SubdPermivisions Issued By State dr Political Subd containing such products, iviisions b. Lessors of Equipment Any state or political subdivision, but only with respect to operations performed by you or on your (1) Any person or organization from whorn you behalf for which the state or political subdivision lease equipment; but only with respect to their has issued a permit. liability. for"bodily inJu ", "property damage" or With respect to the insurance afforded these "personal and advertising Injury" caused, in additional insureds, this insurance does itot apply whole of in part, by your maintenance,op6tation or use of equipment leased to you by such to person or organization. (1) 'Bodily injury", ''property damage" or "personal (2.) With respect to the insurance afforded to these and advertising injury" arising out of operations. additional insureds this insurance does not performed for the state or municipality;or apply to.any "occurrence" which takes place (2) "Bodily injury" or "property damage" included after the equipment lease expires, within the "products-completed operations hazard" HG 00 01 06 08 Page 11 of 18 added as an additional insured. on your policy, the (3) Cooperate with us in the investigation or most we will pay on behalf of such additional insured is settlement of the claim or defense against the the lesser of: „suit"; and a. The limits of insurance specified in the written (4) Assist us, upon our request, in the enforcement of contract or written agreement; or any right against any person or organization which b. The Limits of Insurance shown in the Declarations., may be liable to the insured because of injury or Such amount shall be a part of and not in addition to damage to which this insurance may also apply. Limits of Insurance shown in the Declarations and d. Obligations At The Insureds Oven Cost described in this Section. No insured will, except at that insured's own cost, The Limits of Insurance of this Coverage Part apply voluntarily make a payment, assume any separately to each consecutive annual period and to any obligation, or incur any expense, other than for first remaining period of less than 12 months, starting with the aid,without our consent. beginning of the policy period shown in the Declarations, s. Additional Insureds Other Insurance . unless the policy period is extended after Issuance for an If we cover a claim or "suit" under this Coverage additional period of less than 12 months. In that case, the Pad that may also be covered by other insurance additional period will be deemed part of the last preceding available to an additional insured, such additional period for purposes of determining the Limits of Insurance. insured most submit such claim or "su€t" to the SECTION IV — COMMERCIAL GENERAL LIABILITY other insurer for defense and indemnity. CONDITIONS However, this provision does not apply to the 1. Bankruptcy extent that you have agreed in a written contract or Bankruptcy or Insolvency of the insured or of the written agreement that this insurance Is primary insured's estate will not relieve us of our obligations anal non-contributory with the additional Irlsured's own Insurance. under this Coverage Part. 2. Duties-in The Event Of Occurrence, Offense, Claire � Knowledge Of An Occurrence, Offense, Claim Or Stolt Or Suit a. Notice Of Occutience Or Offense. Paragraphs a. and b. apply to you or to any additional insured only when such "occurrence", You or any additional insured must see to it that we offense,claim or"suit"is known to: are .notified as soon as practicable of an "occurrence" or an offense which may result in a (1) You or any additional insured that is an claim.To the extent possible, notice should Include: individual; (1) How, when and where the "occurrence" or (2) Any partner, if you or an additional insured is a offense took place; partnership; (2) The naives and addresses of any injured (3) Any manager, if you or an additional insured is a. persons and witnesses; and limited liability company; (3) The nature and location of any injury or damage (a) Any"'executive aff€cer"or insurance manager, if arising out of the"occurrence"or offense. you or an additional insured is a corporation; b.. Notice Of Claim (5) Any trustee, if you or an additional insured is a If a claim is made or "suit" is brought against any trust;or insured,you or any additional insured must: (6) Any effected or appointed official, if you or an (1) Irhmediately record the specifics of the claim or additional insured. Is a political subdivision or public entity. "suit"and the date received;and This duty applies separately to you and any additional (2) Notify us at.soon as practicable. insured. You or any additional insured must see to it that we 3. Legal Action Against Us receive written notice of the claim or"su€t" as soon as practicablo. No person or organization has a right under this c. Assistance And Cooperation Of The Insured Coverage Part: a. To join us as a party or otherwise bring us. into a You and any other,involved insured must: "suit"asking for damages from an insured; or (1) Immediately send us copies of any demands, b. To sue us on this Coverage Part unless all of its notices, summonses or legal papers received in terms have been fully compiled with. connection with the claim or"suit"; A person or.organization may sue us to recover on an (2) Authorize us to obtain records and other agreed settlement or on a final judgment against an information; Insured; but we will not be liable for damages that are not payable under the terms of this Coverage Part or HG 00 01 06 06 Page 43 of 18 if any of the other insurance does not permit insured will bring"suit" or transfer those rights to us contribution by equal shares, we will contribute by and help us enforce them. limits. Under this method, each insurer's share is b, Waiver Of bights Of Recovery (Waiver Of based on the ratio of its applicable limit of Subrogation) insurance to the total applicable limits of insurance of all insurers. if the insured has waived any rights of recovery Audit against any person or organization for all or part of . Premium any payment, including Supplementary Payments, a. We will compute all premiums for this Coverage we have made under this Coverage Part, we also Part in accordance with our Nies and rates, waive that right, provided the insured waived their b. Premium shown in this Coverage Part as advance rights of recovery against such person or premium is a deposit premium only. At the close of organization In a contract, agreement or,permit that each audit period we will compute the earned was executed prior to the injury or damage. premium for that period and send notice to the first 9. When We Do Not Renew .Named Insured. The due date for audit and If we decide not to renew this Coverage Part, we will retrospective premiums Is the date shown as the mail or deliver to the first Named Insured shown in the due date.on the bill. If the sum of the advance and Declarations written notice of the nonrenewal not less audit premiums paid for the policy period is greater than 30 days trefore the Ocpiration date. than the earned premium, we will return the excess If notice is mailed, proof of mailing will be sufficient to the first Named Insured. proof of notice. c. The first Named Insured must keep records of the SECTION V- DEi"INITIOW information we need for premium computation, and send us copies at sudh times as we may request. 1. "Advertisement" means the widespread public 6. Representations dissemination of information or images that has the purpose of inducing the sale of goods, products or a. Witert.You Accept This Policy purpose through; By-accepting this policy,you agree; a. ('I) radia; (9) The statements in the Declarations are accurate (2) Television; and complete; (3) Billboard; (2) Those statements are based upon representations you made to us; and (4) Magazine; (3) We have issued this policy in reliance upon your ( ) Newspaper,or representations.. b. Any other publication that is .given widespread b. unintentional Failure To Disclose Hazards public distribution. if unintentionally you should fall to disclose all However, "advertisement''does not include: hazards relating to the conduct of your business a, The design, printed material, information or images that exist at the inception date of this Coverage contained in, on or upon the packaging or labeling Part, we shall not deny coverage under this of any goods or products; or Coverage Part because of such failure. b. An interactive conversation between or among 7. Separation Of Insureds persons through a computer network. Except with respect to the Limits of Insurance,and any 2. "Advertising idea" means any idea for an rights or duties specifically assigned in this Coverage "advertisement". Part to the first:Named Insured,this insurance applies: 3. "Asbestos hazard" means an exposure or threat of a. As if each Named insured were the only Named exposure to the actual or alleged properties of Insured; and asbestos and includes the mere presence of asbestos, b. Separately to each insured against whore claim is in any form. made or"suit"is brought. 4. "Auto"means a land motor vehicle,trailer or semitrailer 8. Transfer Of Rights Of Recovery Against Others To designed for travel on public roads,« including any attached machinery or equipment. But auto does not aS Transfer of Rights Of Recovery include"mobile equipment". If the insured has rights to recover all or part of any S. "Bodily injury"means physical; payment, Including Supplementary Payments, we a. Injury; have inade under this Coverage Part, those rights b. Sickness;or are transferred to us. The insured must do nothin-g c.. Disease after loss 'to impair them. At our request, the sustained by a person and: if arising out of the above, mental anguish or death at any time, HC 00 01 06 05 Page 15 of 18 b. While it is In or on an aircraft, watercraft or"auto"; 16."Occurrence" means an accident, including continuous or or repeated exposure to substantially the same general c. While it is being moved from an aircraft, watercraft harmful conditions. or"auto"to the place where it is finally delivered; 17."Persbnal and advertislhg injury" means injury, but "loading or unloading" does not include the including consegUerltlal "bodily injury" arising out of movement of property by means of a mechanical one or more of the following offenses: device, other than a hand truck, that is not attached to a. False arrest, detention or imprisonment; the aircraft,watercraft or"auto". b. Malicious prosecution; 15."Mobile equipment" means any of the following types c. The wrongful eviction from, wrongful entry into, or of land vehicles, Including any attached machinery or invasion of the right of private occupancy of a room, equipment: dwelling or premises that a person occupies, a. Bulldozers, farm machinery, forklifts and other committed by or on behalf df its owner, landlord or vehicles designed for use principally off public lessor; roads; d. Oral, written or electronic publication -of material b. Vehicles maihtained for use solely on or next to that slanders or libels a person or organization or premises you own or rent; disparages a person's or organization's goons, c.. Vehicles that travel on crawler treads; products or services; A. Vehicles, whether self-propelled or not, maintained e. Oral, written or electronic publication of material primarily to provide mobility to permanently that violates a person's right of privacy; mounters: f. Copying, in your "advertisement", a person's or (1) Power cranes, shovels, loaders, diggers or organization's "advertising idea" or style of drills;or "advertisement"; (2) Road construction or resurfacing equipment a. Infringement of copyright, slogan, or title of any such as graders, scrapers or rollers; literary or artistic work, in your"advertisement"; or e. Vehicles not described in a., b., c. or d. above that h. Discrimination or humiliation that results in injury to are not self-propelled and are maintained primarily the feelings or reputation of a natural person. to provide mobility to permanently attached 1S."Pollutants" mean any solid, liquid, gaseous or thermal equipment of the following types: irritant or contaminant, including smoke, vapor, soot, (1) Air compressors, pumps and generators, fumes, acids, alkalis, chemicals and waste. Waste including spraying, welding, building cleaning, includes materials to be recycled., reconditioned or geophysical exploration, lighting and well reclaimed. servicing equipment; or 1J."Prod ucts-completed operations hazard (2) Cherry pickers.and similar devices used to raise a. Includes all "bodily injury" and "property damage" or lower workers; occurring away from premises you own or rent and f. Vehicles not described in a., b., c. or d. above arising out of"your product"or"your work"exdept: maintained primarily for purposes other than the (1) Products that are still in your physical transportation of.persons or cargo. possession; or However, self-propelled vehicles with the following (2) Work that has not yet been completed or types of permanently attached equipfent are not abandoned_ However, "your work" will be mobile equlpMenfi but will be considered "autos': deemed completed at the earliest of the (1) Equipment, of at least 1,000 pounds gross 'following times: vehicle Weight,designed primarily for: (a) When all of the work called for in your (a) Snow removal; contract has been completed. (b) Road maintenance, but not construction or (b) When all of the work to be done at the job resurfacing; or site has been completed if your contract (c) Street cleaning; calls for work at more than one job site. (2) Cherry pickers and,similar devices mounted on (c) When that part of the work done at a job site automobile or truck chassis and used to raise or has been put to Its intended use by any lower workers;and person or organization other than another contractor or subcontractor working on the (3) Air compressors, pumps and generators, same project. including .spraying, welding, building cleaning, Work that may need service, maintenance, geophysical exploration, lighting and well correction, repair or replacement, but Which is servicing equipment, otherwise complete, will be treated as completed. HG 00 01 06 05 Rage 17 of 18 sr THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. TEXAS WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT Policy Number: 37 WEAAB4LTJ Endorsement Number: Effective pate: 0:8101.118 Effective hour is the same as stated on the Information Page of the policy. Named Insured and Address: CUTLER REPAVING INC 921 E 27TH ST LAWRENCE KS 6604.6 This endorsement applies only to the insurance provided respect to bodily injury arising out of the operations by the policy because Texas is shown in Item 3.A, of the described in the Schedule where you are required by a Information Page. written contract to obtain this waiver from as. We have the right to recover our payments from anyone This endorsement shall not operate directly or Indirectly liable for an injury covered by this policy. We will not to benefit anyone not named 1h the Schedule. enforce our right against the person or organization The premium for this endorsement is shown in the named in the Schedule, but this waiver applies only with Schedule. Schedule 1. ( ) Special 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 preMi.um..charge for this endorsement shall be 2 percent of the premium developed on payroll in .connection with work performed for the above persons)or organization(s)arising out of the operations described. 4. Advance Premium: Form WC 42 03 04 B Printed in U.S.A. Process Date: 08/02/18 Policy Expiration pate:08/01/19 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTFI STANDARD CONSTRUCTION SPECIFICATION DOCUMPM Revision:Febnkvy2,2016 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............................................................................................................................11 Article 4—Availability of Lands; Subsurface and Physical Conditions;Hazardous Environmental Conditions;Reference Points...........................................................................................................1 l 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 Article5—Bonds and Insurance .....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance,Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance.............................................................................................................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6—Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy2,2016 Article 10-Changes in the Work; Claims; Extra Work................................................................................38 10.01 Authorized Changes in the Work...............................................................................................38 10.02 Unauthorized Changes in the Work...........................................................................................39 10.03 Execution of Change Orders.......................................................................................................39 10.04 Extra Work..................................................................................................................................39 10.05 Notification to Surety..................................................................................................................39 10.06 Contract Claims Process.............................................................................................................40 Article 11 -Cost of the Work; Allowances;Unit Price Work;Plans Quantity Measurement......................41 11.01 Cost 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.............................................................................................................57 15.02 City May Terminate for Cause...................................................................................................58 15.03 City May Terminate For Convenience.......................................................................................60 Article16-Dispute Resolution......................................................................................................................61 16.01 Methods and Procedures.............................................................................................................61 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febamy2,2016 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. S. Bidding Documents—The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements—The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day– A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw–City's on-line, electronic document management and collaboration system. 12. Calendar Day–A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febakdy2,2016 007200-1 GENERAL CONDITIONS Page 3 of 63 25. Damage Claims — A demand for money or services arising from the Project or Site from a third party,City or Contractor exclusive of a Contract Claim. 26. Day or day—A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth,Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant,or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant,or agents. 30. Director of Transportation Public Warks — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative,assistant, or agents. 31. Director of Water Department— The officially appointed Director of the Water Department of the City of Fort Worth, Texas,or his duly appointed representative, assistant, or agents. 32. Drawings—That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 33. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, but if no such date is indicated, it means the date on which the Agreement is signed and delivered by the last of the two parties to sign and deliver. 34. Engineer—The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the City. 35. Extra Work — Additional work made necessary by changes or alterations of the Contract Documents or of quantities or for other reasons for which no prices are provided in the Contract Documents. Extra work shall be part of the Work. 36. Field Order—A written order issued by City which requires changes in the Work but which does not involve a change in the Contract Price, Contract Time, or the intent of the Engineer. Field Orders are paid from Field Order Allowances incorporated into the Contract by funded work type at the time of award. 37. Final Acceptance — The written notice given by the City to the Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februmy2,2016 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 • 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 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: I. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or(c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmmy2,2016 00 72 00-1 GENERAL.CONDITIONS Page 11 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. Files in electronic media format of text, data, graphics, or other types are furnished only for the convenience of the receiving party. Any conclusion or information obtained or derived from such electronic files will be at the user's sole risk. If there is a discrepancy between the electronic files and the hard copies,the hard copies govern. B. When transferring documents in electronic media format, the transferring party makes no representations as to long term compatibility, usability, or readability of documents resulting from the use of software application packages, operating systems, or computer hardware differing from those used by the data's creator. ARTICLE 4—AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS; REFERENCE POINTS 4.01 Availability of Lands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 1. The City has obtained or anticipates acquisition of and/or access to right-of-way, and/or easements. Any outstanding right-of-way and/or easements are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding right-of-way, and/or easements. 2. The City has or anticipates removing and/or relocating utilities, and obstructions to the Site. Any outstanding removal or relocation of utilities or obstructions is anticipated in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding utilities or obstructions to be removed, adjusted, and/or relocated by others. B. Upon reasonable written request, City shall furnish Contractor with a current statement of record legal title and legal description of the lands upon which the Work is to be performed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: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 the examination of the Contract Documents or the Site; or 3. Contractor failed to give the written notice as required by Paragraph 4.03.A. 4.04 Underground Facilities A. Shown or Indicated.• The information and data shown or indicated in the Contract Documents with respect to existing Underground Facilities at or contiguous to the Site is based on information and data furnished to City or Engineer by the owners of such Underground Facilities, including City, or by others. Unless it is otherwise expressly provided in the Supplementary Conditions: 1. City and Engineer shall not be responsible for the accuracy or completeness of any such information or data provided by others; and 2. the cost of all of the following will be included in the Contract Price, and Contractor shall have full responsibility for: a. reviewing and checking all such information and data; b. locating all Underground Facilities shown or indicated in the Contract Documents; c. coordination and adjustment of the Work with the owners of such Underground Facilities,including City, during construction; and d. the safety and protection of all such Underground Facilities and repairing any damage thereto resulting from the Work. B. Not Shown or Indicated: 1. if an Underground Facility which conflicts with the Work is uncovered or revealed at or contiguous to the Site which was not shown or indicated, or not shown or indicated with reasonable accuracy in the Contract Documents, Contractor shall, promptly after becoming aware thereof and before further disturbing conditions affected thereby or performing any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnmy 2,2016 007200-1 GENERAL CONDITIONS Page 15 of 63 construction to be employed by Contractor and safety precautions and programs incident thereto; or 2, other data, interpretations, opinions and information contained in such reports or shown or indicated in such drawings; or 3. any Contractor interpretation of or conclusion drawn from any "technical data" or any such other data,interpretations,opinions or information. C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers,or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action,if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work; or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City,from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06.G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fe6►uary2,2016 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnimy2,2016 007200-1 GENERAL CONDITIONS Page 19 of 63 insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy,unless the City approves such exclusions in writing. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project (if identified in the Supplementary Conditions). C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non-owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the requirements identified in the Supplementary Conditions. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 5.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 6—CONTRACTOR'S RESPONSIBILITIES 6.01 Supervision and Superintendence A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods,techniques, sequences, and procedures of construction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fcbnimy 2,2016 007200-1 GENERAL CONDITIONS Page 21 of 63 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier,except as otherwise may be provided in the Contract Documents. D. All items of standard equipment to be incorporated into the Work shall be the latest model at the time of bid,unless otherwise specified. 6.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.07 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.07 and the General Requirements) proposed adjustments in the Project Schedule that will not result in changing the Contract Time. Such adjustments will comply with any provisions of the General Requirements applicable thereto. 2. Contractor shall submit to City a monthly Project Schedule with a monthly progress payment for the duration of the Contract in accordance with the schedule specification 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. fa. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength,and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Ceh►uwy2,2016 00 72 00-1 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 indemn6 and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.B. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents (or in the provisions of any other direct contract with City) resulting from the acceptance of each proposed substitute. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or-equal"at Contractor's expense. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmmy2,2016 007200-1 GENERAL CONDITIONS Page 25 of 63 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity;nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. F. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. G. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. H. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of the Contract Documents for the benefit of City. 6.07 Wage Rates A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs,pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Fd mary2,2016 00 72 00-1 GENERAL CONDITIONS Page 27 of 63 the incorporation in the Work of any invention, design,process,product, or device not specified in the Contract Documents. 6.09 Permits and Utilities A. Contractor obtained permits and licenses. Contractor shall obtain and pay for all construction permits and licenses except those provided for in the Supplementary Conditions or Contract Documents. City shall assist Contractor, when necessary, in obtaining such permits and licenses. Contractor shall pay all governmental charges and inspection fees necessary for the prosecution of the Work which are applicable at the time of opening of Bids, or, if there are no Bids, on the Effective Date of the Agreement, except for permits provided by the City as specified in 6.09.B. City shall pay all charges of utility owners for connections for providing permanent service to the Work. B. City obtained permits and licenses. City will obtain and pay for all permits and licenses as provided for in the Supplementary Conditions or Contract Documents. It will be the Contractor's responsibility to carry out the provisions of the permit. If the Contractor initiates changes to the Contract and the City approves the changes, the Contractor is responsible for obtaining clearances and coordinating with the appropriate regulatory agency. The City will not reimburse the Contractor for any cost associated with these requirements of any City acquired permit. The following are permits the City will obtain if required: 1. Texas Department of Transportation Permits 2. U.S.Army Corps of Engineers Permits 3. Texas Commission on Environmental Quality Permits 4. Railroad Company Permits C. Outstanding permits and licenses. The City anticipates acquisition of and/or access to permits and licenses. Any outstanding permits and licenses are anticipated to be acquired in accordance with the schedule set forth in the Supplementary Conditions. The Project Schedule submitted by the Contractor in accordance with the Contract Documents must consider any outstanding permits and licenses. 6.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Februmy2,2016 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 indemnify and hold harmless City,from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.1.3 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febma+y 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 STANDARD CONSTRUCT ON SPECIFICATION DOCUMENTS Revision:Febnimy2,2016 007200-1 GENERAL CONDITIONS Page 33 of 63 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2, recommendation or payment by City of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection,test,or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.13. The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IFS SPECIFICAJJA) INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT lS ALLEGED OR PROVEN THAT ALL OR SOME OF THF DAMAGES BEING SOUGM WERE CAUSED. WHOLE OR IN PART BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all Ioss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS I1�IDE IFIL TIO PROM IO I CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:FebnL9ffy2,20 i6 00 72 00-1 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 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 Juan Pablo De La Cruz, or his/her successor pursuant to written notification from the Director of < insert managing department here>. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmaty 2,2016 007200-1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract _ Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or(iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmary2,2016 007200-1 GENERAL CONDITIONS Page 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.B, necessarily incurred and paid by Contractor in the proper performance of the Work. When the value of any Work covered by a Change Order, the costs to be reimbursed to Contractor will be only those additional or incremental costs required because of the change in the Work. Such costs shall not include any of the costs itemized in Paragraph 11.0 LB, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55%markup,or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMIINTS Revision:Febnoy 2,2016 00 72 00-1 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 11.0 I.A.I or specifically covered by Paragraph 11.0 LAA, 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 11.0l.A and 11.01.B, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre-bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febrmy2,2016 007200-1 GENERA.CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 5. When the quantity of work to be done under any Major Item of the Contract is more than 125% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price on the portion of the work that is above 125%. 6. When the quantity of work to be done under any Major Item of the Contract is less than 75% of the original quantity stated in the Contract, then either party to the Contract may request an adjustment to the unit price. 11.04 Plans Quantity Measurement A. Plans quantities may or may not represent the exact quantity of work performed or material moved, handled, or placed during the execution of the Contract. The estimated bid quantities are designated as final payment quantities,unless revised by the governing Section or this Article. B. If the quantity measured as outlined under "Price and Payment Procedures" varies by more than 25% (or as stipulated under "Price and Payment Procedures" for specific Items) from the total estimated quantity for an individual Item originally shown in the Contract Documents, an adjustment may be made to the quantity of authorized work done for payment purposes. The party to the Contract requesting the adjustment will provide field measurements and calculations showing the final quantity for which payment will be made. Payment for revised quantity will be made at the unit price bid for that Item, except as provided for in Article 10. C. When quantities are revised by a change in design approved by the City, by Change Order, or to correct an error, or to correct an error on the plans, the plans quantity will be increased or decreased by the amount involved in the change, and the 25% variance will apply to the new plans quantity. D. If the total Contract quantity multiplied by the unit price bid for an individual Item is less than $250 and the Item is not originally a plans quantity Item, then the Item may be paid as a plans quantity Item if the City and Contractor agree in writing to fix the final quantity as a plans quantity. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnoy2,2016 007200-I GENERAL CONDITIONS Page 49 of 63 3. Any amounts owed for any retest under this Section 13.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue Final Payment until the Testing Lab is paid. E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. F. Uncovering Work as provided in Paragraph 13.03.E shall be at Contractor's expense. G. Contractor shall have the right to make a Contract Claim regarding any retest or invoice issued under Section 13.03 D. 13.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. B. If City considers it necessary or advisable that covered Work be observed by City or inspected or tested by others, Contractor, at City's request, shall uncover, expose, or otherwise make available for observation, inspection, or testing as City may require, that portion of the Work in question, furnishing all necessary labor,material,and equipment. L If it is found that the uncovered Work is defective, Contractor shall pay all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such uncovering, exposure, observation, inspection, and testing, and of satisfactory replacement or reconstruction (including but not limited to all costs of repair or replacement of work of others); or City shall be entitled to accept defective Work in accordance with Paragraph 13.08 in which case Contractor shall still be responsible for all costs associated with exposing,observing, and testing the defective Work. 2. If the uncovered Work is not found to be defective, Contractor shall be allowed an increase in the Contract Price or an extension of the Contract Time, or both, directly attributable to such uncovering, exposure, observation,inspection,testing,replacement, and reconstruction. 13.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUN ENTS Revision:Febnkvy2,2016 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision;Febnkuy Z 2016 00 72 00-1 GENERAL CONDITIONS Page 53 of 63 B. Review of Applications: 1. City will, after receipt of each Application for Payment, either indicate in writing a recommendation of payment or return the Application to Contractor indicating reasons for refusing payment. In the latter case, Contractor may make the necessary corrections and resubmit the Application. 2. City's processing of any payment requested in an Application for Payment will be based on City's observations of the executed Work, and on City's review of the Application for Payment and the accompanying data and schedules,that to the best of City's knowledge: a. the Work has progressed to the point indicated; b. the quality of the Work is generally in accordance with the Contract Documents (subject to an evaluation of the Work as a functioning whole prior to or upon Final Acceptance, the results of any subsequent tests called for in the Contract Documents, a final determination of quantities and classifications for Work performed under Paragraph 9.05, and any other qualifications stated in the recommendation). 3. Processing any such payment will not thereby be deemed to have represented that: a. inspections made to check the quality or the quantity of the Work as it has been performed have been exhaustive, extended to every aspect of the Work in progress, or involved detailed inspections of the Work beyond the responsibilities specifically assigned to City in the Contract Documents; or b. there may not be other matters or issues between the parties that might entitle Contractor to be paid additionally by City or entitle City to withhold payment to Contractor, or c. Contractor has complied with Laws and Regulations applicable to Contractor's performance of the Work. 4. City may refuse to process the whole or any part of any payment because of subsequently discovered evidence or the results of subsequent inspections or tests, and revise or revoke any such payment previously made, to such extent as may be necessary to protect City from loss because: a. the Work is defective, or the completed Work has been damaged by the Contractor or his subcontractors,requiring correction or replacement; b. discrepancies in quantities contained in previous applications for payment; c. the Contract Price has been reduced by Change Orders; d. City has been required to correct defective Work or complete Work in accordance with Paragraph 13.09; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febmity2,2016 00 72 00-1 GENERAL CONDITIONS Page 55 of 63 14.04 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 14.05 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. B. No time charge will be made against the Contractor between said date of notification of the City and the date of Final Inspection. Should the City determine that the Work is not ready for Final Inspection, City will notify the Contractor in writing of the reasons and Contract Time will resume. 14.06 Final Acceptance Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febaimy2,20I6 007200-1 GENERAL.CONDITIONS Page 57 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or fiarnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15—SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision;Febnaary2,2016 00 72 00-1 GENERAL CONDITIONS Page 59 of 63 obligations, then City, without process or action at law, may take over any portion of the Work and complete it as described below. a. If City completes the Work, City may exclude Contractor and Surety from the site and take possession of the Work, and all materials and equipment incorporated into the Work stored at the Site or for which City has paid Contractor or Surety but which are stored elsewhere, and finish the Work as City may deem expedient. 3. Whether City or Surety completes the Work, Contractor shall not be entitled to receive any further payment until the Work is finished. If the unpaid balance of the Contract Price exceeds all claims, costs, losses and damages sustained by City arising out of or resulting from completing the Work, such excess will be paid to Contractor. If such claims, costs, losses and damages exceed such unpaid balance, Contractor shall pay the difference to City. Such claims, costs, losses and damages incurred by City will be incorporated in a Change Order, provided that when exercising any rights or remedies under this Paragraph, City shall not be required to obtain the lowest price for the Work performed. 4. Neither City, nor any of its respective consultants, agents, officers, directors or employees shall be in any way liable or accountable to Contractor or Surety for the method by which the completion of the said Work, or any portion thereof, may be accomplished or for the price paid therefor. 5. City, notwithstanding the method used in completing the Contract, shall not forfeit the right to recover damages from Contractor or Surety for Contractor's failure to timely complete the entire Contract. Contractor shall not be entitled to any claim on account of the method used by City in completing the Contract. 6. Maintenance of the Work shall continue to be Contractor's and Surety's responsibilities as provided for in the bond requirements of the Contract Documents or any special guarantees provided for under the Contract Documents or any other obligations otherwise prescribed by law. C. Notwithstanding Paragraphs 15.02.13, 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision;Febnny2,2016 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. V the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless,within that time period,City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCnON SPECIFICATION DOCUMENTS Revision:Febmary2,2016 00 72 00-1 GENERAL CONDITIONS Page 63 of 63 17.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 17.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision:Febnkuy 2,2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 6 1 SC-4.01A.2,"Availability of Lands" 2 3 Utilities or obstructions to be removed,adjusted,and/or relocated 4 5 The following is list of utilities and/or obstructions that have not been removed,adjusted,and/or relocated 6 as of Monday July 9,2018 TARGET DATE OF EXPECTED UTILITY AND LOCATION ADJUSTMENT OWNER NONE -----..............--.........--------..._............_ --------------..........................................---...........................—.........._._......... 8 The Contractor understands and agrees that the dates listed above are estimates only,are not guaranteed, 9 and do not bind the City. 10 1 I SC-4.02A.,"Subsurface and Physical Conditions" 12 13 The following are reports of explorations and tests of subsurface conditions at the site of the Work: 14 NONE 15 16 The following are drawings of physical conditions in or relating to existing surface and subsurface 17 structures(except Underground Facilities)which are at or contiguous to the site of the Work: 18 NONE 19 20 SC-4.06A.,"Hazardous Environmental Conditions at Site" 21 22 The following are reports and drawings of existing hazardous environmental conditions known to the City: 23 NONE 24 SC-5.03A.,"Certificates of Insurance" 25 26 The entities listed below are"additional insureds as their interest may appear"including their respective 27 officers,directors,agents and employees. 28 29 (1) City 30 (2) Consultant: NONE 31 (3) Other: NONE 32 33 SC-5.04A.,"Contractor's Insurance" 34 35 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 36 coverages for not less than the following amounts or greater where required by laws and regulations: 37 38 5.04A.Workers'Compensation,under Paragraph GC-5.04A. 39 40 Statutory limits 41 Employer's liability 42 $100,000 each accident/occurrence 43 $100,000 Disease-each employee 44 $500,000 Disease-policy limit 45 46 47 48 SC-5.04B.,"Contractor's Insurance" 49 HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22,2016 007300-4 SUPPLEMENTARY CONDITIONS Page 4 of 6 1 1. Where a single railroad company is involved,the Contractor shall provide one insurance policy in 2 the name of the railroad company. However, if more than one grade separation or at-grade 3 crossing is affected by the Project at entirely separate locations on the line or lines of the same 4 railroad company,separate coverage may be required,each in the amount stated above. 5 6 2. Where more than one railroad company is operating on the same right-of-way or where several 7 railroad companies are involved and operated on their own separate rights-of-way,the Contractor 8 may be required to provide separate insurance policies in the name of each railroad company. 9 10 3. If,in addition to a grade separation or an at-grade crossing,other work or activity is proposed on a 1I railroad company's right-of-way at a location entirely separate from the grade separation or at- 12 grade crossing,insurance coverage for this work must be included in the policy covering the grade 13 separation. 14 15 4. If no grade separation is involved but other work is proposed on a railroad company's right-of- 16 way,all such other work may be covered in a single policy for that railroad,even though the work 17 may be at two or more separate locations. 18 19 No work or activities on a railroad company's property to be performed by the Contractor shall be 20 commenced until the Contractor has furnished the City with an original policy or policies of the insurance 2 t for each railroad company named,as required above. All such insurance must be approved by the City and 22 each affected Railroad Company prior to the Contractor's beginning work. 23 24 The insurance specified above must be carried until all Work to be performed on the railroad right-of-way 25 has been completed and the grade crossing,if any,is no longer used by the Contractor. In addition, 26 insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. 27 Such insurance must name the railroad company as the insured,together with any tenant or lessee of the 28 railroad company operating over tracks involved in the Project. 29 30 SC-6.04.,"Project Schedule" 31 32 Project schedule shall be tier 3 for the project. 33 34 SC-6.07.,"Wage Rates" 35 36 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 37 Appendixes: 38 39 Wages Rates adopted 10129/2013 by M&C C-26534 40 484 The following is the prevailing wage rate table(s)applicable to this project and is provided in the 42 Appendixes:GC—6.07,"2013 Prevailing Wage Rates(Highway&Heavy Construction Projects)". 43 44 h s:// ro'ec oint.buzzsa v.com/oortworth ov/Resources/02%20%2OConstruction%2©DocuiiieT, /S ecifi 45 cations/13iv%2000-General%24Condi.tions/CFW°/a20Horizontal%20Wa�e%20Rate%24Table. M ubiic 46 47 htt s:/1 ro'ee oint.buzzsaw.com/fortwoilh ov/Resources/02%20%20Construction%20Documenls/S ecifi 48 cation sfDiv%200o-General%24Conditions/CFW% e 20Vertical%20Wa %20Rate%20Tab1e.PDF? ublic 49 50 SC-6.09.,"Permits and Utilities" 51 52 SC-6.09A.,"Contractor obtained permits and licenses" 53 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 54 1. Fort Worth City Street Use Permit 55 2. TXDOT Permit I1MAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Reviser]January 22,2016 007300-6 SUPPLEMENTARY CONDITIONS Page 6 of 6 Revision Lag DATE NAME SUMMARY OF CHANGE 1/2212016F.Griffin SC-9.01.,"City's Project Representative"wording changed to City's Project Manager. HMAC 2019-1 CITY OF FORT WORTH City project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised January 22,2016 011100-2 SUMMARY OF WORK Page 2 43 1 2. MOBILIZATION AND DEMOBILIZATION SHALL BE SUBSIDIARY TO 2 THIS PROJECT PAY ITEMS,NO SEPARATE PAY,NO PAYMENT WILL BE 3 MADE FOR MOBILIZATION AND DEMOBILIZATION FROM ONE 4 LOCATION TO ANOTHER IN NORMAL PROGRESS OF PERFORMING THE 5 WORK.REMOBILI7ATION PAY ITEM SHALL BE PAID FOR SUSPENSION 6 OF WORK SPECIALLY REQUIRED IN THE CONTRACT DOCUMENTS OR 7 AS REQUIRED BY THE CITY. 8 3. 9 C. Use of Premises 10 1. Coordinate uses of premises under direction of the City. 11 2. Assume full responsibility for protection and safekeeping of materials and 12 equipment stored on the Site. 13 3. Use and occupy only portions of the public streets and alleys,or other public places 14 or other rights-of-way as provided for in the ordinances of the City, as shown in the 15 Contract Documents,or as may be specifically authorized in writing by the City. 16 a. A reasonable amount of tools,materials,and equipment for construction 17 purposes may be stored in such space,but no more than is necessary to avoid 18 delay in the construction operations. 19 b. Excavated and waste materials shall be stored in such a way as not to interfere 20 with the use of spaces that may be designated to be left free and unobstructed 21 and so as not to inconvenience occupants of adjacent property. 22 c. If the street is occupied by railroad tracks,the Work shall be carried on in such 23 manner as not to interfere with the operation of the railroad. 24 1) All Work shall be in accordance with railroad requirements set forth in 25 Division 0 as well as the railroad permit. 26 D. Work within Easements 27 1. Do not enter upon private property for any purpose without having previously 28 obtained permission from the owner of such property. 29 2. Do not store equipment or material on private property unless and until the 30 specified approval of the property owner has been secured in writing by the 31 Contractor and a copy furnished to the City. 32 3. Unless specifically provided otherwise,clear all rights-of-way or easements of 33 obstructions which must be removed to make possible proper prosecution of the 34 Work as a part of the project construction operations. 35 4. Preserve and use every precaution to prevent damage to,all trees,shrubbery,plants, 36 lawns,fences,culverts,curbing,and all other types of structures or improvements, 37 to all water,sewer,and gas lines,to all conduits,overhead pole lines,or 38 appurtenances thereof,including the construction of temporary fences and to all 39 other public or private property adjacent to the Work. 40 5. Notify the proper representatives of the owners or occupants of public or private 41 lands of interest in lands which might be affected by the Work. 42 a. Such notice shall be made at least 48 hours in advance of the beginning of the 43 Work. 44 b. Notices shall be applicable to both public and private utility companies and any 45 corporation,company,individual,or other,either as owners or occupants, 46 whose land or interest in land might be affected by the Work. IIMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 012500-1 SUBSTITUTION PROCEDURES Page 1 o1`4 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 I1 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. inds of material may acceptable substitutions 36 3. Other types of equipment and k 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, HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 4 1 4. No additional contract time will be given for substitution. 2 5. Substitution will be rejected if: 3 a. Submittal is not through the Contractor with his stamp of approval 4 b. Request is not made in accordance with this Specification Section 5 C. In the City's opinion,acceptance will require substantial revision of the original 6 design 7 d. In the City's opinion,substitution will not perform adequately the function g consistent with the design intent 9 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 10 1.7 CLOSEOUT SUBMITTALS [NOT USED] 11 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 12 1.9 QUALITY ASSURANCE 13 A. In making request for substitution or in using an approved product,the Contractor 14 represents that the Contractor: 15 l. 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 1g 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 jNOT 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 HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 013119-1 PRECONSTRUCTION MEETING Page I of 3 1 SECTION 013119 2 PRECONSTRUCTION MEETING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for the preconstruction meeting to be held prior to the start of Work to 7 clarify construction contract administration procedures 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include,but are not necessarily limited to: 11 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 12 2. Division 1—General Requirements 13 1,2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Work associated with this Item is considered subsidiary to the various items bid. 16 No separate payment will be allowed for this Item. 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 HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17,2012 013119-3 PRECONSTRUCTION MEETING Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY[NOT USED] 9 PART 2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION [NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 13 HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised August 17,2012 013120-2 PROJECT MEETINGS Page 2 of 3 1 b. Project Representative 2 c. Other City representatives 3 4. Meeting Schedule 4 a. In general,the neighborhood meeting will occur within the 2 weeks following 5 the pre-construction conference. 6 b. In no case will construction be allowed to begin until this meeting is held. 7 C. Progress Meetings 8 1. Formal project coordination meetings will be held periodically. Meetings will be 9 scheduled and administered by Project Representative. 10 2. Additional progress meetings to discuss specific topics will be conducted on an as- 11 needed basis. Such additional meetings shall include,but not be limited to: 12 a. Coordinating shutdowns 13 b. Installation of piping and equipment 14 c. Coordination between other construction projects 15 d. Resolution of construction issues 16 e. Equipment approval 17 3. The Project Representative will preside at progress meetings,prepare the notes of 18 the meeting and distribute copies of the same to all participants who so request by 19 fully completing the attendance form to be circulated at the beginning of each 20 meeting. 21 4. Attendance shall include: 22 a. Contractor's project manager 23 b. Contractor's superintendent 24 a. Any subcontractor or supplier representatives whom the Contractor may desire 25 to invite or the City may request 26 d. Engineer's representatives 27 e. City's representatives 28 f. Others, as requested by the Project Representative 29 5. Preliminary Agenda may include, 30 a. Review of Work progress since previous meeting 31 b. Field observations,problems,conflicts 32 c. Items which impede construction schedule 33 d. Review of off-site fabrication,delivery schedules 34 e. Review of construction interfacing and sequencing requirements with other 35 construction contracts 36 f. Corrective measures and procedures to regain projected schedule 37 g. Revisions to construction schedule 38 h. Progress,schedule,during succeeding Work period 39 i. Coordination of schedules 40 j. Review submittal schedules 41 k. Maintenance of quality standards 42 1. Pending changes and substitutions 43 in. Review proposed changes for: 44 1) Effect on construction schedule and on completion date 45 2) Effect on other contracts of the Project 46 n. Review Record Documents 47 o. Review monthly pay request 48 p. Review status of Requests for Information HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised July 1,2011 013233-1 PRECONSTRUCTION VIDEO Page 1 of 2 I 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 I —General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment I5 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/aligrunent,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 USEDI 31 1.11 FIELD[SITE] CONDITIONS [NOT USED] 32 1.12 WARRANTY [NOT USED] 33 PART 2- PRODUCTS [NOT USED] CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No_101615 Revised July 1.2011 013233-2 PRECONSTRUCTION VIDEO Page 2 of 2 1 PART 3- EXECUTION[NOT USED] 2 END OF SECTION 3 Revision Log DATE NAME SUMMARY OF CHANGE 4 CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised July 1,2011 013300-2 SUBMITTALS Page 2 of 8 1 c. No extension of time will be authorized because of the Contractor's failure to 2 transmit submittals sufficiently in advance of the Work. 3 d. Make submittals promptly in accordance with approved schedule,and in such 4 sequence as to cause no delay in the Work or in the work of any other 5 contractor. 6 B. Submittal Numbering 7 1. When submitting shop drawings or samples,utilize a 9-character submittal cross- 8 reference identification numbering system in the following manner: 9 a. Use the first 6 digits of the applicable Specification Section Number. 10 b. For the next 2 digits number use numbers 01-99 to sequentially number each 11 initial separate item or drawing submitted under each specific Section number. 12 c. Last use a letter,A-Z,indicating the resubmission of the same drawing(i.e. 13 A=2nd submission,B=3rd submission,C=4th submission,etc.). A typical 14 submittal number would be as follows: 15 16 03 30 00-08-B 17 18 1) 03 30 00 is the Specification Section for Concrete 19 2) 08 is the eighth initial submittal under this Specification Section 20 3) B is the third submission(second resubmission)of that particular shop 21 drawing 22 C. Contractor Certification 23 1. Review shop drawings,product data and samples,including those by 24 subcontractors,prior to submission to determine and verify the following: 25 a. Field measurements 26 b. Field construction criteria 27 c. Catalog numbers and similar data 28 d. Conformance with the Contract Documents 29 2. Provide each shop drawing,sample and product data submitted by the Contractor 30 with a Certification Statement affixed including: 31 a. The Contractor's Company name 32 b. Signature of submittal reviewer 33 c. Certification Statement 34 1) `By this submittal,I hereby represent that I have determined and verified 35 field measurements,field construction criteria,materials,dimensions, 36 catalog numbers and similar data and I have checked and coordinated each 37 item with other applicable approved shop drawings." 38 D. Submittal Format 39 1. Fold shop drawings larger than 8 `/2 inches x 11 inches to 8 %2 inches x 11 inches. 40 2. Bind shop drawings and product data sheets together. 41 3. Order 42 a. Cover Sheet 43 1) Description of Packet 44 2) Contractor Certification 45 b. List of items/Table of Contents 46 c. Product Data/Shop Drawings/Samples/Calculations 47 E. Submittal Content HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised December 20,2012 013300-4 SUBMITTALS Page 4 of 8 1 5) Catalog cuts 2 6) Product photographs 3 7) Standard wiring diagrams 4 8) Printed performance curves and operational-range diagrams 5 9) Production or quality control inspection and test reports and certifications 6 10)Mill reports 7 11)Product operating and maintenance instructions and recommended 8 spare-parts listing and printed product warranties 9 12)As applicable to the Work 10 H. Samples 11 1. As specified in individual Sections,include,but are not necessarily limited to: 12 a. Physical examples of the Work such as: 13 1) Sections of manufactured or fabricated Work 14 2) Small cuts or containers of materials 15 3) Complete units of repetitively used products color/texture/pattern swatches 16 and range sets 17 4) Specimens for coordination of visual effect 18 5) Graphic symbols and units of Work to be used by the City for independent 19 inspection and testing,as applicable to the Work 20 1. Do not start Work requiring a shop drawing,sample or product data nor any material to 21 be fabricated or installed prior to the approval or qualified approval of such item. 22 1. Fabrication performed,materials purchased or on-site construction accomplished 23 which does not conform to approved shop drawings and data is at the Contractor's 24 risk. 25 2. The City will not be liable for any expense or delay due to corrections or remedies 26 required to accomplish conformity. 27 3. Complete project Work,materials,fabrication,and installations in conformance 28 with approved shop drawings,applicable samples,and product data. 29 J. Submittal Distribution 30 1. Electronic Distribution 31 a. Confirm development of Project directory for electronic submittals to be 32 uploaded to City's Buzzsaw site,or another external FTP site approved by the 33 City. 34 b. Shop Drawings 35 1) Upload submittal to designated project directory and notify appropriate 36 City representatives via email of submittal posting. 37 2) Hard Copies 38 a) 3 copies for all submittals 39 b) if Contractor requires more than 1 hard copy of Shop Drawings 40 returned,Contractor shall submit more than the number of copies listed 41 above. 42 c. Product Data 43 1) Upload submittal to designated project directory and notify appropriate 44 City representatives via email of submittal posting. 45 2) Hard Copies 46 a) 3 copies for all submittals 47 d. Samples CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised December 20,2012 013300-6 SUBMITTALS Page 6 of 8 1 a) When returned under this code the Contractor may release the 2 equipment and/or material for manufacture. 3 b. Code 2 4 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 5 the notations and comments IS NOT required by the Contractor. 6 a) The Contractor may release the equipment or material for manufacture; 7 however,all notations and comments must be incorporated into the 8 final product. 9 c. Code 3 10 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is I1 assigned when notations and comments are extensive enough to require a 12 resubmittal of the package. 13 a) The Contractor may release the equipment or material for manufacture; 14 however,all notations and comments must be incorporated into the 15 final product. 16 b) This resubmittal is to address all comments,omissions and 17 non-conforming items that were noted. 18 c) Resubmittal is to he received by the City within 15 Calendar Days of 19 the date of the City's transmittal requiring the resubmittal. 20 d. Code 4 21 1) "NOT APPROVED" is assigned when the submittal does not meet the 22 intent of the Contract Documents. 23 a) The Contractor must resubmit the entire package revised to bring the 24 submittal into conformance. 25 b) It may be necessary to resubmit using a different manufacturer/vendor 26 to meet the Contract Documents. 27 6. Resubmittals 28 a. Handled in the same manner as first submittals 29 1) Corrections other than requested by the City 30 2) Marked with revision triangle or other similar method 31 a) At Contractor's risk if not marked 32 b. Submittals for each item will be reviewed no more than twice at the City's 33 expense. 34 1) All subsequent reviews will be performed at times convenient to the City 35 and at the Contractor's expense,based on the City's or City 36 Representative's then prevailing rates. 37 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 38 all such fees invoiced by the City. 39 c. The need for more than 1 resubmission or any other delay in obtaining City's 40 review of submittals,will not entitle the Contractor to an extension of Contract 41 Time. 42 7. Partial Submittals 43 a. City reserves the right to not review submittals deemed partial,at the City's 44 discretion. 45 b. Submittals deemed by the City to be not complete will be returned to the 46 Contractor,and will be considered"Not Approved"until resubmitted. 47 c. The City may at its option provide a list or mark the submittal directing the 48 Contractor to the areas that are incomplete. CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityProject No. 101615 Revised December 20,2012 013300-8 SUBMITTALS Page 8 of 8 1 PART 2- PRODUCTS [NOT USED] 2 PART 3- EXECUTION [NOT USED] 3 END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.4.K.8.Working Days modified to Calendar Days 5 HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityProjectNo.101615 Revised December 20,2012 013513-2 SPECIAL PROJECT PROCEDURES Page 2 of 8 1 2. Railroad Flagmen 2 a. Measurement 3 1) Measurement for this Item will be per working day. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item 6 will be paid for each working day that Railroad Flagmen are present at the 7 Site. 8 c. The price bid shall include: 9 1) Coordination for scheduling flagmen 10 2) Flagmen 11 3) Other requirements associated with Railroad 12 3. All other items 13 a. Work associated with these Items is considered subsidiary to the various Items 14 bid. No separate payment will be allowed for this Item. 15 1.3 REFERENCES 16 A. Reference Standards 17 1. Reference standards cited in this Specification refer to the current reference i8 standard published at the time of the latest revision date logged at the end of this 19 Specification,unless a date is specifically cited. 20 2. Health and Safety Code,Title 9. Safety, Subtitle A.Public Safety,Chapter 752. 21 High Voltage Overhead Lines. 22 3. North Central Texas Council of Governments(NCTCOG)—Clean Construction 23 Specification 24 1.4 ADMINISTRATIVE REQUIREMENTS 25 A. Coordination with the Texas Department of Transportation 26 1. When work in the right-of-way which is under the jurisdiction of the Texas 27 Department of Transportation(TxDOT): 28 a. Notify the Texas Department of Transportation prior to commencing any work 29 therein in accordance with the provisions of the permit 30 b. All work performed in the TxDOT right-of-way shall be performed in 31 compliance with and subject to approval from the Texas Department of 32 Transportation 33 B. Work near High Voltage Lines 34 1. Regulatory Requirements 35 a. All Work near High Voltage Lines(more than 600 volts measured between 36 conductors or between a conductor and the ground) shall be in accordance with 37 Health and Safety Code,Title 9, Subtitle A,Chapter 752. 38 2. Warning sign 39 a. Provide sign of sufficient size meeting all OSHA requirements. 40 3. Equipment operating within 10 feet of high voltage lines will require the following 41 safety features 42 a. Insulating cage-type of guard about the boom or arm 43 b. Insulator links on the lift hook connections for back hoes or dippers 44 c. Equipment must meet the safety requirements as set forth by OSHA and the 45 safety requirements of the owner of the high voltage lines HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised December 20,2012 013513-4 SPECIAL PROJECT PROCEDURES Page 4 of 8 1 G. Water Department Coordination 2 1. During the construction of this project,it will be necessary to deactivate,for a 3 period of time,existing lines. The Contractor shall be required to coordinate with 4 the Water Department to determine the best times for deactivating and activating 5 those lines. 6 2. Coordinate any event that will require connecting to or the operation of an existing 7 City water line system with the City's representative. 8 a. Coordination shall be in accordance with Section 33 12 25. 9 b. If needed,obtain a hydrant water meter from the Water Department for use 10 during the life of named project. 11 c. In the event that a water valve on an existing live system be turned off and on 12 to accommodate the construction of the project is required,coordinate this 13 activity through the appropriate City representative. 14 1) Do not operate water line valves of existing water system. 15 a) Failure to comply will render the Contractor in violation of Texas Penal 16 Code Title 7,Chapter 28.03 (Criminal Mischief)and the Contractor 17 will be prosecuted to the full extent of the law. 18 b) In addition,the Contractor will assume all liabilities and 19 responsibilities as a result of these actions. 20 H. Public Notification Prior to Beginning Construction 21 1. Prior to beginning construction on any block in the project, on a block by block 22 basis,prepare and deliver a notice or flyer of the pending construction to the front 23 door of each residence or business that will be impacted by construction.The notice 24 shall be prepared as follows: 25 a. Post notice or flyer 7 days prior to beginning any construction activity on each 26 block in the project area. 27 1) Prepare flyer on the Contractor's letterhead and include the following 28 information: 29 a) Name of Project 30 b) City Project No(CPN) 31 c) Scope of Project(Le.type of construction activity) 32 d) Actual construction duration within the block 33 e) Name of the contractor's foreman and phone number 34 f) Name of the City's inspector and phone number 35 g) City's after-hours phone number 36 2) A sample of the`pre-construction notification' flyer is attached as Exhibit 37 A. 38 3) Submit schedule showing the construction start and finish time for each 39 block of the project to the inspector. 40 4) Deliver flyer to the City Inspector for review prior to distribution. 41 b. No construction will be allowed to begin on any block until the flyer is 42 delivered to all residents of the block. 43 1. Public Notification of Temporary Water Service Interruption during Construction 44 1. In the event it becomes necessary to temporarily shut down water service to 45 residents or businesses during construction,prepare and deliver a notice or flyer of 46 the pending interruption to the front door of each affected residcnt. 47 2. Prepared notice as follows: HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Proiect No.101615 Revised December 20,2012 013513-6 SPECIAL PROJECT PROCEDURES Page 6 of 8 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USEDI 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART'2- PRODUCTS [NOT USED] 10 PART 3- EXECUTION[NOT USED] 11 END OF SECTION 12 Revision Log DATE NAME SUMMARY OF CHANGE 1.43—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 HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised December 20,2012 013513-8 SPECIAL PROJECT PROCEDURES Page 8 of 8 EXHIBIT B 2 FORTWORT DOE NO.XXXX ft"Jea Maw. 110TICE OF TEMPORARY WATER SERVICE INTERRU"1011 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 AIR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, CON'T'RACTOR 4 HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised December 20,2012 014523-2 TESTING AND INSPECTION SERVICES Page 2 of 2 1 2) Upload test reports to designated project directory and notify appropriate 2 City representatives via email of submittal posting. 3 3) Lard 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 g 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 SUBNIITTALSANFORMATIONAL 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 HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised July 1,2011 015000-2 TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 1 1) Contact City 1 week before water for construction is desired 2 d. Contractor Payment for Construction Water 3 1) Obtain construction water meter from City for payment as billed by City's 4 established rates. 5 3. Electricity and Lighting 6 a. Provide and pay for electric powered service as required for Work,including 7 testing of Work. 8 1) Provide power for lighting,operation of equipment,or other use. 9 b. Electric power service includes temporary power service or generator to 10 maintain operations during scheduled shutdown. 11 4. Telephone 12 a. Provide emergency telephone service at Site for use by Contractor personnel 13 and others performing work or furnishing services at Site. 14 5. Temporary Heat and Ventilation 15 a. Provide temporary heat as necessary for protection or completion of Work. 16 b. Provide temporary heat and ventilation to assure safe working conditions. 17 B. Sanitary Facilities 18 1. Provide and maintain sanitary facilities for persons on Site. 19 a. Comply with regulations of State and local departments of health. 20 2. Enforce use of sanitary facilities by construction personnel at job site. 21 a. Enclose and anchor sanitary facilities. 22 b. No discharge will be allowed from these facilities. 23 c. Collect and store sewage and waste so as not to cause nuisance or health 24 problem. 25 d. Haul sewage and waste off-site at no less than weekly intervals and properly 26 dispose in accordance with applicable regulation. 27 3. Locate facilities near Work Site and keep clean and maintained throughout Project. 28 4. Remove facilities at completion of Project 29 C. Storage Sheds and Buildings 30 1. Provide adequately ventilated,watertight,weatherproof storage facilities with floor 31 above ground level for materials and equipment susceptible to weather damage. 32 2. Storage of materials not susceptible to weather damage may be on blocks off 33 ground. 34 3. Store materials in a neat and orderly manner. 35 a. Place materials and equipment to permit easy access for identification, 36 inspection and inventory. 37 4. Equip building with lockable doors and lighting,and provide electrical service for 38 equipment space heaters and heating or ventilation as necessary to provide storage 39 environments acceptable to specified manufacturers. 40 5. Fill and grade site for temporary structures to provide drainage away from 41 temporary and existing buildings. 42 6. Remove building from site prior to Final Acceptance. 43 D. Temporary Fencing 44 1. Provide and maintain for the duration or construction when required in contract 45 documents CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised July 1,2011 015000-4 TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1 3.5 [REPAIR]/[RESTORATION] 2 3.6 RE-INSTALLATION 3 3.7 FIELD [oR] SITE QUALITY CONTROL[NOT USED] 4 3.8 SYSTEM STARTUP[NOT USED] 5 3.9 ADJUSTING [NOT USED] 6 3.10 CLEANING [NOT USED] 7 3.11 CLOSEOUT ACTIVITIES 8 A. Temporary Facilities 9 1. Remove all temporary facilities and restore area after completion of the Work,to a 10 condition equal to or better than prior to start of Work. 11 3.12 PROTECTION[NOT USED] 12 3.13 MAINTENANCE [NOT USED] 13 3.14 ATTACHMENTS [NOT USED] 14 END OF SECTION 15 Revision Log DATE NAME SUMMARY OF CHANGE 16 CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS CityProject No.101615 Revised July 1,2011 Ot 5526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1 1) Allow a minimum of 5 working days for permit review. 2 2) Contractor's responsibility to coordinate review of Traffic Control plans for 3 Street Use Permit,such that construction is not delayed. 4 C. Modification to Approved Traffic Control 5 1. Prior to installation traffic control: 6 a. Submit revised traffic control plans to City Department Transportation and 7 Public Works Department. 8 1) Revise Traffic Control plans in accordance with Section 34 71 13. 9 2) Allow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control I 1 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction,then contact 14 City Transportation and Public Works Department,Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs,replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices(MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete,to the extent that the permanent sign can be 22 reinstalled,contact the City Transportation and Public Works Department, Signs 23 and Markings Division,to reinstall the permanent sign. 24 F. Trak Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 1.5 SUBMITTALS [NOT USED] 27 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 28 1.9 CLOSEOUT SUBMITTALS[NOT USED] 29 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 30 1.9 QUALITY ASSURANCE [NOT USED] 31 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 32 1.11 FIELD [SITE] CONDITIONS [NOT USED] 33 1.12 WARRANTY[NOT USED] 34 PART 2- PRODUCTS [NOT USED] 35 PART 3 - EXECUTION[NOT USED] 36 END OF SECTION CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised July 1,2011 0157 13-1 STORM WATER POLLUTION PREVENTION Page 1 of 3 1 SECTION 0157 13 2 STORM WATER POLLUTION PREVENTION 3 PART1- GENERAL 4 1.t 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 l Contract 12 2. Division 1—General Requirements 13 3. Section 3125 00—Erosion and Sediment Control 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Construction Activities resulting in less than 1 acre of disturbance 17 a. Work associated with this Item is considered subsidiary to the various Items i8 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 shall be in accordance with Section 3125 00. 21 1.3 REFERENCES 22 A. Abbreviations and Acronyms 23 1. Notice of Intent:NOI 24 2. Notice of Termination:NOT 25 3. Storm Water Pollution Prevention Plan: SWPPP 26 4. Texas Commission on Environmental Quality: TCEQ 27 5. Notice of Change:NOC 28 A. Reference Standards 29 1. Reference standards cited in this Specification refer to the current reference 30 standard published at the time of the 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. HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City ProjectNo.101615 Revised July 1,2011 015713-3 STORM WATER POLLUTION PREVENTION Page 3 of 3 1 B. Modified SWPPP 2 1. If the SWPPP is revised during construction,resubmit modified SWPPP to the City 3 in accordance with Section 01 33 00. 4 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 5 1.7 CLOSEOUT SUBMITTALS [NOT USED] 6 1.8 MAINTENANCE MATERIAL SUBMITTALS[NOT USED] 7 1.9 QUALITY ASSURANCE [NOT USED] 8 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 9 1.11 FIELD [SITE] CONDITIONS [NOT USED] 10 1.12 WARRANTY[NOT USED] 11 PART 2- PRODUCTS [NOT USED] 12 PART 3- EXECUTION [NOT USED] 13 END OF SECTION 14 Revision Log DATE NAME SUMMARY OF CHANGE 15 CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised July 1,2011 015813-2 TEMPORARY PROJECT SIGNAGE Page 2 of 3 1 B. Materials 2 i. Sign 3 a. Constructed of%-inch fir plywood,grade A-C{exterior)or better 4 2.3 ACCESSORIES [NOT USED] 5 2.4 SOURCE QUALITY CONTROL [NOT USED] 6 PART 3- EXECUTION 7 3.1 INSTALLERS [NOT USED] 8 3.2 EXAMINATION[NOT USED] 9 3.3 PREPARATION [NOT USED] 10 3.4 INSTALLATION 11 A. General 12 1. Provide vertical installation at extents of project. 13 2. Relocate sign as needed,upon request of the City. 14 B. Mounting options 15 a. Skids 16 b. Posts 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 RMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised July 1,2011 01 60 00-1 PRODUCT REQUIREMENTS Page 1 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 Forms and Conditions of the Contract 11 2. Division 1—General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 13 1.3 REFERENCES [NOT USED] 14 1.4 ADMINISTRATIVE REQUIREMENTS 15 A. A list of City approved products for use is located on Buzzsaw as follows: 16 1. Rcsources102-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 0133 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 SUBMITTALSANFORMATIONAL 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] HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No,101615 Revised December 20,2012 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 1 SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Scheduling of product delivery 7 2. Packaging of products for delivery 8 3. Protection of products against damage from: 9 a. Handling 10 b. Exposure to elements or harsh environments 1I B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include,but are not necessarily limited to: 14 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 15 2. Division 1 —General Requirements 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES [NOT USED1 21 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 22 1.5 SUBMITTALS [NOT USED] 23 1.6 ACTION SUBM11TTALS/INFORMATIONAL SUBMITTALS [NOT USED] 24 1.7 CLOSEOUT SUBMITTALS [NOT USED1 25 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 26 1.9 QUALITY ASSURANCE [NOT USED] 27 1.10 DELIVERY AND HANDLING 28 A. Delivery Requirements 29 1. Schedule delivery of products or equipment as required to allow timely installation 30 and to avoid prolonged storage. 31 2. Provide appropriate personnel and equipment to receive deliveries. 32 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 33 for personnel or equipment to receive the delivery. HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised July 1,2011 016600-3 PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY[NOT USED] 3 PART 2- PRODUCTS]NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION[NOT USED] 7 3.3 PREPARATION[NOT USED] 8 3.4 ERECTION [NOT USED] 9 3.5 REPAIR/RESTORATION [NOT USED] to 3.6 RE-INSTALLATION [NOT USED] 11 3.9 FIELD [oR] SITE QUALITY CONTROL 12 A. Tests and Inspections 13 1. Inspect all products or equipment delivered to the site prior to unloading. 14 B. Non-Conforming Work 15 1. Reject all products or equipment that are damaged,used or in any other way 16 unsatisfactory for use on the project. 17 3.8 SYSTEM STARTUP [NOT USED] 18 3.9 ADJUSTING [NOT USED] 19 3.10 CLEANING [NOT USED] 20 3.11 CLOSEOUT ACTIVITIES [NOT USED] 21 3.12 PROTECTION 22 A. Protect all products or equipment in accordance with manufacturer's written directions. 23 B. Store products or equipment in location to avoid physical damage to items while in 24 storage. 25 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 26 the manufacturer. 27 3.13 MAINTENANCE [NOT USED] 28 3.14 ATTACHMENTS [NOT USED] 29 END OF SECTION 30 HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.]01615 Revised July 1,2011 017000-1 MOBILIZATION AND REMOBIIdZATION Page 1 of 4 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 pART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Mobilization and Demobilization 7 a. Mobilization 8 1) Transportation of Contractor's personnel,equipment,and operating supplies 9 to the Site 10 2) Establishment of necessary general facilities for the Contractor's operation 11 at the Site 12 3) Premiums paid for performance and payment bonds 13 4) Transportation of Contractor's personnel,equipment,and operating supplies 14 to another location within the designated Site 15 5) Relocation of necessary general facilities for the Contractor's operation 16 from 1 location to another location on the Site. 17 b. Demobilization 18 1) Transportation of Contractor's personnel,equipment,and operating supplies 19 away from the Site including disassembly 20 2) Site Clean-up 21 3) Removal of all buildings and/or other facilities assembled at the Site for this 22 Contract 23 c. Mobilization and Demobilization do not include activities for specific items of 24 work that are for which payment is provided elsewhere in the contract. 25 2. Remobilization 26 a. Remobilization for Suspension of Work specifically required in the Contract 27 Documents or as required by City includes: 28 1) Demobilization 29 a) Transportation of Contractor's personnel,equipment,and operating 30 supplies from the Site including disassembly or temporarily securing 31 equipment,supplies,and other facilities as designated by the Contract 32 Documents necessary to suspend the Work. 33 b) Site Clean-up as designated in the Contract Documents 34 2) Remobilization 35 a) Transportation of Contractor's personnel,equipment,and operating 36 supplies to the Site necessary to resume the Work. 37 b) Establishment of necessary general facilities for the Contractor's 38 operation at the Site necessary to resume the Work. 39 3) No Payments will be made for: 40 a) Mobilization and Demobilization from one location to another on the 41 Site in the normal progress of performing the Work. 42 b) Stand-by or idle time 43 c) Lost profits 44 3. Mobilizations and Demobilization for Miscellaneous Projects HMAC 20t9-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised November 22,2016 017000-3 MOBILIZATION AND REMOBILIZATION Page 3 or4 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 per each"Specified Remobilization"in accordance with Contract 4 Documents. 5 c. The price shall include: 6 1) Demobilization as described in Section I.I.A.2.a.1) 7 2) Remobilization as described in Section 1.1.A.2.a.2) g d. No payments will be made for standby,idle time,or lost profits associated this 9 Item. 10 3. Remobilization for suspension of Work as required by City I I a. Measurement and Payment 12 1) This shall be submitted as a Contract Claim in accordance with Article 10 13 of Section 00 72 00. 14 2) No payments will be made for standby,idle time,or lost profits associated 15 with this Item. 16 4. Mobilizations and Demobilizations for Miscellaneous Projects 17 a. Measurement 18 1) Measurement for this Item shall be for each Mobilization and 19 Demobilization required by the Contract Documents 20 b. Payment 21 1) The Work performed and materials furnished in accordance with this Item 22 and measured as provided under"Measurement"will be paid for at the unit 23 price per each"Work Order Mobilization"in accordance with Contract 24 Documents. Demobilization shall be considered subsidiary to mobilization 25 and shall not be paid for separately. 26 c. The price shall include: 27 1) Mobilization as described in Section 1.I.A.3.a.1) 28 2) Demobilization as described in Section 1.1.A.3.a.2) 29 d. No payments will be made for standby,idle time,or lost profits associated this 30 Item. 31 5. Emergency Mobilizations and Demobilizations for Miscellaneous Projects 32 a. Measurement 33 1) Measurement for this Item shall be for each Mobilization and 34 Demobilization required by the Contract Documents 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 per each"Work Order Emergency Mobilization"in accordance with 39 Contract Documents. Demobilization shall be considered subsidiary to 40 mobilization and shall not be paid for separately. 41 c. The price shall include 42 1) Mobilization as described in Section 1.1.A.4.a) 43 2) Demobilization as described in Section 1.I.A.3.a.2) 44 d. No payments will be made for standby, idle time,or lost profits associated this 45 Item. 46 1.3 REFERENCES[NOT USED] 47 1.4 ADMINISTRATIVE REQUIREMENTS tNOT USED] HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised November 22,2016 017123-1 CONSTRUCTION STAKING AND SURVEY Page 1 of 7 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL 4 11 SUMMARY 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey to be provided by 7 the Contractor. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. 1.2 A.—Measurement and Payment 10 2. 1.2 A. I.a.1—Item paid by the lump sum. 11 3. 1.2 A.2.a.1—Item paid by the lump sum. 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. Construction Staring 18 a. Measurement 19 1) Measurement for this Item shall be by lump sum. 20 b. Payment 21 1) The work performed and the materials furnished in accordance with 22 this Item shall be paid for at the lump sum price bid for"Construction 23 Staking".The lump sum payment shall be by street,as a percentage of 24 the number of streets in the overall contract. 25 2. Construction Survey 26 a. Measurement 27 1) Measurement for this Item shall be by lump sum. 28 b. Payment 29 1) The work performed and the materials furnished in accordance with 30 this Item shall be paid for at the lump sum price bid for"Construction 31 Staking".The lump sum payment shall be by street,as a percentage of 32 the number of streets in the overall contract. 33 34 1.3 REFERENCES 35 A. Definitions 36 1. Construction Survey-The survey measurements made prior to or while 37 construction is in progress to control elevation,horizontal position,dimensions and 38 configuration of structures/improvements included in the Project Drawings. HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised February 14,2018 017123-3 CONSTRUCTION STAKING AND SURVEY Page 3 of 7 1 2. Coordination 2 a. Contractor to verify that horizontal and vertical control data established in the 3 design survey and required for construction survey is available and in place. 4 3. General 5 a. Construction survey will be performed in order to construct the work shown 6 on the Construction Drawings and specified in the Contract Documents. 7 b. For construction methods other than open cut,the Contractor shall perform 8 construction survey and verify control data including,but not limited to,the 9 following: 10 1) Verification that established benchmarks and control are accurate. 11 2) Use of Benchmarks to furnish and maintain all reference lines and grades 12 for tunneling. 13 3) Use of line and grades to establish the location of the pipe. 14 4) Submit to the City copies of field notesused to establish all lines and 15 grades, if requested, and allow the City to check guidance system setup prior 16 to beginning each tunneling drive. 17 5) Provide access for the City,if requested,to verify the guidance system and 18 the line and grade of the carrier pipe. 19 6) The Contractor remains fully responsible for the accuracy of the work and 20 correction of it,as required. 21 7) Monitor line and grade continuously during construction. 22 8) Record deviation with respect to design line and grade once at each pipe 23 joint and submit daily records to the City. 24 9) If the installation does not meet the specified tolerances(as outlined in 25 Sections 33 05 23 and/or 33 05 24),immediately notify the City and correct 26 the installation in accordance with the Contract Documents. 27 C. As-Built Survey 28 1. Required As-Built Survey will be performed by the Contractor. 29 2. Coordination 30 a. Contractor is to coordinate with City to confirm which Features require as- 31 built surveying. 32 b. It is the Contractor's responsibility to coordinate the as-built survey and 33 required measurements for items that are to be buried such that construction 34 activities are not delayed or negatively impacted. 35 c. For sewer mains and water mains 12"and under in diameter,it is acceptable 36 to physically measure depth and mark the location during the progress of 37 construction and take as-built survey after the facility has been buried. The 38 Contractor is responsible for the quality control needed to ensure accuracy. 39 3. General 40 a. The Contractor shall provide as-built survey including the elevation and 41 location(and provide written documentation to the City)of construction 42 features during the progress of the construction including the following: 43 1) Water Lines 44 a) Top of pipe elevations and coordinates for waterlines at the following 45 locations: 46 (1) Minimum every 250 linear feet,including 47 (2) Horizontal and vertical points of inflection,curvature, 48 etc. HMAC 2019-1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised February 14,2018 017123-5 CONSTRUCTION STAKING AND SURVEY Page 5 of 7 1 b. A record of revisions or corrections noted in an orderly manner for reference. 2 C. A drawing,when required by the client,indicating the horizontal and vertical 3 location of facilities,easements and improvements,as built. 4 4. Cut sheets shall be provided to the City inspector and Survey Superintendent for all 5 construction staking projects.These out sheets shall be on the standard city template 6 which can be obtained from the Survey Superintendent(817-392-7925). 7 5. Digital survey Files in the following formats shall be acceptable: 8 a. AutoCAD(.dwg) 9 b. ESRI Shapefile(.shp) 10 c. CSV file(.csv),formatted with X and Y coordinates in separate columns(use 1 i standard templates,if available) 12 6. Survey files shall include vertical and horizontal data tied to original project 13 control and benchmarks, and shall include feature descriptions 14 PART 3- EXECUTION 15 3.1 INSTALLERS 16 A. Tolerances: 17 1. The staked location of any improvement or facility should be as accurate as 18 practical and necessary.The degree of precision required is dependent on many 19 factors all of which must remain judgmental.The tolerances listed hereafter are 20 based on generalities and,under certain circumstances,shall yield to specific 21 requirements.The surveyor shall assess any situation by review of the overall plans 22 and through consultation with responsible parties as to the need for specific 23 tolerances. 24 a. Earthwork:Grades for earthwork or rough cut should not exceed 0.1 ft.vertical 25 tolerance.Horizontal alignment for earthwork and rough cut should not exceed 26 1.0 ft.tolerance. 27 b. Horizontal alignment on a structure shall be within.0.1 ft tolerance. 28 C. Paving or concrete for streets, curbs,gutters,parking areas,drives,alleys and 29 walkways shall be located within the confines of the site boundaries and, 30 occasionally,along a boundary or any other restrictive line.Away from any 31 restrictive line,these facilities should be staked with an accuracy producing no 32 more than 0.05ft.tolerance from their specified locations. 33 d. Underground and overhead utilities,such as sewers,gas,water,telephone and 34 electric lines,shall be located horizontally within their prescribed areas or 35 easements.Within assigned areas,these utilities should be staked with an 36 accuracy producing no more than 0.1 ft tolerance from a specified location. 37 e. The accuracy required for the vertical location of utilities varies widely.Many 38 underground utilities require only a minimum cover and a tolerance of 0.1 ft. 34 should be maintained.Underground and overhead utilities on planned profile, 40 but not depending on gravity flow for performance,should not exceed 0.1 ft. 41 tolerance. 42 B. Surveying instruments shall be kept in close adjustment according to manufacturer's 43 specifications or in compliance to standards. The City reserves the right to request a 44 calibration report at any time and recommends regular maintenance schedule be 45 performed by a certified technician every 6 months. HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14,2018 017123-7 CONSTRUCTION STAKING AND SURVEY Page 7 of 7 1 3.9 ADJUSTING [NOT USED] 2 3.10 CLEANING[NOT USED] 3 3.11 CLOSEOUT ACTIVITIES [NOT USED] 4 3.12 PROTECTION[NOT USED] 5 3.13 MAINTENANCE [NOT USED] 6 3.14 ATTACHMENTS [NOT USED] 7 END OF SECTION 8 Revision Log DATE NAME SUMMARY OF CHANGE 8/3112012 D.Johnson Added instruction and modified measurement&payment under 1.2;added 8131/2017 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 9 HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 14,2018 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 morparticipation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises,the TXDOT manual shall prevail. (htt onlinemanuals.txdot. ov txdotmanuals ess ess. df) If you have a unique circumstance, please consult with the project manager,inspector,or survey department at 817-392-7925. Table ®r 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 C:\Users\delaju\Documents\Contract Books\HMAC-2019-1\Div 01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 2 of 22 IV. Survey Eui me 1 Standards A. City Benchmarks All city benchmarks can be found here: htt fortworthtexas. ov itsolutions GIS Look for'Zoning Maps'. Under'Layers',expand 'Basemap Layers',and check on `Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc-second instrument is required. II. A copy of the latest calibration report may be requested by the City at any time. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S.and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work.A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. Il. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W,forced-main water lines,and rough-grade only. No GPS staking for concrete,sanitary sewer,storm drain final rade or anything that needs vertical :.rrading 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 C:\Users\delaju\Documents\Contract Books\HMAC-2019-1\Div 01-General Requirements\0171 23.16.01—Attachment A_survey Staking Standards.docx Page 4 of 22 Pile 2: C1234—As-built of Water on Main Street_Project Specific Datum.csv �xa� le ©r�trol Stakes C:\Users\delaju\Documents\Contract Books\HMAC-2019-1\Div 01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 6 of 22 A. Centerline Staking—Straight Line Tangents I. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only,no hub is required Ill. Grade is to top of pipe(T/P)for 12"diameter pipes or smaller IV. Grade to flow line(F/L)for 16" and larger diameter pipes V. Grade should be 3.50'below the proposed top of curb line for 10"and smaller diameter pipes VI. Grade should be 4.00' below the proposed top of curb line for 12"and larger diameter pipes Vll. 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 11. Same grading guidelines as above III. 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 ll. RIM grades should only be provided if on plans Example Water Stakes C:\Users\delaju\Documents\Contract Books\HMAC-2019-1\Div 01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 8 of 22 A. Centerline Staking—Straight Line Tangents I. Inverts shall be field verified and compared against the plans before staking ll. Painted green lath/stake WITH hub and tack or marker dot,no flagging required Ill. S offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted VI. If multiple lines are at one manhole,each line shall have a cut/fill and direction noted 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 I. if arc length is greater than 100', POC(Point of Curvature)offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100'may be omitted C. Sanitary Sewer Manholes I. 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 III. RIM grade should only be on the stake when provided in the plans C:\Users\delaju\Documents\Contract Books\HMAC-2019-1\Div 01-General Requirements\01 71 23.1fi.01_Attachment A survey Staking standards.docx Page 10 of 22 Vll. Stora Seer & inlet Staking A. Centerline Staking—Straight Line Tangents 1. 1 offset stake every 200'on even stations I1. 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 600 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 1. Staking distances should be measured from end of wing II. Standard 10' Inlet= 16.00'total length 111. 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 co ntracto r II. Flowline grade should be on the lath/stake for each flowline and direction noted III. RIM grade should only he on the stake when provided in the plans C:\Users\delaju\Documents\Contract Books\HMAC-2019-1\Div 01-General Requirements\0171 23.16.01—Attachment A_Survey Staking Standards.docx Page 12 of 22 Vill. r29 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 Ill. If arc length is greater than 3.00', 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 C:\Users\delaju\Documents\Contract Books\HMAC-2019-1\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 P t5L,)I F2 10 1 < SWTA=2+50 0 Lj-- 4ZLj o W O co W 2 WD, M IL '01 n emna-ia)EIVU rr 6 iguflo do Rove 'XVY4.435 % t7; arm C:\Users\delaju\Documents\Contract Books\HMAC-2019-1\Div 01-General Requirements\01 71 23.16.01—Attachment A—Survey Staking Standards.docx Page 16 of 22 X. Asmbuilt 5yrey 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 C:\Users\delaju\Documents\Contract Books\HMAC-2019-1\Div 01-General Requirements\0171 23.16.01—Attachment A Survey Staking Standards.docx Page 18 of 22 - ar; � II C jitr cit ir R�'I' �• I f 1(1]I4�177� p YI 3` L Ol -Lll'lill� pit 6L I EI f f I _,to .j is C:\Users\delaju\Documents\Contract Books\HMAC-2019-1\Div 01-General Requirements\0171 23.16-01—Attachment A—Survey Staking Standards.docx Page 20 of 22 ---------- XV gyp, .UfS' XV- 1N 8 M Rm to �`R, Si • I �� 3� a � � � alb � �`` Y � 4 hh I kir M 01 to 7. �. . . ...._.. . i . 23.15.01 Attachment A Survey Staking Standards.docx Page 22 of 22 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. POINTNO. NORTHING EAS-TING ELEV, DESCRIPTION 1 6846257.188 2295079,165 726:49 SSMH RIM 2 6946260:893 229&062.141 725,568 GV RIM 3 6946307.399 2296038.306 726.85 GVRIM 4 6946220:582 2296011.025 723.358 SSMH>RIM 5 65461.95.23 2296(115.116 77.2.123 GV RIM 1° 6 6946190.528 2296022.721. 722,325 FK e {Tj3 7 69461136.0112 23:95992.115 719.A48 WM RIM .8 6946002.267 3295919.133 710.331 WM'RIM Car" 4'L 9 6945003:056 2295.933.416 713.652 CO RIM 7r L(2-n7, 10 6945984:677 229588042 717,662 SSMH'RIM 11 6945986:473 2295869.892 710046 WM RIM 12 6945895:077 2295864.962 74732 WM.RIM � 13 6945896.691 2295862.188 10.9.205 WM RIM 14 6945934.286 2295$41.975 709:467 WM RIM 15 6945936:727 22958$0.441 710.084 CO RIM coo"i I_ ;cS 16 6945835.678 2295799.747 747.174 SSMH RIM f 17 6945817:488 2295827.011 708.392 SSMH RIM Ila 5;9457591776 2295758.643 711.218 SSMH RILE 19 6945A9.563 2295778.424 110:4B6 6V RIM 20 6945748.318 2295788.392 710:631.GV RIM 21 65945723,219 2295754.394 712.849 GV RIM g� 22 6945682.21 2295744.23 716.686 WM RIM � 23 6945621.902 22956469.471 723.76 WM RIM 24 6945643.407 229573603 719.737 CO HIM 25 6945571.059 229505.195 727.514 SSMH RIM 29 6945539:498 229566'7-803 729,123 WM RIM TD 27. 6945519.834 2295619149 732M9 WMRIM r tiJ y. 28 6945417879 2295580.27 740.521 WM RIM ( j r r F 29 6945456.557 2295643.145 796.451 CO WM 30 6945387.356 2295597.101 74U,756 Gv RIM ""i► '�C �j 31 69483570,688 2295606.793 740:976 GV RIM - 32 6945383,53 2295610.559 740.408 FH 33 6945321.228 2295551.105 746.34 WM RIM 34 69453=19.365" 2295539328 746.777 CO RIM 35 6945242.289 2295570,715 748 454 WMRIM 36 6945233.624 2295544.626 74,94.59 SSIvMH"RIM t, 37 6945206.483 2295579.305 751.058 W RIM a 38 6945142AA5 2295557.666 7504853 WM RIM 39 69451"13.445 2295520.335 751.871 WM RIM � 40 8945049.02 1295527:345 752.257'SSMH;RIM rs ,1F 41 6945441024 22,35552,675 751.79 WM RIM 42 65945038'.978 2295552.147 751.88 WM RIM 43 6945006.397 2.285518.135 752.61y5"WM RIM 4"F. it 44 6944944.782 2195520.635 752.'801 WM RIM nI 45 6944943.432 2295556.479 752.156'WM RIM 45 6944860.416 2299.534.397 752:986 SSMH RIM /qj G ,r_r,Y JZ/34u, C:\Users\delaju\Documents\Contract Books\HMAC-2019-1\Div 01-General Requirements\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 24 -- ------------ — - --- ------- --- h [, M w - M � M � ` B E T� l y�'� 9 C:\Users\delaju\Documents\Contract Books\HMAC-2019-1\Div 01-General Requirements\0171 23.16.01—Attachment A—Survey Staking Standards.docx Page 26 of 26 017423-2 CLEANING Page 2 of 4 1 1.11 FIELD [SITE] CONDITIONS [NOT USED] 2 1.12 WARRANTY[NOT USED] 3 PART 2- PRODUCTS 4 2.1 OWNER-FURNISHED [ox] OWNER-SUPPLIEDPRODUCTS [NOT USED] 5 2.2 MATERIALS 6 A. Cleaning Agents 7 j. Compatible with surface being cleaned 8 2. New and uncontaminated 9 3. For manufactured surfaces 10 a. Material recommended by manufacturer 11 2.3 ACCESSORIES [NOT USED] 12 2.4 SOURCE QUALITY CONTROL[NOT USED] 13 PART 3- EXECUTION 14 3.1 INSTALLERS [NOT USED} 15 3.2 EXAMINATION [NOT USED] 16 3.3 PREPARATION[NOT USED] 17 3.4 APPLICATION[NOT USED] 18 3.5 REPAIR/RESTORATION[NOT USED] 19 3.6 RE-INSTALLATION [NOT USED] 20 3.7 FIELD [oR] SITE QUALITY CONTROL[NOT USED] 21 3.8 SYSTEM STARTUP [NOT USED] 22 3.9 ADJ[TSTING [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. I1MAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 017423-4 CLEANING Page 4 of 4 1 4. If no longer required for maintenance of erosion facilities,and upon approval by 2 City,remove erosion control from site. 3 5. Clean signs,lights,signals,etc. 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION [NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] 8 END OF SECTION 9 Revision Log DATE NAME SUMMARY OF CHANGE 10 HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 017719-2 CLOSEOUT REQUIREMENTS Page 2 of 3 1 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 2 1.7 CLOSEOUT SUBMITTALS [NOT USED] 3 PART 2- PRODUCTS [NOT USED] 4 PART 3- EXECUTION 5 3.1 INSTALLERS [NOT USED] 6 3.2 EXAMINATION [NOT USED] 7 3.3 PREPARATION [NOT USED] 8 3.4 CLOSEOUT PROCEDURE 9 A. Prior to requesting Final Inspection,submit: 10 1, Project Record Documents in accordance with Section 0178 39 11 2. Operation and Maintenance Data,if required,in accordance with Section 0178 23 12 B. Prior to requesting Final Inspection,perform final cleaning in accordance with Section 13 01 7423. 14 C. Final Inspection 15 1. After final cleaning,provide notice to the City Project Representative that the Work 16 is completed. 17 a. The City will make an initial Final Inspection with the Contractor present. 18 b. Upon completion of this inspection,the City will notify the Contractor,in 19 writing within 10 business days,of any particulars in which this inspection 20 reveals that the Work is defective or incomplete. 21 2. Upon receiving written notice from the City,immediately undertake the Work 22 required to remedy deficiencies and complete the Work to the satisfaction of the 23 City. 24 3. Upon completion of Work associated with the items listed in the City's written 25 notice,inform the City,that the required Work has been completed. Upon receipt 26 of this notice,the City,in the presence of the Contractor,will make a subsequent 27 Final Inspection of the project. 28 4. Provide all special accessories required to place each item of equipment in full 29 operation. These special accessory items include,but are not limited to: 30 a. Specified spare parts 31 b. Adequate oil and grease as required for the first lubrication of the equipment 32 c. Initial fill up of all chemical tanks and fuel tanks 33 d. Light bulbs 34 e. Fuses 35 f. Vault keys 36 g. Ilandwheels 37 h. Other expendable items as required for in start-up and operation of all 38 equipment 39 D. Notice of Project Completion HMAC 2019-1 CITY OF FORT WORTH City ProjectNo.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 017823-1 OPERATION AND MAINTENANCE DATA Page 1 of 5 1 SECTION 0178 23 2 OPERATION AND MAINTENANCE DATA 3 PART1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Product data and related information appropriate for City's maintenance and 7 operation of products furnished under Contract 8 2. Such products may include,but are not limited to: 9 a. Traffic Controllers 10 b. Irrigation Controllers(to be operated by the City) 11 c. Butterfly Valves 12 B. Deviations from this City of Fort Worth Standard Specification 13 1. None. 14 C. Related Specification Sections include,but are not necessarily limited to: 15 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 16 2. Division 1—General Requirements 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Work associated with this Item is considered subsidiary to the various Items bid. 20 No separate payment will be allowed for this Item. 21 1.3 REFERENCES [NOT USED] 22 1.4 ADMINISTRATIVE REQUIREMENTS 23 A. Schedule 24 1. Submit manuals in final form to the City within 30 calendar days of product 25 shipment to the project site. 26 1.5 SUBMITTALS 27 A. Submittals shall be in accordance with Section 0133 00. All submittals shall be 28 approved by the City prior to delivery. 29 1.6 INFORMATIONAL SUBMITTALS 30 A. Submittal Form 31 1. Prepare data in form of an instructional manual for use by City personnel. 32 2. Format 33 a. Size: 8'/2 inches x 11 inches 34 b. Paper 35 1) 40 pound minimum,white,for typed pages 36 2) Holes reinforced with plastic,cloth or metal 37 c. Text: Manufacturer's printed data,or neatly typewritten HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENT'S Revised December 20,2012 017923-3 OPERATION AND MAINTENANCE DATA Page 3 of 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 e. Manufacturer's printed operating and maintenance instructions 42 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 HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 017823-5 OPERATION AND MAINTENANCE DATA Page 5 of 5 1 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 2 111 FIELD [SITE] CONDITIONS [NOT USED] 3 1.12 WARRANTY [NOT USED] 4 PART 2- PRODUCTS [NOT USED] 5 PART 3- EXECUTION[NOT USED] 1 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 S HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 017839-2 PROJECT RECORD DOCUMENTS Page 2 of 5 1 2. Accuracy of records shall be such that future search for items shown in the Contract 2 Documents may rely reasonably on information obtained from the approved Project 3 Record Documents. 4 3. To facilitate accuracy of records,make entries within 24 hours after receipt of 5 information that the change has occurred. 6 4. Provide factual information regarding all aspects of the Work,both concealed and 7 visible,to enable future modification of the Work to proceed without lengthy and 8 expensive site measurement, investigation and examination. 9 1.10 STORAGE AND HANDLING 10 A. Storage and Handling Requirements 11 1. Maintain the job set of Record Documents completely protected from deterioration 12 and from loss and damage until completion of the Work and transfer of all recorded 13 data to the final Project Record Documents. 14 2. In the event of loss of recorded data,use means necessary to again secure the data 15 to the City's approval. 16 a. In such case,provide replacements to the standards originally required by the 17 Contract Documents. 18 1.11 FIELD [SITE] CONDITIONS[NOT USED] 19 1,12 WARRANTY [NOT USED] 20 PART 2- PRODUCTS 21 2.1 OWNER-FURNISHED [ORI OWNER-SUPPLIED PRODUCTS [NOT USED] 22 2.2 RECORD DOCUMENTS 23 A. Job set 24 1. Promptly following receipt of the Notice to Proceed,secure from the City,at no 25 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 26 B. Final Record Documents 27 1. At a time nearing the completion of the Work and prior to Final Inspection,provide 28 the City 1 complete set of all Final Record Drawings in the Contract. HMAC 2019-1 CITY OF FORT WORTH City project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 017939-4 PROJECT RECORD DOCUMENTS Pap 4of5 1 1) Final physical arrangement is determined by the Contractor,subject to the 2 City's approval. ,the vertical location of the Item("under slab", "in 3 2) Show,by symbol or note 4 ceiling plenum","exposed",and the like). 5 3) Make all identification sufficiently descriptive that it may be related 6 reliably to the Specifications. 7 C. The City may waive the requirements for conversion of schematic layouts 8 where, in the City's judgment, conversion serves no useful purpose. However, g do not rely upon waivers being issued except as specifically issued in writing 10 by the City. 11 B. Final Project Record Documents 12 1. Transfer of data to Drawings 13 a. Carefully transfer change data shown on the job set of Record Drawings to the 14 corresponding final documents,coordinating the changes as required. other Drawing a full description of 15 b. Clearly indicate at each affected detail and 16 changes made during construction,and the actual location of items. 17 c. Call attention to each entry by drawing a"cloud" around the area or areas 18 affected. 19 d. Make changes neatly,consistently and with the proper media to assure 20 longevity and clear reproduction. 21 2. Transfer of data to other Documents 22 a. If the Documents,other than Drawings,have been kept clean during progress of 23 the Work,and if entries thereon have been orderly to the approval of the City, 24 the job set of those Documents,other than Drawings,will be accepted as final 25 Record Documents. 26 b. If any such Document is not so approved by the City,secure a new copy of that 27 Document from the City at the City's usual charge for reproduction and 28 handling,and carefully transfer the change data to the new copy to the approval 29 of the City. 30 3.5 REPAIR I RESTORATION [NOT USED] 31 3.6 RE-INSTALLATION[NOT USED] 32 3.7 FIELD [OR] SITE QUALITY CONTROL[NOT USED] 33 3.8 SYSTEM STARTUP [NOT USED] 34 3.9 ADJUSTING [NOT USED] 35 3.10 CLEANING[NOT USED] 36 3.11 CLOSEOUT ACTIVITIES [NOT USED] 37 3.12 PROTECTION [NOT USED] 38 3.13 MAINTENANCE [NOT USED] 39 3.14 ATTACHMENTS [NOT USED] 40 END OF SECTION HMAC 2019-1 CITY OF FORT WORTH city Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 024113-1 SELECTIVE SITE DEMOLITION Page I of 5 1 SECTION 02 4113 2 SELECTIVE SITE DEMOLITION 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Removing sidewalks and steps 7 2. Removing ADA ramps and landings 8 3. Removing driveways 9 4. Removing fences 10 5. Removing guardrail 11 6. Removing retaining walls(less than 4 feet tall) 12 7. Removing mailboxes 13 8. Removing rip rap 14 9. Removing miscellaneous concrete structures including porches and foundations 15 10. Disposal of removed materials 16 B. Deviations this from 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 —General Requirements 22 3. Section 31 23 23 Borrow 23 1.2 PRICE AND PAYMENT PROCEDURES 24 A. Measurement and Payment 25 1. Measurement 26 a. Remove Sidewalk: Measure by square foot. 27 b. Remove Steps:measure by the square foot as seen in the plan view only. 28 c. Remove ADA Ramp:measure by each. 29 d. Remove Driveway: measure by the square foot by type. 30 e. Remove Fence:measure by the linear foot. 31 f. Remove Guardrail:measure by the linear foot along the face of the rail in place 32 including metal beam guard fence transitions and single guard rail terminal 33 sections from the center of end posts. 34 g. Remove Retaining Wall(less than 4 feet tall):measure by the linear foot 35 h. Remove Mailbox:measure by each. 36 i. Remove Rip Rap:measure by the square foot. 37 j. Remove Miscellaneous Concrete Structure:measure by the lump sum. 38 2. Payment HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 0241 13-3 SELECTIVE SITE DEMOLITION Page 3 of 5 1 1. Improved Driveway:Driveway constructed of concrete,asphalt paving or brick unit 2 pavers. 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS[NOT USED] 6 1.7 CLOSEOUT SUBMITTALS [NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE[NOT USED] 9 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 10 1.11 FIELD [SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY[NOT USED] 12 PART 2- PRODUCTS 13 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 14 2.2 MATERIALS 15 A. Fill Material: See Section 3123 23. 16 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[NOT USED] 21 3.3 PREPARATION [NOT USED] 22 3.4 REMOVAL 23 A. Remove Sidewalk 24 1. Remove sidewalk to nearest existing dummy,expansion or construction joint. 25 2. Sawcut when removing to nearest joint is not practical. See 3.4.K. 26 B. Remove Steps 27 1. Remove step to nearest existing dummy,expansion or construction joint. 28 2. Sawcut when removing to nearest joint is not practical. See 3 A.K. 29 C. Remove ADA Ramp 30 1. Sawcut existing curb and gutter and pavement prior to wheel chair ramp removal. 31 See 3.4.K. 32 2. Remove ramp to nearest existing dummy,expansion or construction joint on 33 existing sidewalk. 34 D. Remove Driveway HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 0241 13-5 SELECTIVE SITE DEMOLITION Page 5 of 5 1 K. Sawcut 2 1. Sawing Equipment 3 a. Power-driven 4 b. Manufactured for the purpose of sawing pavement 5 c. In good operating condition 6 d. Shall not spall or fracture the pavement to the removal area 7 2. Sawcut perpendicular to the surface completely through existing pavement. 8 3.5 REPAIR [NOT USED] 9 3.6 RE-INSTALLATION [NOT USED] 10 3.7 SITE QUALITY CONTROL[NOT USED] 11 3.8 SYSTEM STARTUP[NOT USED] 12 3.9 ADJUSTING [NOT USED] 13 3.10 CLEANING [NOT USED] 14 3.1.1 CLOSEOUT ACTIVITIES [NOT USED] 15 3.12 PROTECTION [NOT USED] 16 3.13 MAINTENANCE[NOT USED] 17 3.14 ATTACHMENTS [NOT USED] 18 END OF SECTION 19 Revision Log DATE NAME SUMMARY OF CHANGE 12120/2012 D.Johnson 1.2.A.2.Modified Payment-Items will be subsidiary to trench on utility projects 20 MVAC 2019-1 CITY OF FORT WORTH City Project No. 101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 024115-2 PAVING REMOVAL Page 2 of 6 1 10. Remove Speed Cushion:measure by each. 2 2. Payment 3 1. Remove Concrete Paving: full compensation for saw cutting,removal,hauling, 4 disposal,tools,equipment,labor and incidentals needed to execute work.For 5 utility projects,this Item shall be considered subsidiary to the trench and no 6 other compensation will be allowed. 7 2. Remove Asphalt Paving: full compensation for saw cutting,removal,hauling, 8 disposal,tools,equipment,labor and incidentals needed to execute work.For 9 utility projects,this Item shall be considered subsidiary to the trench and no 10 other compensation will be allowed. 11 3. Remove Brick Paving: full compensation for saw cutting,removal,salvaging, 12 cleaning,hauling,disposal,tools,equipment, labor and incidentals needed to 13 execute work.For utility projects,this Item shall be considered subsidiary to 14 the trench and no other compensation will be allowed. 15 4. Remove Concrete Curb and Gutter:full compensation for saw cutting,removal, 16 hauling,disposal,tools,equipment,labor and incidentals needed to execute 17 work.For utility projects,this Item shall be considered subsidiary to the trench 18 and no other compensation will be allowed. 19 5. Remove Concrete Valley Gutter:full compensation for saw cutting,removal, 20 hauling,disposal,tools,equipment,labor and incidentals needed to execute 21 work. 22 6. Wedge Milling: full compensation for all milling,hauling milled material to 23 City of Fort Worth own stockpile,tools,labor,equipment and incidentals 24 necessary to execute the work. 25 7. Surface Milling:full compensation for all milling,hauling milled material to 26 City of Fort Worth own stockpile,tools,labor,equipment and incidentals 27 necessary to execute the work. 28 S. Butt Milling: full compensation for all milling,hauling milled material to City 29 of Fort Worth own stockpile,tools,labor,equipment and incidentals necessary 30 to execute the work. 31 9. Pavement Pulverization: full compensation for all labor,material,equipment, 32 tools and incidentals necessary to pulverize,remove and store the pulverized 33 material,undercut the base,mixing, compaction,haul off, sweep,and dispose 34 of the undercut material. 35 10. Remove speed cushion: full compensation for removal,hauling,disposal, 36 tools,equipment,labor,and incidentals needed to execute the work.For utility 37 projects,this Item shall be considered subsidiary to the trench and no other 38 compensation will be allowed. 39 11. No payment for saw cutting of pavement or curbs and gutters will be made 40 under this section.Include cost of such work in unit prices for items listed in 41 bid form requiring saw cutting. 42 12. No payment will be made for work outside maximum payment limits indicated 43 on plans,or for pavements or structures removed for CONTRACTOR's 44 convenience. 45 1.3 REFERENCES 46 A. ASTM International(ASTM): 47 1. D698, Standard Test Methods for Laboratory Compaction Characteristics of 48 Soil Using Standard Effort(12 400 ft-lbf/ft3 (600 kN-m/m3)) HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECSFICATION DOCUMENTS Revised February 2,2016 0241 15-4 PAVING REMOVAL Page 4 of 6 1 4. If a sawcut falls within 5 feet of an en existing dummy joint,construction joint,saw 2 joint,cold joint,expansion joint,edge of paving or gutter lip,remove paving to that 3 joint,edge or lip. 4 5. If a pavement edge of a cut is damaged subsequent to saw cutting,saw to a new, 5 neat,straight line for the purpose of removing the damaged area. 6 C. Remove Concrete Paving and Concrete Valley Gutter 7 1. Sawcut: See 3 A.B. 8 2. Remove concrete to the nearest expansion joint or vertical saw cut. 9 D. Remove Concrete Curb and Gutter 10 1 1. Sawcut: See 3.4.B. 11 2. Minimum limits of removal: 30 inches in length. 12 E. Remove Asphalt Paving 13 1. Sawcut: See 3.4.13. 14 2. Remove pavement without disturbing the base material. 15 3. When shown on the plans or as directed,stockpile materials designated as 16 salvageable at designated sites. 17 4. Prepare stockpile area by removing vegetation and trash and by providing far 18 proper drainage. 19 F. Milling 20 1. General 21 1. Mill surfaces to the depth shown in the plans or as directed. 22 2. Do not damage or disfigure adjacent work or existing surface improvements. 23 3. If milling exposes smooth underlying pavement surfaces,mill the smooth 24 surface to make rough. 25 4. Provide safe temporary transition where vehicles or pedestrians must pass over 26 the milled edges. 27 5. Remove excess material and clean milled surfaces. 28 6. Stockpiling of planed material will not be permitted within the right of way 29 unless approved by the City. 30 7. If the existing base is brick and cannot be milled,remove a 5 foot width of the 31 existing brick base. See 3.3.G. for brick paving removal. 32 2. Milling Equipment 33 1. Power operated milling machine capable of removing,in one pass or two 34 passes,the necessary pavement thickness in a five-foot minimum width. 35 2. Self-propelled with sufficient power,traction and stability to maintain accurate 36 depth of cut and slope. 37 3. Equipped with an integral loading and reclaiming means to immediately 38 remove material cut from the surface of the roadway and discharge the cuttings 39 into a truck,all in one operation. 40 4. Equipped with means to control dust created by the cutting action. 41 5. Equipped with a manual system providing for uniformly varying the depth of 42 cut while the machine is in motion making it possible to cut flush to all inlets, 43 manholes,or other obstructions within the paved area. 44 6. Variable Speed in order to leave the specified grid pattern. 45 7. Equipped to minimize air pollution. HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2,2016 0241 15-6 PAVING REMOVAL Page 6 of 6 1 5. Finishing: see Section 32 1133. 2 6. Curing: see Section 32 1133. 3 7. If the existing pavement has a combination of 10 inches of H.M.A.C.and crushed 4 stone/gravel: 5 1. Undercut not required 6 2. Pulverize 10 inches deep. 7 3. Remove 2-inch the total pulverized amount. 8 I. Remove speed cushion 9 1. Scrape or sawcut speed cushion from existing pavement without damaging existing 10 pavement. 11 3.5 REPAIR[NOT USED] 12 3.6 RE-INSTALLATION[NOT USED} 13 3.7 FIELD QUALITY CONTROL[NOT USED] 14 3.5 SYSTEM STARTUP [NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USEDI 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.12 PROTECTION[NOT USED] 19 313 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS[NOT USED] 21 END OF SECTION 22 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.7ohnson 1.2.A—modified payment requirements on utility projects 2/2/2016 F.Griffin 1.2.A.2.b.—Removed duplicate last sentence. 23 HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2,2016 260550-2 COMMUNICATIONS MULTI-DUCT CONDUIT Page 2 of 11 1 10)Brackets 2 11)Expansion joints 3 12)Concrete 4 13)Detectable underground metalized Mylar warning tape 5 14)Locator wire nt and incidentals necessary to complete the work. 6 15)All labor,tools,equipme 7 1.3 REFERENCES 8 A. Abbreviations and Acronyms 9 1. MDC-Multi-Duct conduit 10 2. PVC—Polyvinyl chloride conduit 11 3. PE—Polyethylene 12 4. OD—Outer diameter 13 5, ID—Inner diameter 14 B. Definitions 15 1. None 16 C. Reference Standards 17 1. Reference standards cited in this specification refer to the current reference standard 18 published at the time of the latest revision date logged at the end of this 19 specification,unless a date is specifically cited. 20 2. Traffic Control Plan 21 a. Texas Manual of Uniform Traffic Control Devices(TMUTCD) 22 3. Underwriters Laboratories(UL) 23 4. National Electrical Manufactures Association(NEMA) 24 5. National Electrical Code(NEC) 25 6, Underground MDC System 26 a. Telcordia GR-356, issue No. 2, June 2009—Generic Requirements for Optical 27 Cable Innerduct,Associated Conduit,and Accessories. 28 b. American Society for Testing and Materials (ASTM) Standard D1785-12, 29 Standard Specification for Poly(Vinyl Chloride)(PVC)Plastic Pipe, Schedules 30 40,80,and 120 31 c. ASTM Standard D2122-98(2010), Standard Test Method for Determining 32 Dimensions of Thermoplastic Pipe and Fittings 33 d. ASTM Standard D2412-11, Standard Test Method for Determination of 34 External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading 35 7. Outer Underground Duct—Heavy walled EPC-80(Schedule 80)PVC 36 a. National Electrical Manufacturers Association (NEMA) Standard TC-2:2003, 37 Electrical Polyvinyl Chloride (PVC) Conduit 38 b. Underwriters Laboratories (UL) 651, Schedule 40, 80 Type EB and A Rigid 39 PVC Conduit and Fittings 40 c. National Electrical Code 41 8. Inner Ducts 41 a. Bellcore GR-2884-CORE, Issue 1, July 1995 — Generic Requirements for 43 Multi-Bore Conduit HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 26,2016 260550-4 COMMUNICATIONS MULTI-DUCT CONDUIT Page 4 of I 1 1 3) Wrap the tape around a powered capstan that can be drawn away from the 2 duct sample to provide a continuous tension of 450 lb. 3 4) Draw the tape continuously through the sample with the powered capstan 4 at a rate of 100 ft.per minute. 5 5) Ensure that the duct does not burn through within 150 minutes. 6 1.7 CLOSEOUT SUBMITTALS[NOT USED] 7 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 8 1.9 QUALITY ASSURANCE [NOT USED] 9 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 10 LIl FIELD (SITE] CONDITIONS [NOT USED] 11 1.12 WARRANTY[NOT USED] 12 PART 2- PRODUCTS 13 2.1 OWNER-FURNISHED ioR] OWNER-SUPPLIED PRODUCTS[NOT USED] 14 2.2 MATERIALS/SYSTEM 15 A. Description 16 1. Regulatory Requirements 17 a. Provide new materials that confirm to the details as shown on plans, the 18 requirements of this Item, are UL listed and meet NEMA and NEC 19 requirements. 20 2. MDC Systems 21 a. Furnish and place a MDC of type and size shown on the plans or as directed by 22 the Engineer. 23 b. Provide a MDC that is suitable for installation in an outdoor underground 24 environment including constant immersion in water, and/or hung from a bridge 25 without any degradation in the MDC. 26 c. MDC is a pre-assembled conduit section manufactured from a 4 in.round outer 27 duct containing 4 factory installed 1.25 in.round inner ducts. 28 d. Inner ducts are held together in square configuration by a system of spacers. 29 e. Spacers hold the individual inner ducts in formation, locking them tightly to 30 prevent free twisting. 31 f. Plans indentify MDC system as"4-WAY M[1LTI-DUCT SYSTEM". 32 g. The MDC, including respective bends, couplings, adapters and other accessory 33 fittings shall contain a coupling body for sealing the outer and inner ducts of 34 adjacent MDC sections in an end-to-end relationship. 35 h. Factory assembled lengths and associated bends shall be manufactured without 36 adhesives,to allow inner duct movement relieving internal stresses experienced 37 during field handlings and due to variations in coefficient of thermal expansion. 38 i. The NIDC system shall include a complete line of accessory items, including, 39 but not limited to: 40 1) Alternate outer ducts, 41 2) Sweeps and bends, HMAC 2019-1 CITY OF FORT WORTH City ProjectNo.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 26,2016 260550-6 COMMUNICATIONS MULTI-DUCT CONDUIT Page 6 of 11 1 1) Provide a 4 in. round Fiberglass Multi-Duct system that is bullet resistant, 2 heavy walled, pure, high grade, filament wound fiberglass reinforced 3 epoxy conduit. 4 2) Ensure that all conduit, elbows and fittings are in from the 5 same resin/hardener/glass systems and the same filament wound system. 6 3) All Fiberglass MDC aerial elbows, conduit, fittings and hangers shall be 7 grey in color. 8 4) Provide aerial MDC that performs in an ambient temperature range -40°F 9 to 200°F without degradation of material properties. 10 5) Provide aerial MDC that is resistant to most harsh chemicals, is protected 11 against degradation due to oxidation or general corrosion, and has a low 12 coefficient of thermal expansion so that expansion and contraction is 13 minimal. 14 4. Inner Ducts 15 a. Provide 1.25 in. inner ducts constructed of an extruded Virgin High Density 16 Polyethylene(PE)compound specifically blended for inner ducts used in Multi- 17 duct systems. 18 b. Characteristics of this blend add rigidity to the extruded PE inner ducts, 19 minimize the differences between the expansion and contraction rates of PVC 20 and the PE inner ducts, create a burn resistant PE inner duct to minimize the 21 chance of damaging the inner duct during the cable placing operation, and 22 provide a silicone impregnated wall of the inner duct. 23 1) Provide inner ducts that are uniquely identified by the extrusion of a 24 different color for each of the inner ducts, using orange, yellow, red and 25 white. 26 2) Place white inner duct directly in-line with the manufacturer's 27 identification on the outer duct for ease of identification and installation. 28 c. Provide inner ducts with a minimum burst strength of 125 psi. 29 d. Provide inner ducts that are extruded in a controlled outer diameter (OD) 30 fashion. 31 e. Provided inner ducts with: 32 1) Minimum fD of 1.25 in. 33 2) Maximum OD of 1.413 in 34 3) Minimum wall thickness 0.075 in. 35 f. Provide inner ducts that are the same type within the bends and within the 36 straight sections. equirements identified in 1.3.4 of this Item. 37 g. All inner ducts shall meet r 38 5. Coupling Body 39 a. The MDC system, including bends, couplings,and other fittings shall contain a 40 coupling body for sealing the outer and inner ducts of adjacent multiduct 41 conduit sections end to end. 42 b. Coupling bodies for installation by trenching 43 1) Provide a factory installed primary coupling body which incorporates 44 integral molded sealing devices to facilitate field assemble and prevent 45 water and foreign material leakage from outside the MDC and to prevent 46 air leakage from inside the inner ducts. 47 2) Ensure that the gasket or sealing member(s)are of an anti-reversing design 48 to ensure that the lengths of the conduit stay joined together. HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 26,2016 260550-8 COMMUNICATIONS MULTI-DUCT CONDUIT Page 9of11 1 PART 3 - EXECUTION 2 3.1 INSTALLERS [NOT USED] 3 3.2 EXAMINATION [NOT USED] 4 3.3 PREPARATION 5 A. Protection of In-Place Conditions 6 1. Conduct work with minimum disturbance of existing utilities, and coordinate work 7 in or near utilities with the utility owners. 8 2. Inform utility owners sufficiently before work begins to allow time to identify 9 located,reroute,or make other adjustments to utility lines. 10 3. Field verify routing avoids cutting or damaging underground utility lines that are to 11 remain in place. 12 B. Surface Preparation 13 1. None 14 C. Demolition/Removal 15 1. Perform trench excavation and backfilling as shown on the plans or as directed by 16 Engineer and in accordance to this Item. 17 2. Obstructions 18 a. Remove obstructions to the proposed construction,including trees and other 19 vegetation,debris,and structures over the width of the excavation to a depth of 20 1 ft.below the bottom of excavation. 21 b. If abandoned storm drains,sewers,or other drainage systems are encountered, 22 remove as required to clear the excavation area,and plug in a manner approved 23 by the Engineer. s,restore the bottom of the excavation to grade by 24 c. After removing obstruction 25 backfilling in accordance to this Item. 26 3. Excavate to the lines and grades shown on the plans or as directed by the Engineer. 27 a. Provide slopes,benching,sheeting,bracing,pumping,and bailing as necessary 28 to maintain the stability and safety of excavation. 29 b. Use satisfactory excavated material as backfill. 30 c. Dispose of material not incorporated into the final project off the right-of-way 31 in accordance with federal,state and local regulations. 32 d. When excavating across private property or beyond the project limits: 33 1) Keep any topsoil removed separate, 34 2) Replace it as nearly as feasible in its original position,and 35 3) Restore the area to acceptable condition. 36 4. Excavation in Streets 37 a. When structures are installed in streets,highways,or other paced areas,cut 38 pavement and base with neat lines. 39 b. Restore pavement structure after completion of excavation and backfilling. 40 c. Maintain approved traffic control plan. 41 5. Dispose of surplus material in accordance with federal,state,and local regulations. 42 6. If active sanitary sewer line is damaged during excavation,provide temporary 43 fumes across the excavation while open,and restore the lines when backfilling has 44 progressed to the original bedding lines of the cut sewer. HMC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 26,2016 2605 50-10 COMMUNICATIONS MULTI-DUCT CONDUIT Page 10 of 11 1 f. Allowable variations from line and grade are specified in Section 476.3A. 2 "Jacking." 3 g. Pressure-grout any excavation of more than 1 in. 4 h. Use pilot bole or auger method for boring 5 1) Pilot Hole Method — Bore a 2 in. pilot hole the entire length of the 6 crossing, and check it for line and grade on the opposite end of the bore 7 from the work shaft. This pilot hole will serve as centerline for the larger 8 diameter hole to be bored. 9 2) Auger Method—Use a steel encasement pipe of the appropriate diameter 10 equipped with a cutter head to mechanically perform the excavation. Use 11 augers of sufficient diameter to convey the excavated mater to the work 12 shaft. 13 E. Aerial 14 1. Fasten all MDC attached to bridges or other structures with MDC straps, hangers, 15 or as directed by Engineer. 16 2. Submit details for attachment. 17 3. Submit details of method of installing MDC inside bridge decks(if MDC cannot be 18 attached to outside of bridge)to Engineer for approval. 19 4. Fit MDC ends with bushings or bell ends. 20 F. Locator Wire 21 1. Install a l conductor, No. 12 AWG solid copper locator wire in all MDC system runs to facilitate locating underground optical fiber optic cables. 22 23 2. The wire is to be pulled into duct along with the optical fiber cable 24 3. Locator wire shall not occupy a duct by itself unless there is not any other cable 25 being installed in the multiduct. 26 4. The cable shall be continuous between ground boxes. 27 3,5 REPAIR/RESTORATION 28 A. Final Surface 29 1. Repair removed existing surface by backfilling with material equal in composition 30 and density to the surrounding areas. 31 2. Replace any removed surfacing, such as asphalt pavement or concrete riprap, with 32 like material to equivalent condition. 33 3. Mark MDC as directed by Engineer. 34 3.6 RE-INSTALLATION 35 A. Backfilling 36 1. As soon as practical,backfill the excavation after placement of the conduit. 37 2. Backfill Material shall be free from: 38 a. Stones large enough to interfere with compaction, 39 b. Large or frozen lumps that will not break down readily under compaction,and 40 C. Wood or other extraneous material. 41 3. Obtain backfill material from excavation or other sources. 42 4. In areas not supporting a completed roadbed,retaining wall, or embankment, place 43 back fill in layers at most 8 in.deep(loose measurement). HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SQECIFICATION DOCUMENTS Revised February 26,2016 320117-1 PERMANENT ASPHALT PAVING REPAIR Page 1 of 5 I SECTION 32 0117 2 PERMANENT ASPHALT PAVING REPAIR 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section includes: 6 1. Flexible pavement repair to include,but not limited to: 7 a. Utility cuts(water,sanitary sewer,drainage,franchise utilities,etc.) 8 b. Warranty work 9 c. Repairs of damage caused by Contractor 10 d. Any permanent asphalt pavement repair needed during the course of 11 construction 12 B. Deviations from this City of Fort Worth Standard Specification 13 'I, `{�#;-1�-!�S T}Iti'},lE{::T Pl=•R[vlAl~Tr>�1'I- rtS1iHAI..'IT�I'A11�SFC'I'Ii7N 3'? [f l l7. 14 K)it BryONIF) D1'T'INED WITATI 9EIAT:1.,BE fv.IEAS l.11. F Lil' E'1!�C'lTlllfl 15 YART)OF C()CvfPl_I;TT=.0 QkIA�NTITY. 16 C. Related Specification Sections include,but are not necessarily limited to: 17 1. Division 0—Bidding Requirements,Contract Forms,and Conditions of the 18 Contract 19 2. Division 1—General Requirements 20 3. Section 03 34 16—Concrete Base Material for Trench Repair 21 4. Section 32 12 16—Asphalt Paving 22 5. Section 32 13 13—Concrete Paving 23 6. Section 33 05 10—Utility Trench Excavation,Embedment and Backfill 24 1.2 PRICE AND PAYMENT PROCEDURES 25 A. Measurement and Payment 26 1. Asphalt Pavement Repair[For utility trench repair, repair width is to include the 27 width beyond the trench shown in the Drawings as well as any additional width 28 required around structures.] 29 a. Measurement 30 1) Measurement for this Item will be by the linear foot of Asphalt Pavement 31 Repair based on the defined width and roadway classification specified in 32 the Drawings. 33 b. Payment 34 1) The work performed and materials furnished in accordance with this Item 35 and measured as provided under"Measurement"will be paid for at the unit 36 price bid price per linear foot of Asphalt Pavement Repair. 37 c. The price bid shall include: 38 1) Preparing final surfaces 39 2) Furnishing,loading,unloading,storing,hauling and handling all materials 40 including freight and royalty 41 3) Traffic control for all testing HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 320117-3 PERMANENT ASPHALT PAVING REPAIR Page 3 of 5 1 1) Measurement for this Item will be by the square yard for surface repair 2 (does not include base repair)for: 3 a) Various thicknesses 4 b. Payment 1) The work performed and materials furnished in accordance with this Item 5 5and measured as provided under"Measurement"will be paid for at the unit 7 price bid per square yard of Extra Width Asphalt Pavement Repair 8 c. The price bid shall include: g 1) Preparing final surfaces oading,storing,hauling and handling all materials 10 2) Furnishing,loading,unl 11 including freight and royalty 12 3) Traffic control for all testing 13 4) Asphalt,aggregate, and additive 14 5) Materials and work needed for corrective action 15 6) Trial batches 16 7) Tack coat 17 8) Removal and/or sweeping excess material 18 1.3 REFERENCES 19 A. Definitions 20 1. H.M.A.C.—Hot Mix Asphalt Concrete 21 1.4 ADMINISTRATIVE REQUIREMENTS 22 A. Permitting 23 1. Obtain Street Use Permit to make utility cuts in the street from the Transportation 24 and Public Works Department in conformance with current ordinances. 25 2. The Transportation and Public Works Department will inspect the paving repair 26 after construction. 27 1.5 SUBMITTALS[NOT USED] 28 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 29 A. Asphalt Pavement Mix Design: submit for approval: see Section 32 12 16. 30 1.7 CLOSEOUT SUBMITTALS [NOT USED] 31 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 32 1.9 QUALITY ASSURANCE [NOT USED] 33 1.11 DELIVERY,STORAGE,AND HANDLING[NOT USED] 34 1.12 FIELD CONDITIONS 35 A. Place mixture when the roadway surface temperature is 45 degrees F or higher and 36 rising unless otherwise approved. HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 3201 17-5 PERMANENT ASPHALT PAVING REPAIR Page 5 of 5 1 1. Use care to prevent fracturing existing pavement structure adjacent to the repair 2 area. 3 C. Base 4 1. Install replacement base material as specified in Drawings. 5 D. Asphalt Paving 6 1. H.M.A.0 placement: in accordance with Section 32 12 16 7 2. Type D surface mix g 3. Depth:as specified in Drawings 9 4. Place surface mix in lifts not to exceed 3 inches. 10 5. Last or top lift shall not be less than 2 inches thick. 11 3.5 REPAUVRESTORATION[NOT USED] 12 3.6 RE-INSTALLATION [NOT USED] 13 3.7 FIELD QUALITY CONTROL[NOT USED] 14 3.8 SYSTEM STARTUP[NOT USED] 15 3.9 ADJUSTING [NOT USED] 16 3.10 CLEANING [NOT USED] 17 3.11 CLOSEOUT ACTIVITIES [NOT USED] 18 3.1.2 PROTECTION{NOT USED] 19 313 MAINTENANCE [NOT USED] 20 3.14 ATTACHMENTS [NOT USED] 21 22 END OF SECTION 23 Revision Log DATE NAME SUMMARY OF CHANGE 1.2.A—Modified Items to be included in price bid;Added blue text for clarification 12120/2012 D.Johnson of repair width on utility trench repair;Added a bid item for utility service trench 24 HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 321123-2 FLEXIBLE BASE COURSES Page 2 of 7 1 a. D698,Standard Test Methods for Laboratory Compaction Characteristics of 2 Soil Using Standard Effort(12 400 ft-lbf/ft3 (600 kN-m/m3)) 3 3. Texas Department of Transportation(TXDOT): 4 a. Tex-104-E,Determining Liquid Limits of Soils 5 b. Tex-106-E,Calculating the Plasticity Index of Soils 6 C. Tex-107-E,Determining the Bar Linear Shrinkage of Soils 7 d. Tex-110-E,Particle Size Analysis of Soils 8 e. Tex-116-E,Ball Mill Method for Determining the Disintegration of Flexible 9 Base Material 10 f. Tex-117-E,Triaxial Compression for Disturbed Soils and Base Materials 11 g. Tex-411-A, Soundness of Aggregate Using Sodium Sulfate or Magnesium 12 Sulfate 13 h. Tex-413-A,Determining Deleterious Material in Mineral Aggregate 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 1.5 ACTION SUBMITTALS [NOT USED] 16 1.6 ACTION SUBMITTALSIINFORMATIONAL SUBMITTALS [NOT USED] 17 1.7 CLOSEOUT SUBMITTALS[NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 21 111 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY[NOT USED] 23 PART 2- PRODUCTS [NOT USED] 24 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. General als of uniform quality that meet the requirements of 27 1. Furnish uncontaminated materi 28 the Drawings and specifications. 29 2. Obtain materials from approved sources. 30 3. Notify City of changes to material sources. 31 4. The City may sample and test project materials at any time before compaction 32 throughout the duration of the project to assure specification compliance. 33 B. Aggregate d grade shown on the Drawings and conforming to 34 1. Furnish aggregate of the type an 35 the requirements of Table 1. 36 2. Each source must meet Table 1 requirements for liquid limit,plastiCity index,and 37 wet ball mill for the grade specified. 38 3. Do not use additives such as but not limited to time,cement,or fly ash to modify 39 aggregates to meet the requirements of Table 1,unless shown on the Drawings. HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 321123-4 FLEXIBLE BASE COURSES Page 4 of 7 I c) The City may require separate dedicated stockpiles in order to verify 2 compliance. 3 d) Crushed concrete must meet the following requirements: 4 (1) Table 1 for the grade specified. 5 (2) Recycled materials must be free from reinforcing steel and other 6 objectionable material and have at most 1.5 percent deleterious 7 material when tested in accordance with TEX-413-A. 8 C. Water 9 1. Furnish water free of industrial wastes and other objectionable matter. 10 2.3 ACCESSORIES [NOT USED] 11 2.4 SOURCE QUALITY CONTROL[NOT USED] 12 PART 3- EXECUTION 13 3.1 INSTALLERS [NOT USED] 14 3.2 EXAMINATION[NOT USED] 15 3.3 PREPARATION 16 A. General 17 1. Shape the subgrade or existing base to conform to the typical sections shown an the 18 Drawings or as directed. 19 2. When new base is required to be mixed with existing base: 20 a. Deliver,place,and spread the new flexible base in the required amount. 21 b. Manipulate and thoroughly mix the new base with existing material to provide 22 a uniform mixture to the specified depth before shaping. 23 B.. Subgrade Compaction 24 1. Proof roll the roadbed before pulverizing or scarifying in accordance with the 25 following: 26 a. Proof Rolling 27 1) City Project Representative must be on-site during proof rolling operations. 28 2) Use equipment that will apply sufficient load to identify soft spots that rut 29 or pump. 30 a) Acceptable equipment includes fully loaded single-axle water truck 31 with a 1500 gallon capacity. 32 3) Make at least 2 passes with the proof roller(down and back= 1 pass). 33 4) Offset each trip by at most 1 tire width. 34 5) If an unstable or non-uniform area is found,correct the area. 35 b. Correct 36 1) Soft spots that rut or pump greater than 314 inch 37 2) Areas that are unstable or non-uniform 38 2. Installation of base material cannot proceed until compacted subgrade approved by 39 the City. 40 3.4 INSTALLATION 41 A. General HMAC 2019-1 CITY OF FORT WORTH City Project No,101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 321123-6 FLEXIBLE BASE COURSES Page 6 of 7 1 a. Begin rolling longitudinally at the sides and proceed towards the center, 2 overlapping on successive trips by at least 112 the width of the roller unit. 3 b. On superelevated curves,begin rolling at the low side and progress toward the 4 high side. 5 c. Offset alternate trips of the roller. 6 d. Operate rollers at a speed between 2 and 6 in as directed. 7 e. Rework,recompact,and refinish material that fails to meet or that loses 8 required moisture,density, stability,or finish before the next course is placed or 9 the project is accepted. 10 f. Continue work until specification requirements are met. 11 g. Proof roll the compacted flexible base in accordance with the following: 12 1) Proof Rolling 13 a) City Project Representative must be on-site during proof rolling 14 operations. 15 b) Use equipment that will apply sufficient load to identify soft spots that 16 rut or pump. 17 (1) Acceptable equipment includes fully loaded single-axle water truck 18 with a 1500 gallon capacity. 19 c) Make at least 2 passes with the proof roller(down and back= 1 pass). 20 d) Offset each trip by at most 1 tire width. 21 e) If an unstable or non-uniform area is found,correct the area. 22 2) Correct 23 a) Soft spots that rut or pump greater than 314 inch. 24 b) Areas that are unstable or non-uniform. 25 3. Tolerances 26 a. Maintain the shape of the course by blading. 27 b. Completed surface shall be smooth and in conformity with the typical sections 28 shown on the Drawings to the established lines and grades. 29 c. For subgrade beneath paving surfaces,correct any deviation in excess of 114 30 inch in cross section in length greater than 16 feet measured longitudinally by 31 loosening,adding or removing material. Reshape and recompact by sprinkling 32 and rolling. 33 d. Correct all fractures,settlement or segregation immediately by scarifying the 34 areas affected,adding suitable material as required. Reshape and recompact by 35 sprinkling and rolling. 36 e. Should the subbase or base course,due to any reason,lose the required 37 stability,density and finish before the surfacing is complete,it shall be 38 recompacted at the sole expense of the Contractor. 39 4. Density Control ent compaction as determined by ASTM D698. 40 a. Minimum Density: 95 perc 41 b. Moisture content: minus 2 to plus 4 of optimum. 42 E. Finishing 43 1. After completing compaction,clip,skin,or tight-blade the surface with a 44 maintainer or subgrade trimmer to a depth of approximately 114 inch. 45 2. Remove loosened material and dispose of it at an approved location. 46 3. Seal the clipped surface immediately by rolling with an appropriate size pneumatic 47 tire roller until a smooth surface is attained. 48 4. Add small increments of water as needed during rolling. HIv1AC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 321216-1 ASPHALT PAVING Page I of 25 I SECTION 3212 16 2 ASPHALT PAVING 3 PART1- GENERAL 4 Ll SUMMARY 5 A. Section Includes: 6 1. Constructing a pavement layer composed of a compacted,dense-graded mixture of 7 aggregate and asphalt binder for surface or base courses 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. to 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 01 17-Permanent Asphalt Paving Repair 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Asphalt Pavement 17 a. Measurement 18 1) Measurement for this Item shall be by the square yard of completed and 19 accepted asphalt pavement in its final position for various: 20 a) Thicknesses 21 b) Types 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under"Measurement"will be paid for at the unit 25 price bid per 26 c. The price bid shall include: 27 l) Shaping and fine grading the placement area 28 2) Furnishing,loading,unloading,storing,hauling and handling all materials 29 including freight and royalty 30 3) Traffic control for all testing 31 4) Asphalt,aggregate,and additive 32 5) Materials and work needed for corrective action 33 6) Trial batches 34 7) Tack coat 35 8) Removal and/or sweeping excess material 36 2. H.M.A.C.Transition 37 a. Measurement 38 1) Measurement for this Item shall be by the ton of composite Hot Mix 39 Asphalt required for H.M.A.C.Transition. 40 b. Payment HMAC 2019-1 CITY OF FORT WORTH City Project No. 101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 321216-3 ASPHALT PAVING Page 3 of 25 1 7) Tack coat 2 8) Removal and/or sweeping excess material 3 5. H.M.A.C. Speed Cushion 4 a. Measurement 5 1) Measurement for this Item shall be per each H.M.A.C.Speed Cushion 6 installed. 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 each H.M.A.C.Speed Cushion installed and accepted in its 11 final position. 12 c. The price bid shall include: 13 1) Shaping and fine grading the roadbed 14 2) Furnishing,loading,unloading,storing,hauling and handling all materials 15 including freight and royalty 16 3) Traffic control for all testing 17 4) Asphalt,aggregate,and additive 18 5) Materials and work needed for corrective action 19 6) Trial batches 20 7) Tack coat 21 8) Removal and/or sweeping excess material 22 1.3 REFERENCES 23 A. Abbreviations and Acronyms 24 1. RAP(reclaimed asphalt pavement) 25 2. SAC(surface aggregate classification) 26 3. BRSQC(Bituminous Rated Source Quality Catalog) 27 4. AQMP(Aggregate Quality Monitoring Program) 28 5. H.M.A.C.(Hot Mix Asphalt Concrete) 29 6. WMA(Warm Mix Asphalt) 30 B. Reference Standards 31 1. Reference standards cited in this specification refer to the current reference standard 32 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. National Institute of Standards and Technology(NIST) 35 a. Handbook 44-2007 Edition: Specifications,Tolerances, and Other Technical 36 Requirements for Weighing and Measuring Devices 37 3. ASTM International(ASTM): 38 a. ASTM D6094-06 Standard Test Method for Elastic Recovery of Bituminous 39 Materials by Ductilometer 40 4. American Association of State Highway and Transportation Officials 41 a. MP2 Standard Specification for Superpave Volumetric Mix Design 42 b. PP28 Standard Practice for Superpave Volumetric Design for Hot Mix Asphalt 43 (HMA) 44 c. T 201,Kinematic Viscosity of Asphalts(Bitumens) 45 d. T 202 Standard Method of Test for Viscosity of Asphalts by Vacuum Capillary 46 Viscometer HMAC 2019-1 CITY OF FORT WORTH City Project No,101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 321216-5 ASPHALT PAVING Page 5 of 25 1 1.7 CLOSEOUT SUBMITTALS [NOT USED] 2 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 3 1.9 QUALITY ASSURANCE jNOT USED] 4 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 5 1.11 FIELD CONDITIONS 6 A. Weather Conditions 7 1. Place mixture when the roadway surface temperature is equal to or higher than the 8 temperatures listed in Table 1. 9 Table 1 10 Minimum Pavement Surface Temperatures Minimum Pavement Surface Temperatures in Degrees Fahrenheit Originally Specified High Subsurface Layers or Surface Layers Placed in Temperature Binder Night Paving Operations Daylight Operations Grade PG64 or lower 45 50 PG 70 551 601 PG 76 or higher 601 601 11 '-Contractors may pave at temperatures 10°F lower than the values shown in Table 1 12 when utilizing a paving process including WMA or equipment that eliminates thermal 13 segregation. In such cases,the contractor must use either a hand held thermal camera 14 or a hand held infrared thermometer operated in accordance with Tex-244-F to 15 demonstrate to the satisfaction of the City that the uncompacted mat has no more than 16 10°F of thermal segregation. 17 18 2. Unless otherwise shown on the Drawings,place mixtures only when weather 19 conditions and moisture conditions of the roadway surface are suitable in the 20 opinion of the City. 21 22 1.12 WARRANTY[NOT USED] 23 PART 2- PRODUCTS 24 21 OWNER-FURNISHED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. General 27 1. Furnish uncontaminated materials of uniform quality that meet the requirements of 28 the Drawings and specifications. 29 2. Notify the City of all material sources. 30 3. Notify the City before changing any material source or formulation. CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised December 20,2012 321216-7 ASPHALT PAVING Page 7 of 25 Table 2 Aggregate Quali Requirements Property Test Method Requirement Coarse Aggregate SAC AQMP As shown on Drawings Deleterious material, percent,max Tex-217-F,Part 1 1.5 Decantation, percent,max Tex-217-F,Part II 1.5 Micro-Deval abrasion, percent,max Tex-461-A Note 1 Los Angeles abrasion, percent,max Tex-410-A 40 Magnesium sulfate soundness,5 cycles, percent,max Tex-411-A 302 Coarse aggregate angularity,2 crushed faces, Tex 460-A,Part I 853 percent,min Flat and elongated particles 2 5:1, percent,max Tex-280-F 10 Fine A re ate Linear shrinkage, percent,max Tex-107-E 3 Combined Aggrepte Sand equivalent, percent,min I Tex-203-F 45 1.Not used for acceptance purposes.Used by the City as an indicator of the need for further investigation. 2.Unless otherwise shown on the Drawings. 3.Unless otherwise shown on the Drawings.Only applies to crushed gravel. 1 m. Coarse Aggregate 2 1) Coarse aggregate stockpiles must have no more than 20 percent material 3 passing the No. 8 sieve. 4 2) Maximum aggregate size should not be over half of the proposed lift depth 5 to prevent particle on particle contact issues. 6 3) Provide aggregates from sources listed in the BRSQC. 7 4) Provide aggregate from unlisted sources only when tested by the City 8 and/or approved before use. 9 5) Allow 30 calendar days for the City to sample,test,and report results for 10 unlisted sources. 11 6) Class B aggregate meeting all other requirements in Table 2 may be 12 blended with a Class A aggregate in order to meet requirements for Class A 13 materials. 14 7) When blending Class A and B aggregates to meet a Class A requirement, 15 ensure that at least 50 percent by weight of the material retained on the 16 No.4 sieve comes from the CIass A aggregate source. 17 8) Blend by volume if the bulk specific gravities of the Class A and B 18 aggregates differ by more than 0.300. 19 9) When blending,do not use Class C or D aggregates. 20 10)For blending purposes,coarse aggregate from RAP will be considered as 21 Class B aggregate. 22 11)Provide coarse aggregate with at least the minimum SAC shown on the 23 Drawings. 24 12) SAC requirements apply only to aggregates used on the surface of travel 25 lanes,unless otherwise shown on the Drawings. 26 n. RAP is salvaged,milled,pulverized,broken, or crushed asphalt pavement. 27 1) No RAP permitted for TYPE D H.M.A.C. CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised December 20,2012 321216-9 ASPHALT PAVING Page 9 of 25 Table 3 Gradation Requirements for Fine Aggregate percent Passing by Weight or Sieve Size Volume 3/8" 100 #8 70-100 #200 0-30 1 2 2. Mineral Filler 3 a. Mineral filler consists of finely divided mineral matter such as agricultural 4 lime,crusher fines,hydrated lime, cement,or fly ash. 5 b. Mineral filler is allowed unless otherwise shown on the Drawings. 6 c. Do not use more than 2 percent hydrated lime or cement, unless otherwise 7 shown on the Drawings.The Drawings may require or disallow specific 8 mineral fillers.When used,provide mineral filler that: 9 1) Is sufficiently dry,free-flowing,and free from clumps and foreign matter; 10 2) Does not exceed 3 percent linear shrinkage when tested in accordance with 11 Tex-107-E;and meets the gradation requirements in Table 4. 12 Table 4 13 Gradation Requirements for Mineral Filler percent Passing by Weight or Sieve Size Volume #8 100 #200 55-100 14 15 3. Baghouse Fines 16 a. Fines collected by the baghouse or other dust-collecting equipment may be 17 reintroduced into the mixing drum 18 4. Asphalt Binder 19 a. Furnish the type and grade of performance-graded(PG)asphalt binder specified 20 as follows: 21 1) Performance-Graded Binders(PG Binders) 22 a) Must be smooth and homogeneous 23 b) Show no separation when tested in accordance with Tex-540-C 24 c) Meet Table 5 requirements CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised December 20,2012 00 N 00 00 L N N G 00 N ,n N N a f�`� C.v N C V v d' v , Ctg o g 00 00 cq AwCIA U� o N N � N N .-ti � � ctiv � '❑o❑ Co '�' O � A ' eU YN N •p d• d• d '� O �t� 42. a o a oo 00 o0 °3 Na 'm z U n O fi"4 L1 d w op O N u 0. a� a� p _4j o^ V n N "0 M, '' 00 G\ N N y b ' � 0� WElo V �} W N N N N N m •S V C W N N .-� ,p C O ' A o 3 � P� N 3 , d N N a E N �+ N m oo o o fry N a 0 '�� c '� r avi ami m oo r �" °' •q U �ai Cu o A z `�jd Ss7 p0", 10 ami Jp} o � o �tz O .-- i Lam'.•� v 44wj •�' p0,� Z cr! N . N N ,C O Sim �[� sCC•' oU C 7 N^o .N y�U�N $1, M 7-• G" ly iT.� N o p C al a7 ?Z a� �+ �; a� FOU O � •� � � rd � y '� i�' � �� o cv � f�' �'w a '-' O c�i 2 LP u� „N o . ?. Q Uri R4 32 12 16-13 ASPHALT PAVING Page 13 of25 1 2) Furnish the City with representative samples of all materials used in the 2 mixture design. 3 3) The City will verify the mixture design. 4 4) If the design cannot be verified by the City,furnish another mixture design. 5 Table 6 Master Gradation Bands(percent Passing by Weight or Volume) and Volumetric Properties B C D Sieve Fine Coarse Fine Size Base Surface Surface - 1" 98.0-100.0 - - 3/4" 84.0-98.0 95.0-100.0 - 1/2" 3/8" 60.0-80.0 70.0-85.0 85.0-100.0 #4 40.0-60.0 43.0-63.0 50.0-70.0 #8 29.0-43.0 32.0-44.0 35.0-46.0 #30 13.0-28.0 14.0-28.0 15.0-29.0 450 6.0-20.0 7.0-21.0 7.0-20.0 #200 2.0-7.0 2.0-7.0 2.0-7.0 Design VMA', percent Minimum - 13.0 1 14.0 1 15.0 Plant-Produced VMA, percent Minimum 12.0 13.0 14.0 1.Voids in Mineral Aggregates. 6 7 8 Table 7 LaboratoryMixture Des 9i n Pro erties est p � 10 Pro T a Method Requirement 11 12 Target laboratory- olded densIty, percent Tex-207-F 96.01 13 Tensile strength(dry),psi(molded to 93 Tex-226-F 85-2002 14 percent fl percent density) 15 Boil test' Tex-530-C - 16 1.Unless otherwise shown on the Drawings. 17 2.May exceed 200 psi when approved and may be waived when approved. 3.Used to establish baseline for comparison to production results.May be waived when 18 approved. 19 20 8. Warm Mix Asphalt(WMA) 21 a. WMA is defined as additives or processes that allow a reduction in the 22 temperature at which asphalt mixtures are produced and placed. 23 b. WMA is allowed for use at the Contractor's option unless otherwise shown on 24 the Drawings. 25 c. Produce an asphalt mixture within the temperature range of 215 degrees F and 26 275 degrees F. HMAC 2019-1 CITY OF FORT WORTH Cit Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Y Revised December 20,2012 321216-15 ASPHALT PAVING Page 15 of 25 1 2) Provide certified scales,scale installations,and measuring equipment 2 meeting the requirements of NIST Handbook 44,except that the required 3 accuracy must be 0.4 percent of the material being weighed or measured. 4 3) Furnish leak-free weighing containers large enough to hold a complete 5 batch of the material being measured. 6 b. Truck Scales 7 1) Furnish platform truck scales capable of weighing the entire truck or truck- 8 trailer combination in a single draft. 9 c. Aggregate Batching Scales 10 1) Equip scales used for weighing aggregate with a quick adjustment at zero 11 that provides for any change in tare. 12 2) Provide a visual means that indicates the required weight for each 13 aggregate. 14 d. Suspended Hopper 15 1) Provide a means for the addition or the removal of small amounts of 16 material to adjust the quantity to the exact weight per batch. 17 2) Ensure the scale equipment is level. 18 e. Belt Scales 19 1) Use belt scales for proportioning aggregate that are accurate to within 1.0 20 percent based on the average of 3 test runs,where no individual test run 21 exceeds 2.0 percent when checked in accordance with Tex-920-K. 22 f. Asphalt Material Meter 23 1) Provide an asphalt material meter with an automatic digital display of the 24 volume or weight of asphalt material. 25 2) Verify the accuracy of the meter in accordance with Tex-921-K. 26 3) When using the asphalt meter for payment purposes,ensure the accuracy of 27 the meter is within 0.4 percent. 28 4) When used to measure component materials only and not for payment, 29 ensure the accuracy of the meter is within 1.0 percent. 30 g. Liquid Asphalt Additive Meters 31 1) Provide a means to check the accuracy of meter output for asphalt primer, 32 fluxing material,and liquid additives. 33 2) Furnish a meter that reads in increments of 0.1 gallon or less. 34 3) Verify accuracy of the meter in accordance with Tex-923-K. 35 4) Ensure the accuracy of the meter within 5.0 percent. 36 4. Drum-Mix Plants.Provide a mixing plant that complies with the requirements 37 below. 38 a. Aggregate Feed System 39 1) Provide: 40 a) A minimum of 1 cold aggregate bin for each stockpile of individual 41 materials used to produce the mix 42 b) Bins designed to prevent overflow of material 43 c) Scalping screens or other approved methods to remove any oversized 44 material,roots,or other objectionable materials 45 d) A feed system to ensure a uniform,continuous material flow in the 46 desired proportion to the dryer 47 e) An integrated means for moisture compensation 48 f) Belt scales,weigh box, or other approved devices to measure the 49 weight of the combined aggregate HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 32 12 16-17 ASPHALT PAVING Page 17 of 25 1 1) Provide enough hot bins to separate the aggregate and to control 2 proportioning of the mixture type specified. 3 a) Supply bins that discard excessive and oversized material through 4 overflow chutes. 5 b) Provide safe access for inspectors to obtain samples from the hot bins. 6 b. Aggregate Weigh Box and Batching Scales 7 1) Provide a weigh box and batching scales to hold and weigh a complete 8 batch of aggregate. 9 2) Provide an automatic proportioning system with low bin indicators that 10 automatically stop when material level in any bin is not sufficient to 11 complete the batch. 12 c. Asphalt Binder Measuring System 13 1) Provide bucket and scales of sufficient capacity to hold and weigh binder 14 for 1 batch. 15 d. Mixer 16 1) Equipment mixers with an adjustable automatic timer that controls the dry 17 and wet mixing period and locks the discharge doors for the required 1g mixing period 19 2) Furnish a pug mill with a mixing chamber large enough to prevent spillage. 20 6. Modified Weigh-Batch Plants.Provide a mixing plant that complies with Section 21 2.2.B.5. "Weigh-Batch Plants,"except as specifically described below. 22 a. Aggregate Feeds 23 1) Aggregate control is required at the cold feeds.Hot bin screens are not 24 required. 25 b. Surge Bins 26 1) Provide 1 or more bins large enough to produce 1 complete batch of 27 mixture. 28 c. Hauling Equipment 29 1) Provide trucks with enclosed sides to prevent asphalt mixture loss. 30 2) Cover each load of mixture with waterproof tarpaulins. 31 3) Before use,clean all truck beds to ensure the mixture is not contaminated. 32 4) When necessary,coat the inside truck beds with an approved release agent 33 from the City. 34 d. Placement and Compaction Equipment 35 1) Provide equipment that does not damage underlying pavement. 36 2) Comply with laws and regulations concerning overweight vehicles. 37 3) When permitted,other equipment that will consistently produce satisfactory 38 results may be used. 39 7. Asphalt Paver 40 a. General 41 1) Furnish a paver that will produce a finished surface that meets longitudinal 42 and transverse profile,typical section,and placement requirements. 43 2) Ensure the paver does not support the weight of any portion of hauling 44 equipment other than the connection. 45 3) Provide loading equipment that does not transmit vibrations or other 46 motions to the paver that adversely affect the finished pavement quality. 47 4) Equip the paver with an automatic,dual,longitudinal-grade control system 48 and an automatic,transverse-grade control system. 49 b. Tractor Unit IIMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 32 12 16-19 ASPHALT PAVING Page 19 of 25 1 13. Straightedges and Templates.Furnish 10 foot straightedges and other templates as 2 required or approved. 3 14. Distributor vehicles 4 a. Furnish vehicle that can achieve a uniform tack coat placement. 5 b. The nozzle patterns,spray bar height and distribution pressure must work 6 together to produce uniform application. 7 c. The vehicle should be set to provide a"double lap"or"triple lap"coverage. 8 d. Nozzle spray patterns should be identical to one another along the distributor 9 spray bar. 10 e. Spray bar height should remain constant. 11 f. Pressure within the distributor must be capable of forcing the tack coat material 12 out of spray nozzles at a constant rate. 13 15. Coring Equipment 14 a. When coring is required,provide equipment suitable to obtain a pavement 15 specimen meeting the dimensions for testing. 16 B. Construction 17 1. Design,produce,store,transport,place,and compact the specified paving mixture 18 in accordance with the requirements of this Section. 19 2. Unless otherwise shown on the Drawings,provide the mix design. 20 3. The City will perform quality assurance(QA)testing. 21 4. Provide quality control(QC)testing as needed to meet the requirements of this 22 Section. 23 C. Production Operations 24 1. General 25 a. The City may suspend production for noncompliance with this Section. 26 b. Take corrective action and obtain approval to proceed after any production 27 suspension for noncompliance. 28 2. Operational Tolerances 29 a. Stop production if testing indicates tolerances are exceeded on any of the 30 following: 31 1) 3 consecutive tests on any individual sieve 32 2) 4 consecutive tests on any of the sieves 33 3) 2 consecutive tests on asphalt content 34 b. Begin production only when test results or other information indicate,to the 35 satisfaction of the City,that the next mixture produced will be within Table 9 36 tolerances. 37 3. Storage and Heating of Materials 38 a. Do not heat the asphalt binder above the temperatures specified in Section 39 2.2.A.or outside the manufacturer's recommended values. 40 b. On a daily basis,provide the City with the records of asphalt binder and hot- 41 mix asphalt discharge temperatures in accordance with Table 10. 42 c. Unless otherwise approved,do not store mixture for a period long enough to 43 affect the quality of the mixture,nor in any case longer than 12 hours. 44 4. Mixing and Discharge of Materials 45 a. Notify the City of the target discharge temperature and produce the mixture 46 within 25 degrees F of the target. HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 321216-21 ASP14ALT PAVING Page 21 of 25 1 j. When a tacked road surface must be opened to traffic,they should be covered 2 with sand to provide friction and prevent pick-up. 3 k. A typical rate for applying a sand cover is 4 to 8 lbs/square yard. 4 10. General placement requirements 5 a. Material should be delivered to maintain a relatively constant head of material 6 in front of the screed. 7 b. The hopper should never be allowed to empty during paving. 8 c. Dumping wings between trucks not allowed.Dispose of at end of days 9 production. 10 E. Lay-Down Operation 11 1. Minimum Mixture Placement Temperatures.Use Table 10 for minimum mixture 12 placement temperatures. 13 2. Windrow Operations.When hot mix is placed in windrows,operate windrow 14 pickup equipment so that substantially all the mixture deposited on the roadbed is 15 picked up and loaded into the paver. 16 Table 10 17 suggested Minimum Mixture Placement Temperature Minimum Placement High-Temperature Temperature Binder Grade Before Enterin Paver PG 64 or lower 260°F PG 70 270°F EG 76 280°F [EPGE8P2r hi her 290°F 18 F. Compaction 19 1. Use air void control unless ordinary compaction control is specified on the 20 Drawings. 21 2. Avoid displacement of the mixture.If displacement occurs,correct to the 22 satisfaction of the City. 23 3. Ensure pavement is fully compacted before allowing rollers to stand on the 24 pavement. 25 4. Unless otherwise directed,use only water or an approved release agent on rollers, 26 tamps,and other compaction equipment. 27 5. Keep diesel,gasoline,oil,grease,and other foreign matter off the mixture. 28 6. Unless otherwise directed,operate vibratory rollers in static mode when not 29 compacting,when changing directions,or when the plan depth of the pavement mat 30 is less than 1-112 inches. 31 7. Use tamps to thoroughly compact the edges of the pavement along curbs,headers, 32 and similar structures and in locations that will not allow thorough compaction with 33 the rollers. 34 8. The City may require rolling with a trench roller on widened areas,in trenches, and 35 in other limited areas. 36 9. Allow the compacted pavement to cool to 160 degrees F or lower before opening to 37 traffic unless otherwise directed. HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 321216-23 ASPHALT PAVING Page 23 of25 1 f. When rolling with the 3-wheel,tandem or vibratory rollers,start by first rolling 2 the joint with the adjacent pavement and then continue by rolling longitudinally 3 at the sides. 4 g. Proceed toward the center of the pavement,overlapping on successive trips by 5 at least 1 ft., unless otherwise directed. 6 h. Make alternate trips of the roller slightly different in length. 7 i. On superelevated curves,begin rolling at the low side and progress toward the 8 high side unless otherwise directed. 9 G. Irregularities 10 1. Identify and correct irregularities including,but not limited to segregation,rutting, 11 raveling,flushing,fat spots,mat slippage,irregular color,irregular texture,roller i2 marks,tears,gouges,streaks,uncoated aggregate particles,or broken aggregate 13 particles. 14 2. The City may also identify irregularities,and in such cases,the City shall promptly 15 notify the Contractor. 16 3. If the City determines that the irregularity will adversely affect pavement 17 performance,the City may require the Contractor to remove and replace(at the 18 Contractor's expense)areas of the pavement that contain the irregularities and areas 19 where the mixture does not bond to the existing pavement. 20 4. If irregularities are detected,the City may require the Contractor to immediately 21 suspend operations or may allow the Contractor to continue operations for no more 22 than 1 day while the Contractor is taking appropriate corrective action. 23 5. The City may suspend production or placement operations until the problem is 24 corrected. 25 6. At the expense of the Contractor and to the satisfaction of the City,remove and 26 replace any mixture that does not bond to the existing pavement or that has other 27 surface irregularities identified above. 28 3.5 REPAIR 29 A. See Section 32 01 17. 30 3.6 QUALITY CONTROL 31 A. Production Testing 32 1. Perform production tests to verify asphalt paving meets the performance standard 33 required in the Drawings and specifications. 34 2. City to measure density of asphalt paving with nuclear gauge. 35 3. City to core asphalt paving from the normal thickness of section once acceptable 36 density achieved.City identifies location of cores. 37 a. Minimum core diameter: 4 inches 38 b. Minimum spacing:200 feet 39 c. Minimum of 1 core every block 40 d. Alternate lanes between core 41 4. City to use cores to determine pavement thickness and calculate theoretical density. 42 a. City to perform theoretical density test a minimum of 1 per day per street. 43 B. Density Test 44 1. The average measured density of asphalt paving must meet specified density. HMAC 2019-1 CITY OF FORT WORTHCity Project No101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS . Revised December 20,2012 321216-25 ASPHALT PAVING Page 25 of 25 1 Table 12 2 Thickness Deficiency Penalties Deficiency in Thickness Proportional Part Determined by Cores Of Contract Price Greater Than 0 percent-Not More than 10 percent 90 percent Greater Than 10 percent-Not More than 15 percent 80 percent remove and replace at the entire cost and Greater Than 15 percent expense of Contractor as directed by City. 3 4 5. If,in the judgment of the City,the area of such deficiency warrants removal,the 5 area shall be removed and replaced,at the Contractor's entire expense,with asphalt 6 paving of the thickness shown on the Drawings. 7 7. No additional payment over the contract unit price shall be made for any pavement 8 of a thickness exceeding that required by the Drawings. 9 3.7 FIELD QUALITY CONTROL [NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION[NOT USED] 15 3.13 MAINTENANCE]NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 END OF SECTION 18 Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D.Johnson 1.2.A—Modified items to be included in price bid 19 HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 321273-2 ASPHALT PAVING CRACK SEALANTS Page 2 of 5 1 d. T 53,Point of Bitumen(Ring-and-Ball Apparatus). 2 e. T 59, Standard Method of Test for Emulsified Asphalt. 3 4. Texas Department of Transportation 4 a. Item 300: "Asphalt,Oils and Emulsions". 5 b. Tex-543-C,Evaporative Recovery of Residue for Emulsified Crack Sealant. 6 c. Tex-544-C,Rubber Content for Rubber-Asphalt Crack Sealant. 7 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 8 1.5 ACTION SUBMITTALS [NOT USED] 9 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS 10 A. Test and Evaluation Reports 11 1. Prior to installation,CONTRACTOR shall furnish the City certification by an 12 independent testing laboratory that the crack sealant from each lot of sealant to be 13 used,meets the requirements of this Section. 14 2. The manufacturer of the crack sealant shall have a minimum two-year 15 demonstrated,documented successful field performance with asphalt and concrete 16 pavement crack sealant systems. Verifiable documentation shall be submitted to 17 the City. 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 CONDITIONS 23 A. Weather Conditions 24 1. Place mixture according to manufacturer specifications. 25 2. Unless otherwise shown on the Drawings,place mixtures only when weather 26 conditions and moisture conditions of the roadway surface are suitable in the 27 opinion of the City. 28 1.12 WARRANTY [NOT USED] 29 PART 2- PRODUCTS 30 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 31 2.2 MATERIALS&EQUIPMENT 32 A. Materials 33 1. Use materials approved by the City. 34 2. Furnish materials unless otherwise shown on the Drawings in accordance with 35 ASTM D 6690-07 and ASTM D 5329-09 and Tables 1 and 2. 36 a. Polymer modified asphalt-emulsion crack sealer must meet the requirements of 37 Table 1. CITY OF FORT WORTH H AAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised December 20,2012 321273-4 ASPHALT PAVING CRACK SEALANTS Page 4 of 5 1 a. Double-boiler/agitator-type kettle.Used to heat and install the hot-applied crack 2 sealant. 3 b. Hose. Transfer the sealant from the kettle to the crack by means of a direct- 4 connected pressure-type extruding device(hose)with a nozzle that will insert in 5 the crack. 6 1) The equipment should allow recirculation into the inner kettle when scaling 7 is not performed. rs should be positioned on the equipment to ensure g c. Thermometers.Thermomete 9 application temperatures are being met. 10 d. Handtools. Due to the nature of cracks,handtools are required to insert the 11 sealant material in cracks that are deeper than 314 inch. 12 1) These tools should not twist,cut,or damage the sealant material. 13 C. Air compressor. Consists of an air compressor,hoses,and a venturi-type 14 nozzle with an opening not exceed 114 inch. 15 1) The air compressor should be equipped with traps that will keep the 16 compressed air free of oil and moisture. 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 [NOT USED] 22 3.3 PREPARATION 23 A. Surface Preparation 24 1. Singular cracks will be thoroughly cleaned of all debris and foreign material with 25 an industrial air compressor. 26 2. The pavement shall be free of moisture. 27 3.4 INSTALLATION 28 A. Exercise caution to prevent additional damage to the pavement surface. 29 B. Crack Sealant 30 1. The crack should be sealed from the bottom to the top to minimize bubbling due to 31 entrapped air. approximately 118 to 114 inch below the pavement 32 2. The sealant should be recessed 33 surface to prevent tracking. 34 3. A squeegee may be used to remove excess sealant from the pavement surface when 35 a crack is overfilled. 14MAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 321320-1 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page I of 6 1 SECTION 32 13 20 2 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Concrete sidewalks 7 2. Driveways 8 3. Barrier free ramps 9 B. Deviations from this City of Fort Worth Standard Specification 10 1. None. 11 C. Related Specification Sections include,but are not necessarily limited to: 12 1. Division 0-Bidding Requirements,Contract Forms,and Conditions of the Contract 13 2. Division 1 -General Requirements 14 3. Section 02 41 13 -Selective Site Demolition 15 4. Section 32 13 13 -Concrete Paving 16 5. Section 32 13 73 -Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Concrete Sidewalk 20 a. Measurement 1) Measurement for this Item shall be by the square foot of completed and 21 22 accepted Concrete Sidewalk in its final position for various: 23 a) Thicknesses 24 b) Types 25 b. Payment 26 1) The work performed and materials furnished in accordance with this Item 27 and measured as provided under"Measurement"will be paid for at the unit 28 price bid per square foot of Concrete Sidewalk. 29 c. The price bid shall include: 30 1) Excavating and preparing the subgrade 31 2) Furnishing and placing all materials 32 2. Concrete Curb at Back of Sidewalk(6 to 12 inch max) 33 a. Measurement 34 1) Measurement for this Item shall be by the linear foot of completed and 35 accepted Concrete Curb at the Back of Sidewalk within the 6 to 12 inch curb 36 height at back of walk in its final position. 37 b. Payment 38 1) The work performed and materials furnished in accordance with this Item 39 and measured as provided under"Measurement"will be paid for at the unit 40 price bid per linear foot of Concrete Curb at the Back of Sidewalk. 41 c. The price bid shall include: ,42 1) Excavating and preparing the subgrade H,AAC 2019-1 CITY OF FORT WORTS City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 5,2018 321320-3 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 3 of 6 1 b. D698,Test Methods for Laboratory Compaction Characteristics of Soil Using 2 Standard Effort(12,400 ft-lbf/f13) 3 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 4 1.5 SUBMITTALS [NOT USED] 5 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 6 A. Mix Design: submit for approval. Section 32 13 13. 7 B. Product Data: submit product data and sample for pre-cast detectable warning for a barrier free ramp. 9 1.7 CLOSEOUT SUBMITTALS [NOT USED] 10 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 11 1.9 QUALITY ASSURANCE [NOT USED] 12 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 13 1.11 FIELD CONDITIONS 14 A. Weather Conditions: Placement of concrete shall be as specified in Section 32 13 13. 15 1.12 WARRANTY [NOT USED] 16 PART 2- PRODUCTS 17 2.1 OWNER-FURNISHED PRODUCTS[NOT USED] 18 2.2 EQUIPMENT AND MATERIALS 19 A. Forms:wood or metal straight,free from warp and of a depth equal to the thickness of 20 the finished work. 21 B. Concrete: see Section 32 13 13. 22 1. Unless otherwise shown on the Drawings or detailed specifications,the standard 23 class for concrete sidewalks, driveways and barrier free ramps is shown in the 24 following table: 25 Standard Classes of Pavement Concrete Class of Minimum 28 Day Min. Maximum Course Concrete' Cementitious, Compressive Water/ Aggregate Lb./CY Strengthz Cementitious Maximum psi Ratio Size, inch A 470 3000 0.58 26 C. Reinforcement: see Section 32 13 13. 27 1. Sidewalk,driveway and barrier free ramp reinforcing steel shall be 43 deformed 28 bars at 18 inches on-center-both-ways at the center plane of all slabs,unless 29 otherwise shown on the Drawings or detailed specifications. 30 D. Joint Filler 31 1. Wood Filler: see Section 32 13 13. 32 2. Pre-Molded Asphalt Board Filler 33 a. Use only in areas where not practical for wood boards. CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised June 5,2018 321320-5 CONCRETE SIDEWALKS,DRIVEWAYS AND BARRIER FREE RAMPS Page 5 of 6 1 E. Finishing 2 1. Concrete sidewalks,driveways and barrier free ramps shall be finished to a true, 3 even surface. 4 2. Trowel and then brush transversely to obtain a smooth uniform brush finish. 5 3. Provide exposed aggregate finish if specified. 6 4. Edge joints and sides shall with suitable tools. 7 F. Joints 8 1. Expansion joints for sidewalks,driveways and barrier free ramps shall be formed 9 using redwood. 10 2. Expansion joints shall be placed at 40 foot intervals for 4 foot wide sidewalk and 50 11 foot intervals for 5 foot wide and greater sidewalk. 12 3. Expansion joints shall also be placed at all intersections,sidewalks with concrete 13 driveways, curbs,formations,other sidewalks and other adjacent old concrete work. 14 Similar material shall be placed around all obstructions protruding into or through 15 sidewalks or driveways. 16 4. All expansion joints shall be 112 inch in thickness. 17 5. Edges of all construction and expansion joints and outer edges of all sidewalks shall 18 be finished to approximately a 112 inch radius with a suitable finishing tool. 19 6. Sidewalks shall be marked at intervals equal to the width of the walk with a 20 marking tool. 21 7. When sidewalk is against the curb, expansion joints shall match those in the curb. 22 G. Barrier Free Ramp 23 1. Furnish and install brick red color pre-cast detectable warning Dome-Tile, 24 manufactured by StrongGo Industries or approved equal by the City. 25 2. Detectable warning surface shall be a minimum of 24-inch in depth in the direction 26 of pedestrian travel,and extend to a minimum of 48-inch along the curb ramp or 27 landing where the pedestrian access route enters the street. 28 3. Locate detectable warning surface so that the edge nearest the curb line is a 29 minimum of 6-inch and maximum of 8-inch from the extension of the face of the 30 curb. 31 4. Detectable warning Dome-Tile surface may be curved along the corner radius. 32 5. Install detectable warning surface according to manufacturer's instructions. IIMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised June 5,2018 321613-1 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page I of 6 1 SECTION 32 16 13 2 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS 3 4 PART1- GENERAL 5 1.1 SUMMARY 6 A. Section Includes: 7 1. Concrete Curbs and Gutters 8 2, Concrete Valley Gutters 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 Contract 13 2. Division 1 -General Requirements 14 3. Section 02 41 13 -Selective Site Demolition 15 4. Section 32 13 13 -Concrete Paving 16 5. Section 32 13 73 -Concrete Paving Joint Sealants 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. Concrete Curb and Gutter 20 a. Measurement 21 1) Measurement for this Item shall be by the linear foot of Concrete Curb and 22 Gutter. 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 linear foot of Concrete Curb and Gutter complete and in place 27 by curb height. 28 c. The price bid shall include: 29 1) Preparing the subgrade 30 2) Furnishing and placing all materials,including foundation course, 31 reinforcing steel,and expansion material 32 2. Concrete Valley Gutter 33 a. Measurement 34 1) Measurement for this Item shall be by the square yard of Concrete Valley 35 Gutter. 36 b. Payment 37 1) The work performed and materials furnished in accordance with this Item 38 and measured as provided under"Measurement"will be paid for at the unit 39 price bid per square yard of Concrete Valley Gutter complete and in place 40 for: 41 a) Various street types HMAC 2019-1 CITY OP FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 05,2016 321613-3 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 3 of 6 1 c. Install the required size and uniform thickness and as specified in the Drawings. 2 d. Include two liners of 0.016 asphalt impregnated kraft paper filled with a mastic 3 mixture of asphalt and vegetable fiber and/or mineral filler. 4 E. Expansion Joint Sealant: See Section 32 13 73. 5 2.3 ACCESSORIES [NOT USED] 6 2.4 SOURCE QUALITY CONTROL[NOT USED] 7 PART 3 - EXECUTION 8 3.1 INSTALLERS tNOT USED] 9 3.2 EXAMINATION[NOT USED1 10 3.3 PREPARATION 11 A. Demolition/Removal: See Section 02 41 13. 12 3.4 INSTALLATION 13 A. Forms 14 1. Extend forms the full depth of concrete. 15 2. Wood forms:minimum of 1-112 inches in thickness 16 3. Metal Forms: a gauge that shall provide equivalent rigidity and strength 17 4. Use acceptable wood or metal forms for curves with a radius of less than 250 feet. 18 5. All forms showing a deviation of 118 inch in 10 feet from a straight line shall be 19 rejected. 20 S. Reinforcing Steel 21 1. Place all necessary reinforcement for City approval prior to depositing concrete. 22 2. All steel must be free from paint and oil and all loose scale,rust,dirt and other 23 foreign substances. 24 3. Remove foreign substances from steel before placing. 25 4. Wire all bars at their intersections and at all laps or splices. 26 5. Lap all bar splices a minimum of 20 diameters of the bar or 12 inches,whichever is 27 greater. 28 C. Concrete Placement 29 1. Deposit concrete to maintain a horizontal surface. 30 2. Work concrete into all spaces and around any reinforcement to form a dense mass 31 free from voids. 32 3. Work coarse aggregate away from contact with the forms 33 4. Hand-Laid Concrete—Curb and gutter 34 a. Shape and compact subgrade to the lines,grades and cross section shown on the 35 Drawings. 36 b. Lightly sprinkle subgrade material immediately before concrete placement. 37 c. Deposit concrete into forms. HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 05,2016 321613-5 CONCRETE CURB AND GUTTERS AND VALLEY GUTTERS Page 5 of 6 1 B. Concrete Tests: Perform testing of fresh concrete sample obtained according to 2 ASTM C172 with the following requirements: 3 1. Testing Frequency: Obtain 1 fresh concrete sample for each day's pour of each 4 concrete mixture exceeding 5 cubic yard,but less than 150 cubic yard,plus I set for 5 each additional 150 cubic yard or fraction thereof. 6 2. Slump: ASTM C143; 1 test at point of placement for each concrete sample,but not 7 less than I test for each day's pour of each concrete mixture. Perform additional 8 tests when concrete consistency appears to change. 9 3. Air Content: ASTM C231,pressure method,for normal-weight concrete; 1 test for 10 each sample,but not less than 1 test for each day's pour of each concrete mixture. 11 4. Concrete Temperature: ASTM C 1064; 1 test for each concrete sample. 12 5. Compression Test Specimens: ASTM C31. 13 a. Cast and laboratory cure 3 cylinders for each fresh concrete sample. 14 1) Do not transport field cast cylinders until they have cured for a 15 minimum of 24 hours. 16 6. Compressive-Strength Tests: ASTM C39; 17 a. Test 1 cylinder at 7 days. 18 b. Test 2 cylinders at 28 days. 19 7. Upload test results into Buzzsaw within 48 hours of testing. Reports of 20 compressive-strength tests shall contain Project identification name and number, 21 date of concrete placement,name of concrete tester and inspector, location of 22 concrete batch in Work,design compressive strength at 28 days,concrete mixture 23 proportions and materials,compressive breaking strength,and type of break for 24 both 7-and 28-day tests. 25 8. Additional Tests: Additional tests of concrete shall be made when test results 26 indicate that slump,air entrainment,compressive strengths,or other City 27 specification requirements have not been met. The Lab Services division may 28 conduct or request tests to determine adequacy of concrete by cored cylinders 29 complying with ASTM C42 or by other methods as directed by the Project 30 Manager. 31 a. When the strength level of the concrete for any portion of the structure,as 32 indicated by cylinder tests,falls below the specified requirements,provide 33 improved curing conditions and/or adjustments to the mix design as required to 34 obtain the required strength.If the average strength of the laboratory control 35 cylinders falls so low as to be deemed unacceptable,follow the core test 36 procedure set forth in ACI 301,Chapter 17.Locations of core tests shall be 37 approved by the Project Engineer.Core sampling and testing shall be at 38 Contractors expense. 39 b. If the results of the core tests indicate that the strength of the structure is 40 inadequate, any replacement,load testing,or strengthening as may be ordered 41 by the Project Engineer shall be provided by the Contractor without cost to the 42 City. 43 9. Additional testing and inspecting,at Contractor's expense,will be performed to 44 determine compliance of replaced or additional work with specified requirements. 45 10. Correct deficiencies in the Work that test reports and inspections indicate does not 46 comply with the Contract Documents. 47 3.8 SYSTEM STARTUP[NOT USED] CITY OF FORT WORTH I-IMAC 2019-1 City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 05,2016 321723-1 PAVEMENT MARKINGS Page 1 of 11 I SECTION 32 17 23 2 PAVEMENT MARKINGS 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Pavement Markings 7 a. Thermoplastic,hot-applied,spray(HAS)pavement markings 8 b. Thermoplastic,hot-applied,extruded(RAE)pavement markings 9 c. Preformed polymer tape 10 d. Preformed heat-activated thermoplastic tape 11 2. Raised markers 12 3. Work zone markings 13 4. Removal of pavement markings and markers 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. Pavement Markings 22 a. Measurement 23 1) Measurement for this Item shall be per linear foot of material placed. 24 b. Payment 25 1) The work performed and materials furnished in accordance with this Item 26 and measured as provided under"Measurement"shall be paid for at the 27 unit price bid per linear foot of"Pvmt Marking"installed for: 28 a) Various Widths 29 b) Various Types 30 c) Various Materials 31 d) Various Colors 32 c. The price bid shall include: 33 1) Installation of Pavement Marking 34 2) Glass beads,when required 35 3) Surface preparation 36 4) Clean-up 37 5) Testing(when required) 38 2. Legends 39 a. Measurement 40 1) Measurement for this Item shall be per each Legend installed. 41 b. Payment HMAC 2019-1 CITY OF FORT WORTH City Project No. 101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22,2013 321723-3 PAVEMENT MARKINGS Page 3 of 11 1 1) The work performed and materials furnished in accordance with this Item 2 and measured as provided under"Measurement"shall be paid for at the 3 unit price bid per linear foot of"Remove Pvmt Marking"performed for: 4 a) Various widths 5 c. The price bid shall include: 6 1) Removal of Pavement Markings 7 2) Clean-up 8 7. Raised Marker Removal 9 a. Measurement 10 1) Measurement for this Item shall be per each Pavement Marker removed. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item 13 shall be paid for at the unit price bid per each"Remove Raised Marker" 14 performed. 15 c. The price bid shall include: 16 1) Removal of each Marker 17 2) Disposal of removed materials 18 3) Clean-up 19 8. Legend Removal 20 a. Measurement 21 1) Measure for this Item shall be per each Legend removed. 22 b. Payment 23 1) The work performed and materials furnished in accordance with this Item 24 and measured as provided under"Measurement"shall be paid for at the 25 unit price bid per linear foot of"Remove Legend"performed for: 26 a) Various types 27 b) Various applications 28 c. The price bid shall include: 29 1) Removal of Pavement Markings 30 2) Clean-up 31 1.3 REFERENCES 32 A. Reference Standards 33 1. Reference standards cited in this Specification refer to the current reference 34 standard published at the time of the latest revision date logged at the end of this 35 Specification,unless a date is specifically cited. 36 2. Texas Manual on Uniform Traffic Control Devices MUTCD 2011 Edition 37 a. Part 3,Markings hw 38 3, American Association of State Hii~--aand Transportation Officials AASHTO 39 a. Standard Specification for Glass Beads Used in Pavement Markings, M 247-09 40 4. Federal HighnLay HighwayAdministration FILA 41 a. 23 CFR Part 655,F14WA Docket No.FHWA-2009-0139 42 5. Texas De artment of Trans ortation T 000 43 a. DMS-4200,Pavement Markers(Reflectorized) 44 b. DMS-4300,Traffic Buttons 45 c. DMS-8220,Hot Applied Thermoplastic 46 d. DMS-8240,Permanent Prefabricated Pavement Markings 47 e. DMS-8241,Removable Prefabricated Pavement Markings HMAC 2019-1 CITY OF FORT WORTH City Project No, 101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22,2013 321723-5 PAVEMENT MARKINGS Page 5 of 11 1 4) Cold ductility of the material shall permit normal road surface expansion 2 and contraction without chipping or cracking. 3 5) The markings shall retain their original color,dimensions and placement 4 under normal traffic conditions at road surface temperatures of 158 degrees 5 Fahrenheit and below. 6 6) Markings shall have uniform cross-section,clean edges, square ends and no 7 evidence of tracking. 8 7) The density and quality of the material shall be uniform throughout the 9 markings. 10 8) The thickness shall be uniform throughout the length and width of the 11 markings. 12 9) The markings shall be 95 percent free of holes and voids,and free of 13 blisters for a minimum of 60 days after application. 14 10)The material shall not deteriorate by contact with sodium chloride,calcium 15 chloride or other chemicals used to prevent roadway ice or because of the 16 oil content of pavement markings or from oil droppings or other effects of 17 traffic. 18 11)The material shall not prohibit adhesion of other thermoplastic markings if, 19 at some future time,new markings are placed over existing material. 20 a) New material shall bond itself to the old line in such a manner that no 21 splitting or separation takes place. 22 12)The markings placed on the roadway shall be completely retroreflective 23 both internally and externally with traffic beads and shall exhibit uniform 24 retro-directive reflectance. 25 13)Traffic beads 26 a) Manufactured from glass 27 b) Spherical in shape 28 c) Essentially free of sharp angular particles 29 d) Essentially free of particles showing cloudiness,surface scoring or 30 surface scratching 31 e) Water white in color 32 f) Applied at a uniform rate 33 g) Meet or exceed Specifications shown in AASHTO Standard 34 Specification for Glass Beads Used in Pavement Markings,AASHTO 35 Designation:M 247-09. 36 b. Thermoplastic,hot applied,extruded 37 1) Product shall be especially compounded for traffic markings 38 2) When placed on the roadway,the markings shall not be slippery when wet, 39 lift from pavement under normal weather conditions nor exhibit a tacky 40 exposed surface. 41 3) Cold ductility of the material shall permit normal road surface expansion 42 and contraction without chipping or cracking. 43 4) The markings shall retain their original color,dimensions and placement 44 under normal traffic conditions at road surface temperatures of 158 degrees 45 Fahrenheit and below. 46 5) Markings shall have uniform cross-section,clean edges,square ends and no 47 evidence of tracking. 48 6) The density and quality of the material shall be uniform throughout the 49 markings. HMAC 2019-1 CITY OF FORT WORTH CityProject No. 101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22,2013 321723-7 PAVEMENT MARKINGS Page 7 of I 1 1 3. Work Zone Markings 2 a. Tabs 3 1) Temporary flexible-reflective roadway marker tabs shall meet requirements 4 of TxDOT DMS-8242,"Temporary Flexible-Reflective Road Marker 5 Tabs." 6 2) Removable markings shall not be used to simulate edge lines. 7 3) No segment of roadway open to traffic shall remain without permanent g pavement markings for a period greater than 14 calendar days. 9 b. Raised Markers 10 1) All raised pavement markers shall meet the requirements of DMS-4200. I1 c. Striping 12 1) Work Zone striping shall meet or exceed the TxDOT Specification DMS- 13 8200. 14 2.3 ACCESSORIES [NOT USED] 15 2.4 SOURCE QUALITY CONTROL 16 A. Performance 17 1. Minimum maintained retroreflectivity levels for longitudinal markings shall meet 18 the requirements detailed in the table below for a minimum of 30 calendar days. Posted Speed m h <30 35-50 ?55 2-lane roads with centerline n/a 100 250 ��arkin s only 1) All other roads(2) n/a 50 100 19 (1)Measured at standard 30-m geometry in units of mcd/"2Aux. 20 (2)Exceptions: 21 A.When raised reflective pavement markings(RRPMs)supplement or substitute for a 22 longitudinal line,minimum pavement marking retroreflectivity levels are not applicable as 23 long as the RRPMs are maintained so that at least 3 are visible from any position along that 24 line during nighttime conditions. 25 B.When continuous roadway lighting assures that the markings are visible,minimum 26 pavement marking retroreflectivity levels are not applicable. 27 PART 3- EXECUTION 28 3.1 EXAMINATION[NOT USED] 29 3.2 PREPARATION 30 A. Pavement Conditions 31 1. Roadway surfaces shall be free of dirt,grease,loose and/or flaking existing 32 markings and other forms of contamination. 33 2. New Portland cement concrete surfaces shall be cleaned sufficiently to remove the 34 curing membrane. 35 3. Pavement to which material is to be applied shall be completely dry. HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22,2013 321723-9 PAVEMENT MARKINGS Page 9 of 11 1 b. The applied marking shall adhere to the pavement surface with no slippage or 2 lifting and have square ends,straight lines and clean edges. 3 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 4 this Specification. 5 4. Preformed Heat-Activated Thermoplastic Tape 6 a. This method shall be used to install and replace crosswalks,stop-lines,and 7 legends. 8 b. The applied marking shall adhere to the pavement surface with no slippage or 9 lifting and have square ends,straight lines and clean edges. 10 c. Minimum retroreflectivity of markings shall meet or exceed values shown in 11 this Specification. 12 C. Raised Markers 13 1. All permanent raised pavement markers on Portland Cement roadways shall be 14 installed with epoxy adhesive. Bituminous adhesive is not acceptable. 15 2. All permanent raised pavement markers on new asphalt roadways may be installed 16 with epoxy or bituminous adhesive. 17 3. A chalk line, chain or equivalent shall be used during layout to ensure that 18 individual markers are properly aligned. All markers shall be placed uniformly 19 along the line to achieve a smooth continuous appearance. 20 D. Work Zone Markings 21 1. Work shall be performed with as little disruption to traffic as possible. 22 2. Install longitudinal markings on pavement surfaces before opening to traffic. 23 3. Maintain lane alignment traffic control devices and operations until markings are 24 installed. 25 4. Install markings in proper alignment in accordance with the Texas MUTCD and as 26 shown on the Drawings. 27 5. Place standard longitudinal lines no sooner than 3 calendar days after the placement 28 of a surface treatment,unless otherwise shown on the Drawings. 29 6. Place markings in proper alignment with the location of the final pavement 30 markings. 31 7. Do not use raised pavement markers for words,symbols, shapes,or diagonal or 32 transverse lines. 33 8. All markings shall be visible from a distance of 300 feet in daylight conditions and 34 from a distance of at least 160 feet in nighttime conditions,illuminated by low- 35 beam automobile headlight. 36 9. The daytime and nighttime reflected color of the markings must be distinctly white 37 or yellow. 38 10. The markings must exhibit uniform retroreflective characteristics. 39 11. Epoxy adhesives shall not be used to work zone markings. 40 3.4 REMOVALS 41 1. Pavement Marking and Marker Removal 42 a. The industry's best practice shall be used to remove existing pavement 43 markings and markers. HMAC 2019-1 CITY OF FORT WORTH City Project No. 101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22,2013 3217 23-11 PAVEMENT MARKINGS Page 11 of 11 1 3.8 SYSTEM STARTUP[NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 3.10 CLEANING 4 A. Contractor shall clean up and remove all loose material resulting from construction 5 operations. 6 3.11 CLOSEOUT ACTIVITIES [NOT USED] 7 3.12 PROTECTION [NOT USED] 8 3.13 MAINTENANCE [NOT USED] 9 3.14 ATTACHMENTS [NOT USED] 10 END OF SECTION 11 Revision Log DATE NAME SUMMARY OF CHANGE 11/22/13 S.Arnold Removed paint type marking,updated references,added sealer language 12 HMAC 2019-1 CITY OF FORT WORTH City Project No, 101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22,2013 323213-2 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 2 of 6 1 6) Fabricating,curing, and finishing wall including special coatings when 2 specified 3 2. Concrete Sidewalk Adjacent to Retaining Wall 4 a. Measurement 5 1) Measurement for this Item shall be by the square foot of completed and 6 accepted Concrete Sidewalk Adjacent to Retaining Wall in its final 7 position. Measurement shall be taken from face of wall to edge of concrete 8 sidewalk. 9 b. Payment 10 1) The work performed and materials furnished in accordance with this Item 11 and measured as provided under"Measurement''will be paid for at the unit 12 price bid per square foot of Concrete Sidewalk Adjacent to Retaining Wall 13 installed. 14 c. The price bid shall include: 15 1) Excavating and preparing the subgrade 16 2) Furnishing and placing all materials 17 3. TxDOT Standard—Spread Footing Walls 18 a. Measurement 19 1) Measurement for this Item shall be by the square foot of the front surface of 20 the wall.Unless otherwise shown on the Drawings,measure area from 21 finished ground line on the face of the exterior wall to the top of the wall 22 including any coping required(not including railing). 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 square foot of Spread Footing Wall constructed. 27 c. The price bid shall include: 28 1) Excavation in back of Retaining Walls 29 2) Furnishing and placing footings 30 3) Leveling pads and copings 31 4) Furnishing,placing,and compacting backfill(except in embankment areas) 32 5) Furnishing and placing concrete,reinforcing steel,waterproofing material, 33 filter material and drain pipe,joint material,water stop,and filter fabric 34 when required 35 6) Fabricating,curing,and finishing wall including special coatings when 36 specified 37 1.3 REFERENCES 38 A. Definitions 39 1. Permanent Wall-Retaining wall with a design service life of 75 years.All walls 40 are presumed to be permanent walls unless otherwise specified in the Drawings. 41 B. Reference standards cited in this specification refer to the current reference standard 42 published at the time of the latest revision date logged at the end of this specification, 43 unless a date is specifically cited. 44 1. ASTM International(ASTM): 45 a. D4491, Standard Test Methods for Water Permeability of Geotextiles by 46 Permittivity 47 b. D4533,Standard Test Method for Trapezoid Tearing Strength of Geotextiles CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised June 5,2018 323213-4 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 4 of 6 1 1.12 WARRANTY[NOT USED] 2 PART 2- PRODUCTS 3 2.1 OWNER-FURNISHED PRODUCTS [NOT USED] 4 2.2 MATERIALS 5 A. Concrete and Reinforcing Steel 6 1. Concrete Retaining Wall with Sidewalk 7 a. Section 03 30 00. 8 2. TxDOT Standard—Spread Footing Walls 9 a. 420,Concrete Structures 10 b. 421,Hydraulic Cement Concrete 11 c. 440,Reinforcing Steel 12 d. 445,Galvanizing 13 e. 458,Waterproofing Membranes for Structures 14 B. Backfill 15 1. Concrete Retaining Wall with Sidewalk 16 a. Section 3123 23 17 2. TxDOT Standard—Spread Footing Walls 18 a. 132,Embankments 19 C. Underdrains 20 1. Concrete Retaining Wall with Sidewalk 21 a. Section 33 46 00 22 2. TxDOT Standard—Spread Footing Walls 23 a. 556,Pipe Underdrains 24 D. Filter Fabric 25 1. General 26 a. Provide standard weight fabric for retaining walls and soil separation. 27 b. Provide filter fabric rated as iN-resistant when used as part of the exposed 28 facing for a temporary wall. 29 c. The fabric consists exclusively of manmade thermoplastic fibers,is a non- 30 woven geotextile fabric,and forms a mat of uniform quality. 31 d. Fabric fibers are continuous and random throughout the fabric. 32 e. The fabric is mildew resistant and rot-proof,and it is satisfactory for use in a 33 wet soil and aggregate environment. 34 2. Physical Requirements:The fabric must conform to the requirements listed in Table 35 1 when tested in accordance with the test methods specified. 36 37 Table 1 38 Filter Fabric Requirements 39 Physical Properties Test Method Value Fabric Weight, on an ambient Tex-6164 4 oz/yard temperature air-dried,tension free sample Permittivity, 1/see ASTM D4491 1.0,min CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised June 5,2018 323213-6 CAST-IN-PLACE CONCRETE RETAINING WALLS Page 6 of 6 1 3.8 SYSTEM STARTUP [NOT USED] 2 3.9 ADJUSTING [NOT USED] 3 310 CLEANING [NOT USED] 4 3.11 CLOSEOUT ACTIVITIES [NOT USED] 5 3.12 PROTECTION[NOT USED] 6 3.13 MAINTENANCE [NOT USED] 7 3.14 ATTACHMENTS [NOT USED] g END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12120/2012 D.Johnson 1.2.A—Payment Item for concrete retaining wall with sidewalk was broken into two Items:one for the face of wall and one for the sidewalk. 615118 MOwen Revised Summary and Measurement and Payment sections. 9 HMAC 2019-1 CITY OF FORT WORTH Ci Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS n Revised June 5,2018 3291 19-2 TOPSOIL PLACEMENT AND FINISHING OF PARKWAYS Page 2 of 3 1 PART 2- PRODUCTS 2 2.1 OWNER-FURNISHED IoR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 3 2.2 MATERIALS 4 A. Topsoil 5 1. Use easily cultivated,fertile topsoil that: 6 a. Is free from objectionable material including subsoil,weeds, clay lumps,non- 7 soil materials,roots,stumps or stones larger than 1.5 inches 8 b. Has a high resistance to erosion 9 c. Is able to support plant growth 10 2. Secure topsoil from approved sources. 11 3. Topsoil is subject to testing by the City. 12 4. pH: 5.5 to 8.5. 13 5. Liquid Limit: 50 or less 14 6. Plasticity Index:20 or less 15 7. Gradation:maximum of 10 percent passing No.200 sieve 16 B. Water: Clean and free of industrial wastes and other substances harmful to the growth 17 of vegetation 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. Finishing of Parkways 26 1. Smoothly shape parkways,shoulders,slopes,and ditches. 27 2. Cut parkways to finish grade prior to the placing of any improvements in or 28 adjacent to the roadway. 29 3. In the event that unsuitable material for parkways is encountered,extend the depth 30 of excavation in the parkways 6 inches and backfill with top soil. 31 4. Make standard parkway grade perpendicular to and draining to the curb line. 32 a. Minimum: 114 inch per foot 33 b. Maximum:4:1 34 c. City may approve variations from these requirements in special cases. 35 5. Whenever the adjacent property is lower than the design curb grade and runoff 36 drains away from the street,the parkway grade must be set level with the top of the 37 curb. 38 6. The design grade from the parkway extends to the back of the walk line. 39 7. From that point(behind the walk),the grade may slope up or down at maximum 40 slope of 4:1. CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised December 20,2012 329213-1 HYDROMULCHING,SEEDING AND SODDING Page 1 of 8 I SECTION 32 92 13 2 HYDROMULCHING,SEEDING AND SODDING 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Furnishing and installing grass sod and permanent seeding as shown on Drawings, 7 or as directed. 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. 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 91 19—Topsoil Placement and Finishing of Parkways 14 L2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Block Sod Placement 17 a. Measurement 18 1) Measurement for this Item shall be by the square yard of Block Sod placed. 19 b. Payment 20 1) The work performed and materials furnished in accordance with this Item 21 and measured as provided under"Measurement"will be paid for at the unit 22 price bid per square yard of Block Sod placed. 23 c. The price bid shall include: 24 1) Furnishing and placing all sod 25 2) Rolling and tamping 26 3) Watering(until established) 27 4) Disposal of surplus materials 28 2. Seeding 29 a. Measurement 30 1) Measurement for this Item shall be by the square yard of Seed spread. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item 33 and measured as provided under"Measurement"will be paid for at the unit 34 price bid per square yard of Seed placed for various installation methods. 35 c. The price bid shall include: 36 1) Furnishing and placing all Seed 37 2) Furnishing and applying water for seed fertilizer 38 3) Slurry and hydraulic mulching 39 4) Fertilizer 40 5) Watering and mowing(until established) 41 6) Disposal of surplus materials 42 3, Mowing 43 a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Projeectct 2019-1 NNo.101615 No. Revised December 20,2012 329213-3 HYDROMULCHING,SEEDING AND SODDING Page 3 of 8 1 1. Block Sod 2 a. Sod Varieties(match existing if applicable) 3 1) "Stenotaphrum secundatum" (St.Augustine grass) 4 2) "Cynodon dactylon"(Common Bermudagrass) 5 3) 'Buchloe dactyloides" (Buffalograss) 6 4) an approved hybrid of Common Bcrmudagrass 7 5) or an approved Zoysiagrass 8 b. Sod must contain stolons,leaf blades,rhizomes and roots. 9 c. Sod shall be alive,healthy and free of insects,disease,stones,undesirable 10 foreign materials and weeds and grasses deleterious to its growth or which 11 might affect its subsistence or hardiness when transplanted. 12 d. Minimum sod thickness: 314 inch 13 e. Maximum grass height:2 inches 14 f. Acceptable growing beds 15 1) St. Augustine grass sod: clay or clay loam topsoil 16 2) Bermuda grasses and zoysia grasses: sand or sandy loam soils 17 g. Dimensions 18 1) Machine cut to uniform soil thickness. 19 2) Sod shall be of equal width and of a size that permits the sod to be lifted, 20 bandied and rolled without breaking. 21 h. Broken or torn sod or sod with uneven ends shall be rejected. 22 2. Seed 23 a. General 24 1) Plant all seed at rates based on pure live seed(PLS) 25 a) Pure Live Seed(PLS)determined using the formula: 26 (1) Percent Pure Live Seed=Percent Purity x [(Percent Germination+ 27 Percent Firm or Hard Seed)+ 100] 28 2) Availability of Seed 29 a) Substitution of individual seed types due to lack of availability may be 30 permitted by the City at the time of planting. 31 b) Notify the City prior to bidding of difficulties locating certain species. 32 3) Weed seed 33 a) Not exceed ten percent by weight of the total of pure live seed(PLS) 34 and other material in the mixture 35 b) Seed not allowed: 36 (1) Johnsongrass 37 (2) Nutgrass seed 38 4) Harvest seed within 1-year prior to planting 39 b. Non-native Grass Seed 40 1) Plant between April 15 and September 10 41 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (percent) 25 Bermuda(unhulled) cynodon dactylon 85 90 75 Bermuda(hulled) cynodon dactylon 95 90 42 43 2) Plant between September 10 and April 15 44 Lbs. Common Name Botanical Name Purity Germination PLS/Acre (percent) (Percent) HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 329213-5 HYDROMULCHING,SEEDING AND SODDING Page 5 of 8 1 f. Form a strong moisture retaining mat. 2 4. Fertilizer 3 a. Acceptable condition for distribution 4 b. Applied uniformly over the planted area 5 c. Analysis 6 1) 16-20-0 7 2) 16-8-8 8 d. Fertilizer rate: 9 1) Not required for wildflower seeding 10 2) Newly established seeding areas- 100 pounds of nitrogen per acre 11 3) Established seeding areas- 150 pounds of nitrogen per acre 12 5. Topsoil: See Section 32 91 19. 13 6. Water: clean and free of industrial wastes or other substances harmful to the 14 germination of the seed or to the growth of the vegetation. 15 7. Soil Retention Blanket 16 a. "Curlex I"from American Excelsior,900 Ave.H East,Post Office Box 5624, 17 Arlington,Texas 76001, 1-500-777-SOIL or approved equal. 18 19 2.3 ACCESSORIES [NOT USED] 20 2.4 SOURCE QUALITY CONTROL[NOT USED] 21 PART 3- EXECUTION[NOT USED] 22 3.1 INSTALLERS [NOT USED] 23 3.2 EXANMATION [NOT USED] 24 3.3 PREPARATION 25 A. Surface Preparation: clear surface of all material including: 26 1. Stumps,stones,and other objects larger than one inch. 27 2. Roots,brush,wire,stakes,etc. 28 3. Any objects that may interfere with seeding or maintenance. 29 B. Tilling 30 1. Compacted areas:till 1 inch deep 31 2. Areas sloped greater than 3:1:run a tractor parallel to slope to provide less 32 seed/water run-off 33 3. Areas near trees: Do not till deeper than 1/2 inch inside"drip line"of trees. 34 3.4 INSTALLATION 35 A. Block Sodding 36 1. General 37 a. Place sod between curb and walk and on terraces that is the same type grass as 38 adjacent grass or existing lawn. 39 b. Plant between the average last freeze date in the spring and 6 weeks prior to the 40 average first freeze in the fall. 41 2. Installation HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 329213-7 HYDROMULCHING,SEEDING AND SODDING Page 7 of 8 1 2) Mixture forms a blotter-like ground cover impregnated uniformly with 2 grass seed. 3 3) Mixture is applied within 30 minutes after placed in the equipment. 4 b. Placing 5 1) Uniformly distribute in the quantity specified over the areas shown on the 6 Drawings or as directed. 7 5. Fertilizing: uniformly apply fertilizer over seeded area. 8 6. Watering 9 a. Furnish water by means of temporary metering/irrigation,water truck or by 10 any other method necessary to achieve an acceptable stand of turf as defined in 11 3.13.B. 12 b. Water soil to a minimum depth of 4 inches within 48 hours of seeding. 13 c. Water as direct by the City at least twice daily for 14 days after seeding in such 14 a manner as to prevent washing of the slopes or dislodgement of the seed. 15 d. Water until final acceptance. 16 e. Generally,an amount of water that is equal to the average amount of rainfall 17 plus 112 inch per week should be applied until accepted. 18 3.5 REPAIIURESTORATION[NOT USED] 19 3.6 RE-INSTALLATION[NOT USED] 20 3.7 FIELD 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 25 3.12 PROTECTION[NOT USED] 26 3.13 MAINTENANCE 27 A. Block Sodding 28 1. Water and mow sod until completion and final acceptance of the Projector as 29 directed by the City. 30 2. Sod shall not be considered finally accepted until the sod has started to peg down 31 (roots growing into the soil)and is free from dead blocks of sod. 32 B. Seeding 33 1. Water and mow sod until completion and final acceptance of the Project or as 34 directed by the City. 35 2. Maintain the seeded area until each of the following is achieved: 36 a. Vegetation is evenly distributed 37 b. Vegetation is free from bare areas 38 3. Turf will be accepted once fully established. 39 a. Seeded area must have 100 percent growth to a height of 3 inches with 1 mow 40 cycle performed by the Contractor prior to consideration of acceptance by the 41 City. 42 C. Rejection HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 330514-1 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO SGRADEe I of 1 SECTION 33 0514 2 ADJUSTING MANHOLES,INLETS,VALVEBOXES,AND OTHER STRUCTURES TO 3 GRADE 4 PARTI- 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 I—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 Backfili 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 HMAC 2019-1 CI'T'Y OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 330514-3 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 3 of 7 1 1) Measurement for this Item shall be per each adjustment requiring structural 2 modifications to inlet to a grade specified on the Drawings. 3 b. Payment 4 1) The work performed and the materials furnished in accordance with this 5 Item will be paid for at the unit price bid per each"Inlet Adjustment" 6 completed. 7 c. The price bid shall include: g 1) Pavement removal 9 2) Excavation 10 3) Hauling 11 4) Disposal of excess material 12 5) Structural modifications 13 6) Furnishing,placing and compaction of embedment and backfill 14 7) Concrete base material,as required 15 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 16 required 17 9) Clean-up 18 5. Valve Box 19 a. Measurement 20 1) Measurement for this Item shall be per each adjustment to a grade specified 21 on the Drawings. 22 b. Payment 23 1) The work performed and the materials furnished in accordance with this 24 Item will be paid for at the unit price bid per each"Valve Box Adjustment" 25 completed. 26 c. The price bid shall include: 27 1) Pavement removal 28 2) Excavation 29 3) Hauling 30 4) Disposal of excess material 31 5) Adjustment device 32 6) Furnishing,placing and compaction of embedment and backfill 33 7) Concrete base material, as required 34 8) Surface restoration,permanent asphalt patch or concrete paving repair,as 35 required 36 9) Clean-up 37 6. Cathodic Protection Test Station 38 a. Measurement 39 1) Measurement for this Item shall be per each adjustment to a grade specified 40 on the Drawings. 41 b. Payment 42 1) The work performed and the materials furnished in accordance with this 43 Item will be paid for at the unit price bid per each"Cathodic Protection 44 Test Station Adjustment"completed. 45 c. The price bid shall include: 46 1) Pavement removal 47 2) Excavation 48 3) Hauling 49 4) Disposal of excess material HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 330514-5 ADJUSTING MANHOLES,INLETS,VALvE BOXES,AND OTHER STRUCTURES TO GRADE Page 5 of 7 1 a. Refers to a small elevation change performed on an existing manhole where the 2 existing frame and cover are reused. 3 2. Major Adjustment 4 a. Refers to a significant elevation change performed on an existing manhole 5 which requires structural modification or when a 24-inch ring is changed to a 6 30-inch ring. 7 B. Reference Standards 8 1. Reference standards cited in this Specification refer to the current reference 9 standard published at the time of the latest revision date logged at the end of this 10 Specification,unless a date is specifically cited. 11 2, Texas Commission on Environmental Quality(TCEQ): 12 a. Title 30,Part I,Chapter 217,Subchapter C,Rule 217.55—Manholes and 13 Related Structures. 14 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 15 1.5 SUBMITTALS[NOT USED] 16 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 17 1.7 CLOSEOUT SUBMITTALS[NOT USED] 18 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 19 1.9 QUALITY ASSURANCE [NOT USED] 20 110 DELIVERY,STORAGE,AND HANDLING[NOT USED] 21 1.11 FIELD [SITE] CONDITIONS [NOT USED] 22 1.12 WARRANTY [NOT USED] 23 PART 2- PRODUCTS 24 2.1 OWNER-FURNISHED [OR] OWNER-SUPPLIED PRODUCTS [NOT USED] 25 2.2 MATERIALS 26 A. Cast-in-Place Concrete 27 1. See Section 03 30 00. 28 B. Modifications to Existing Concrete Structures 29 1. See Section 03 80 00. 30 C. Grade Rings 31 1. See Section 33 05 13. 32 D. Frame and Cover 33 1. See Section 33 05 13. 34 E. Backfill material 35 1. See Section 33 05 10. HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 330514-7 ADJUSTING MANHOLES,INLETS,VALVE BOXES,AND OTHER STRUCTURES TO GRADE Page 7 of 7 1 C. Backfill and Grading 2 1. Backfill area of excavation surrounding each adjustment in accordance to Section 3 3305 10. 4 D. Pavement Repair 5 1. If required pavement repair is to be performed in accordance with Section 32 01 17 6 or Section 32 0129. 7 3.5 REPAIR I RESTORATION [NOT USED] 9 3.6 RE-INSTALLATION[NOT USED] 9 3.7 FIELD [OR] SITE QUALITY CONTROL[NOT USED] 10 3.8 SYSTEM STARTUP [NOT USED] 11 3.9 ADJUSTING [NOT USED] 12 3.10 CLEANING [NOT USED] 13 3.11 CLOSEOUT ACTIVITIES [NOT USED] 14 3.12 PROTECTION[NOT USED] IS 3.13 MAINTENANCE [NOT USED] 16 3.14 ATTACHMENTS [NOT USED] 17 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 anew 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 18 HMAC 2019-1 CITY OF FORT WORTH CityProject No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 330517-2 CONCRETE COLLARS Page 2 of 3 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. D4258, Standard Practice for Surface Cleaning Concrete for Coating. 8 b. D4259,Standard Practice for Abrading Concrete. 9 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 10 1.5 SUBMITTALS [NOT USED] 11 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS[NOT USED] 12 1.7 CLOSEOUT SUBMITTALS [NOT USED] 13 L8 MAINTENANCE MATERIAL SUBMITTALS[NOT USED] 14 1.9 QUALITY ASSURANCE [NOT USED] 15 1.10 DELIVERY,STORAGE,AND HANDLING[NOT USED] 16 1.11 FIELD [SITE] CONDITIONS [NOT USED] 17 1.12 WARRANTY [NOT USED] 18 PART 2- PRODUCTS 19 2.1 OWNER-FURNISHED [oR] OWNER SUPPLIEDPRODUCTS [NOT USED] 20 2.2 EQUIPMENT,PRODUCT TYPES,MATERIALS 21 A. Materials 22 1. Concrete—Conform to Section 03 30 00. 23 2. Reinforcing Steel—Conform to Section 03 2100. 24 3. Frame and Cover—Conform to Section 33 05 13. 25 4. Grade Ring—Conform to Section 33 05 13. 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 31 A. Evaluation and Assessment 32 1. Verify lines and grades are in accordance to the Drawings. HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised December 20,2012 347113-1 TRAFFIC CONTROL Page I of 6 t SECTION 34 7113 2 TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Installation of Traffic Control Devices and preparation of Traffic Control Plans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1- FOR` -P 1, kO,TFC'-T"1'RI�F1;0L' C_ONTROI. SLTC T10N 3471 fi3�I'1ALi L1F. 9 WNSTDL-REP SLiBS1DlAKV WORK. NO SFPAI#..ATF-, PAY- 10 H, rRAI'I-[C CC)N I'R�la,, Ihrfl�l,fti1�1:LNTATION. INSTALI,A'1'10NI: 11 MAlN'TENkf T,--.,, ADJI.ISTNIENI S,AEPI.,ACENIFN FS AND REM )VAa.,OE{ 12 `l RAI--I�IC" CON I'IkC}L UEV1CFS'IHA1-1. lir.-.CON 81DRRE-D SI-113SIFAA RYj 13 WORK,NO SEPAf{A'rE I'A1'. 14 1 PREPARATION 1 0i RAI-FIC C'11NTR.CiL 11I_AN DZI All-S. ADIJERENC'T_ 1'0 15 CITY ANT)I-LXAS MA��UAI,ON.I I'N11 0R.%-1 'rkAFF1C CC11�i1'I2{=}L r.]IsVICEa 16 (-1 N4k1TCI:),OBTAINING SIGNATLIRF AND SEAL OF A L.IC-F-N-s-LD Tfi.-XAS. 17 1'R(-.IFESSIONAL Fr.%CJfN1`FR SI-IAU. IiE CONSIDERED SUBSIDIARY. 18 V,+C-WK,-60 SEPAKA'ff, PAY. 19 C. Related Specification Sections include,but are not necessarily limited to: 20 1. Division 0—Bidding Requirements,Contract Forms and Conditions of the Contract 21 2. Division l—General Requirements 22 1.2 PRICE AND PAYMENT PROCEDURES 23 A. Measurement and Payment 24 1. Installation of Traffic Control Devices 25 a. Measurement 26 1) Measurement for Traffic Control Devices shall be per month for the Project 27 duration. 28 a) A month is defined as 30 calendar days. 29 b. Payment 30 1) The work performed and materials furnished in accordance with this Item 31 and measured as provided under"Measurement"shall be paid for at the 32 unit price bid for"Traffic Control". 33 c. The price bid shall include: 34 1) Traffic Control implementation 35 2) Installation 36 3) Maintenance 37 4) Adjustments 38 5) Replacements 39 6) Removal 40 7) Police assistance during peak hours 41 2. Portable Message Signs HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22,2013 3471 13-3 TRAFFIC CONTROL Page 3 of 6 1 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 2 Engineering Division, 311 W. I 01 Street. The Traffic Control Plan(TCP)for the 3 Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing set. 4 A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 5 C. Traffic Control Plans shall be signed and sealed by a licensed Texas Professional 6 Engineer. 7 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 8 Specifications. The Contractor will be responsible for having a licensed Texas 9 Professional Engineer sign and seal the Traffic Control Plan sheets. 10 E. Lane closures 24 hours or longer shall require a site-specific traffic control plan. 11 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 12 changes to the Traffic Control Plan(s)developed by the Design Engineer. 13 G. Design Engineer will furnish standard details for Traffic Control. 14 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 15 1.7 CLOSEOUT SUBMITTALS[NOT USED] 16 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 17 1.9 QUALITY ASSURANCE [NOT USED] 18 1.10 DELIVERY,STORAGE,AND HANDLING [NOT USED] 19 1.11 FIELD [SITE] CONDITIONS [NOT USED] 20 1.12 WARRANTY [NOT USED] 21 PART 2- PRODUCTS 22 2.1 OWNER-FURNISHED [oR] OWNER-SUPPLIED PRODUCTS [NOT USED] 23 2.2 ASSEMBLIES AND MATERIALS 24 A. Description 25 1. Regulatory Requirements 25 a. Provide Traffic Control Devices that conform to details shown on the 27 Drawings,the TMUTCD,and TxDOT's Compliant Work Zone Traffic Control 28 Device List(CWZTCDL). 29 2. Materials 30 a. Traffic Control Devices must meet all reflectivity requirements included in the 31 TMUTCD and TxDOT Specifications—Item 502 at all times during 32 construction. -- 33 b. Electronic message boards shall be provided in accordance with the TMUTCD. HMAC 2019-1 CITY OF FORT WORTHCity Project No.101b15 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised November 22,2013 347113-5 TRAFFIC CONTROL Page 5 of 6 1 K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal 2 turn-ons,street light pole installation,or other construction will be done during peak traffic 3 times{AM:7 am—9 am,PM:4 pm-6 pm}. 4 L. Flaggers 5 1. Provide a Contractor representative who has been certified as a flagging instructor 6 through courses offered by the Texas Engineering Extension Service,the American 7 Traffic Safety Services Association,the National Safety Council,or other approved 8 organizations. 9 a. Provide the certificate indicating course completion when requested. 10 b. This representative is responsible for training and assuring that all flaggers are 11 qualified to perform flagging duties. 12 2. A qualified flagger must be independently certified by 1 of the organizations listed 13 above or trained by the Contractor's certified flagging instructor. 14 3. Flaggers must be courteous and able to effectively communicate with the public. 15 4. When directing traffic,flaggers must use standard attire,flags, signs,and signals 16 and follow the flagging procedures set forth in the TMUTCD. 17 5. Provide and maintain flaggers at such points and for such periods of time as may be 18 required to provide for the safety and convenience of public travel and Contractor's 19 personnel,and as shown on the Drawings or as directed by the Engineer. 20 a. These flaggers shall be located at each end of the lane closure. 21 M. Removal 22 1. Upon completion of Work,remove from the Site all barricades,signs,cones, lights 23 and other Traffic Control Devices used for work-zone traffic handling in a timely 24 manner,unless otherwise shown on the Drawings. 25 3.4 REPAIR/RESTORATION [NOT USED] 26 3.5 RE-INSTALLATION[NOT USED] 27 3.6 FIELD [OR] SITE QUALITY CONTROL[NOT USED] 28 3.7 SYSTEM STARTUP[NOT USED] 29 3.8 ADJUSTING [NOT USED] 30 3.9 CLEANING [NOT USED] 31 3.10 CLOSEOUT ACTIVITIES ]NOT USED] 32 311 PROTECTION[NOT USED] 33 3.12 MAINTENANCE [NOT USED] 34 3.13 ATTACHMENTS [NOT USED] 35 END OF SECTION 36 Revision Log CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised November 22,2013 APPENDIX GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates GN-1.00 General Notes SP-1.00 Special Provisions SS-999900 Paving Construction Allowance A-01 HMAC Hot In-Place Recycling&Rejuvenating Oil B-01 HMAC 2019-1 Street List C-01 HMAC 2019-1 Street Map SD-1.00 Standard Construction Specifications SD-2.00 Standard Construction Details TS-1.00 Traffic Signal Details (TxDOT) PM- 1.00 Hemphill Street Bike Lane Project and Pavement Marking Plans CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101615 Revised July 1,2011 GC-6®06®1) Minority and Women Owned Business Enterprise Compliance THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 101615 Revised July 1,2011 ATTACHMENT 1A Page 1 of 4 FORT WORTH City of Fort Worth Minority Business Enterprise MBE SubcontractorslForm OFFEROR COMPANY NAME: Check applicable block to describe Offeror Cutler Repaving, Inc. TM7NV/DB:E:V NOWMIWDBE PROJECT NAME: BID DATE H MAC 2019-1 October 4, 2018 City,s MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 % 9.3 % 101615 Identify all subcontractors/suppliers you v+ill 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 ®alias 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 1St 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 ATTACHMENT 1A FORT Page 2 of 4 Offerors are required to identify ALL subcontractorstsuppliers, regardless of status; i.e., Mlnudty and non.MBEg. 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 o SUBCONTRACTOR/SUPPLIER " Detail Detail Company Name T Supplies i Subcontracting pp Dollar Amount Address Telephone/Fax e a B M orPurchased Wk Email r E E E Contact Person JLB Contracting, LLC 1 Hot Mix 655,343 P.O. Box 24131 Fort Worth, TX El817-261-2991 Martin Asphalt 1 Rejuvenating 36,720 Three Riverway Ste 1250 Agent Houston, TX 713-350-6812 Speedy Hauling 1 Hauling 219,391 2424 NW 24th St Asphalt Fort Worth, TX 817-626-6829 Striping Technologies 1 Permanent 209,166 P.O. Box 4279 Striping Tyler, TX 75706 ❑ E 903-595-6800 Westhill Construction 1 Concrete 467,185 402 N border St. Work Cleburn, TX ❑ F 7 817-558--2504 Luna Trucking 2 Hauling 38,000 2100 N Sylvania Concrete Fort Worth, TX 0 ❑ 817-834-8919 Rev.2!10115 FORT WORTH ATTACHMENT 1A Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Knarily and non-VISES. 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 " Detail Detail Company Name T Address i Subcontracting Supplies DollarAmount Telephone/Fax a WM Work Purchased B B B Email r E E E Contact Person Bean Electrical Inc. 1 Traffic Signals 179,865 821 E. Enon Ave. Signs Fort Worth, TX ❑ ❑ 817-561-7400 Banda Trucking, Inc. 2 Hauling 63,667 1911 Menefee Aggregate Fort Worth, TX 0 ❑ 817-903-1862 Various Suppliers Fuel, Oil 61,200 Repairs ❑ ❑ `/ ❑ ❑ ❑ ❑ ❑ ❑ Rev.2110115 FoR�rWOxTrx ATTACHMENT 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers $ 321,058 Total Dollar Amount of Non-MBE Subcontractors/Suppliers $ 1,609,479 TOTAL DOLLAR AMOUNT OF ALL SUBCONTRACTORSISUPPLIERS $ 1,930,537 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 changeladdition 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. �I_LL L4V(1,112 Charles B.Yesksm Authorized Signature Printed Signature President Title Contact NamelTitie(if different) Cutler Repaving, Inc. Company Name Telephone and/or Fax 921 East 27th St. 785-843-1524 Address E-mail Address Lawrence, KS 66446 bveskerna a)cI� Ierrepaving.e©m citylstatelzip Date Rev.2110115 ATTACHMENT 1B FORT WORTH Page 1 of 1 City of Fort W,oath Minority Business Enterprise Specifications Prime Contractor Waiver Form OFFEROR COMPANY NAME: Check applicable block to describe prime Cutler Repaving, Inc. .1/001211: 1 x NO? E PROJECT NAME: BID DATE �AC 2019-1 October 4, 2018 City's MBE Project Gaal: Offeror's MBE Project Commitment: PROJECT NUMBER 25 % 9.3 % 101615 If both answers to this form are YES, do not complete ATTACHMENT 1C (Good Faith Effort Form). Ail 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 bDth answers are yes. Failure to complete this form in its entirety and be received by the Purchasing Division no later than 2:00 m. on the second City business day after bid o enin exclusive of the bid opening date,will result in the bid being considered non-responsive 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 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 lime not less than 2ne 1 year. Charles R.Veskerna Aut orize Signature Printed Signature President Title Contact Name(if different) - Cutler Repaving, Inc. 785-243-3942 Company Name Phone Number Fax Number 921 East 27th St. 735-6431524 Address Email Address Lawrence, KS 66046 bveskerna@cutlerrepaving.com CitylStatelZip Date Rev.2110115 ATTACHMENT 1C Mage 1 of 4 FORT WORTH City of Fort forth Minority Business Enterprise MBE Good Faith Effort Form OFFEROR COMPANY NAME: Check applicable block to describe Cutler Repaving, Inc. Offeror PROJECT NAME: MMIIDBE I X I NON-MMIIDBE DATE H MAC 20191 October 4,2018 City's MBE Project Goal; Offeror's MBE Project Commitment: PROJECT NUMBER 25 Bio 9.3 Bio 1 101615 If the Offeror did not meet or exceed the MISE 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, 7 thru 91 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 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 Asphalt Milling Utility Adjustments Permanent Striping Aluminum Signs & Poles Hauling of Asphalt Hauling Concrete Material Rev.2110115 ATTACHMENT 1C Page 2 of 4 2.) Obtain a current(not more than two(2) months old from the bid open date)list of MISE subcontractors and/or suppliers from the City's MIWBE Office, x Yes Date of Listing 9 1 14 1 2018 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? x Yes (If yes,attach MBE mall 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? X Yes (if yes,attach list to include name of MBE firm, eo 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 tent calendar days prior to bid opening by facsimile(fax),exclusive of the day the bids are opened? _L_Yes (if yes,attach list to include name of MBE firm,tax 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 andlor"undeliverable confirmation" documentation may render the GFE non-responsive.) No 6.) Did you solicit bids from MISE firms,within the subcontracting andlor 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 andlor"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? Yes X No 8.) Did you provide the information regarding the location of plans and specifications in order to assist the MBEs? Yes X No Rev.2/10115 ATTACHMENT 1C Page 3 of 4 9.) Did you prepare a quotation for the MBES to bid on goods/services specific to their shill set? X Yes (if yes,attach all copies of quotations.) No 10.) Was the contact information on any of the listings not valid? X Yes (if yes,attach the information that was not valid in order for the MIWBE 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 necessary,and attach.} Company Name Telephone contact Person Scope of Work Reason for Rejection No quotes received were rejected ADDITIONAL.INFORMATION: Please provide additional information you feel will further explain your good and honest efforts to obtain MBE participation on this project. Cutler Repaving has been providing Hot-In-Place recycling services for the City of Fort Worth for more than ten years,and we have never been able to sollcit quotes for any subcontracting opportunities other than hauling services. 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 fifes held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any intentional and/or knowing misrepresentation of facts will be grounds for terminating the contract or debarment from City work for a period of not less than three (3) years and for initiating action under Federal, State or Local laws concerning false statements. Any failure to comply with this ordinance shall create a material breach of contract and may result in a determination of an irresponsible Offeror and debarment from participating in City work for a period of time not less than one (1)year. Rev.2110115 ATTACHMENT 1C Page 4 of 4 The undersigned certifies that the information provided and the MBE(s) listed was/were contacted in good faith. It is understood that any IVIBE(s) listed in Attachment 1C will be contacted and the reasons for not using them will be verified by the City's M/WBE Offic Charles R.Veekerna Authorized Signa ure Printed Signature 'resident Bob Veskerna Title Contact Name and Title(if different) Cutler Repaving, Inc. 785-243-3942 Company Mame Phone Number Fax Number 921 East 27th St. 735-343-1524 Address Email Address Lawrence, KS 66046 bveskerna@cLitlerrepaving.com City/State/Zlp Date Rev.2/10115 A7ACHMENT 1A prape 1 of d FOR-[- ORI-H city of Fort Worth Minority Business Enterprise MBE Subcontractors/Suppflers Utilization Form pFFERr�F�CpMPpNY NAI4t = Clherk�ppllcablp black 14 de&prlhe i)I#aror I�11V�IDFJE NOr+F-{� MA)BE F-A-WECT iWAIu1E: — BID UATi4 H `fA 2019-1 _ 9/2712018 City's—MBE Or9j t Qaa� Offvrar's MBE t�rojaat Cornrntrrnefll; pR J Cr NUMBER 25 % ala 101615 t Identify all subcontractors/suppliers you will use on this project FailLrre to complete this forrn, in its antirety with requested documentation, and received by tato Purchasing Division rte later than 2:00 p-m. on the second City buslness day after bid opehing. exclusive of bid opening dale, will ret-Olt In the bid being considered non-responsive to bid specifications. The undersigned Offeror agrees to enter into a formal agreement with the NiBE firm(s) listed in thin, utilization suhedule, wntlii#ianed upon execution of a conttwt with the City of Fort Worth. The intentional and/or krlowing misrepresentation of facts is grounds for canideration at disclualification and will result in the bid being considered non-re spoil sive to bid speciileat'sons. MBEs listed toward meeting the project goal must he located in the six (6) county trtarketpface at the time 01 bid or the Business has a Significant Business presence In the Marketplace. marketplace is the gngraphlc area of Tarrant Dallas. Denton.Johnson. parker. and Wise counties. Prime contractors must identify by tier tevol of all subcontractors/suppliers. Tier: means the level of subcontracling below the I)rinto contractor/consultant i.e. a direct payment from the prime contractor to a' subcontractor is cxnsidered 1``tier, a payment by a SUbcoritraclor to its supplier is considered 2'd tier. The prime' contractor is responsible to provide proof of payment of all tlered subcontractors identtfied as a MBE and' counting lhose dollars towards tmeating the contract committed coal. ALL MBEs MUST BE CERTIFIED BEFORE CONTRACT AWARD. Certification means thosa firms, located withln the lwtarlcetpince, that have been determined to be 4 bondatide minorlty business entarprlse by the North Central Texas Regional Certification Agency(NCTRCA) or other certlfying agsncles that the City may deem appropriale and accepted bythe Cityof Fnrl WorM. If hauling services are utilized, thn 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 M13E may lease tracks from another MME firrrlr Including MBE owner-operated, and receive full MBE credit. The MSE may lease trucks from non-MBEs, including owner-operated, but will curtly recglve credit for the fees and commissions earned by 1h MBE as outlined In the lease acl reemerit. ATTACHMENT f PagM3ofq, Qllerars are requIrad to Identify At L suLiconlractaWsuppll$rs, ragardloss ai rIaIus; r 4.. Mlrioril�and nan tuN3Es. MS-E firma ers to b4 Ilstart Ilrsf,use additfPnnI sha9ts II riecassaq Please nota that only certiliad MnEs will be Counted 10 meat an,HPE garb NCTRCA N S U RCONTF ACTQFlISUPP LI E R ta0rrypany Mame r " Cnl#Il Detail Address L � ;,� Subcontracting Supplies Dollar Arnounl Telephano/Fax e S B B Work PurCheeed Email E E Contecl Person El El El I Rev. 211&1> ATTACH PAENT#C Page iof4 FvI?,7' WORTH City of Fort Worth Minority Business Enterprise MBE Good Faith Effort Form oFFERUR Cam PAN Y NAME: Cheek appilcabie biUrh to deiWVW� Oi reror _ M�!yVrnt?t• hl�aN•Mr+N�l7ta� PH�JECT�dA67£; BIC DATE H MAC 2019-1 9127i2018 _ City's MBE Prelone[Goal. ror's MBE PtoiecI Commit mont pri6 f<CT r McElft 25 %, Ofie _° 101615 If the Clfforor did not meet or#exceed the MBE subeonlraciirrg gogi for lhia proier*t, the Offerer must complete this form. If the 01feror's method of compliance with the MBE goal Is basad upon demonstration of 9 ..good faith effort", the 01-Feror will have the burden of correctly and accurately preparing and sutainiUing the doculment€Ition required by the City. Compliance with each Item, 1 thru 11 below, shall saVsfy the Good Faith Effort requirement abse-rlt proof of fraud, intentional andlor knowing misrepresentation of the tacts or intentional discrimination by the Offeror. Failure 10 complete this forirt. In its entirety with supporting documentation, and racelvad by the Purchasing Division no later than 2,00 p.m. on the second City business[fay atter bid opening,exclusive of bid opening date,will result in the bid being considered non-responsive to bid speclticatlons. 1.) please #ist each and every subcontracting aneVor supplier opportunity for the completion of this priDject, regardless of whether H is to be provided by a USE or non-MBE. JR0 NOT Lier a IST ANTES OF F!BYSI On all projects, the Offeror Whist lest each subcontracting and or supe pportunity regardless of tier. (Use additional Shoots, 1f rrecessaryj List of Subcontracting Oppar unitles LIsl of Supplier f pportunitles Rpm.2174115 I" ATTACH ENT 1C Pace 3 of 4 9.) Did you prepare a quotation for the MBEs fo bid on goodslservices specific to their skill set? Yes (if yes, auftah alk copies al quolatioM-) .No 10.) was the conlact Information on any of the listin9a not valld7 Yes (11 yea.aiiauh the Informalloln I#lat war,rrol vaild It1 Alder for 111v f4 MSE Office to address th$cotreutions noeded-i No ii.)SubmIt documentation if MBI! quotes were refected. The doculllenteitlon submitted should be in the farms of an affidavit, Include a detailed exp$ana#Ion 01 why the MBE was rejected and any supporting docuinentation the O fMr wishes to be considered by the City. In the event of a bona tide dispute concerning quotes, the Offeror will pravlde for confidentlal !rt-cerrrera access to an Inspection of any relevant documentation by City personnel. p uose iffic addillonat sheers,if rrecesss r ,and sftacl>.1 Ciompany.Name Telephone Contact Person ScopeafWork Reason for Fie ectton ADDITIONAL INFORM_ATI 0N please provide add ltlanal Informatloif you ilI further explain your goad and honast efforts to obtain MBE peirticipalion ars this project. The Offeror further agrees to provide, directly to the City upon request, complete and accurate information regarding actual work performed on this contract, the payment thereof and any proposed changes to the original arrangements submitted with this bid. The Offeror also agrees to allow an audit and/or examination of any books, records and files held by their company that will substantiate the actual work performed on this contract, by an authorized officer or employee of the City. Any Intentional and/or knowing misrepresentation of facts witI be grounds for terminating the contract or debarment from City work for a period of not less than three (3) Years and for initiating action under federal, State or Local laws concerning false statements_ Any failure to comply with this ordinance shall create a material breach of contract and may result in a determlination of an Irresponsible offeror and debarment from participating in City work for a period of time not less than one (1) Year. F7£V,21101 T 5 -i❑int vantufs Pagel of 3 CI'T'Y OF FORT WORTFI ]3E Joint Venture Eligibility Form All ellre010fis rrursl-he arfsmered ave-N14"r'JNur oppfll(Ale. Name of Cily fll'OIM: A.iaan>rcamn:Fuam 1110rbatnmlr4e14-41"n Msti64rl11}ti¢t RFP!$id/Pu rchasing Number: 1.;faint venture informntiom: Joint Venturi Name; Jaini1+ulttunr Ad�lress; TelepholteE-mail ruidress: Calw1ar.: Identity the firms than Coal priso the joint venture: F�le9sa-atfaah extra sheets if add+iiantll s a til ratluUed In Pr#Wd13 di9taderl 0KP?a�tker15 of warK fa h6 Mrtr�rmerl by aef�frrm c mpr�dln the prpl var>lura XIBE flrm IYau-l► UEluapa: HOW; f4r�n liu,lnes+AtJriresy: 11usiIms Addrtas. l'"y.SIalr.Zip: City,`itule.Lip, 7uiapilanC Focarmllt E-1111414 Teieplw+ie Fa0imdu C'cllulur ce lulnr Cer#ifrrulion Status. E.I1}n11 address Nnmr of Cert1CY1119 Ageneyt Z,Scfl c ofwGrif performrd by the.10tit Venture: Describe Ilse qLa ie of work of the MBF--. rihe tile xeu a 4)C woI.14 c nie non-M BE: Rpv_2AW15 1Mq loin!U8r U P e3of2 AFFIDAVrr The uildcrsigried#kI'h nTz that tho fcrragoing sta oincnts etre trkEe and correct and include aril IImlerinI in-rcrrmuti+all 11ea:essary to identify and explain the terms and upOratiotl trf the joint venture. Fo thui,-now,tite undersigned shall agree to provide io elle jnint ventrEre Ilse 514#eel 'C()jjC of work, decisior7-Itlakiug rc,;ponsibiliiies and payinents 11er�ir�, The City also reserves t11e right to rcgoest any additional inforination deems l ticce.ssar}'to determir"e if 111c joiE3t veil 111re is eIig1hle. FaiIurc to cioowate acid/or pvovide retluested hilb"Ination within Zile time Vee ified is g owlids For term inal.ion of the eligibility process. The undersigned agrec to permit audits, interviOvs Witll o%vxicm and cXaminati(s,I of tile J)poks,records and tiles of 11w .joint vcaltllre by >liiy aathorizml represe{titatives of tLe City of Foo Worth. Failure W v*rnply ~with this pmvisien shall re�kilt in the tunnination <af arty ctttrtract,-%v3lich may be awardeA under the provisions of#his joint vanturc' eligibility and rrtiay initiate action under Ferleval. State andlor Laval Inws{ordinances 4oncemillg lhisu. statofttlzents or willful misre reseriftxtic>n of reels _-- --,• Nimo ki! tMBF Qrm 1`lamto urnxr-N(FlE.nm! J'rllrlCd M11M DC 0%EM i'rintm d Nmitir ilrO Yliv .;jgnolTC nrfh%uvr Ip 141ELIrC�+`fT,4!li:T Priudcd MWne of O%vllcr IPE 0i1vJ Marne uril%mm 4i�bit�ro Ilri7tivrEer tiagrruTutc ui{}cvnEr Y Tift 7'E;k t:}nre E S:sl r ]hlrll kl t'11!ii i��rl State of Courity of On this day of .20�,Wore ale appeared and to rate personally kjaawn sand-,v ho,being duly sword.did execute the fbrey,oiilg afl idavrit and did suite tlaFit tliev were properly authorized to execute 01is affidavit and did sea M their free act and&cd. Not"11N Puhlie_L,.: Notary Public_ Si�lalurr Con n1ission Expires (N` Rev:21.10M5 GC-6.07 mage Dates THIS PAGE ]LEFT INTENTIONALLY BLANK HMAC 2019-1 CITY OF FORT WORTH City Project No.1016I5 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July I,2011 �uuolo[1 Y�8�C Review — official site mthe City mFort wvnh'Texas CITY COUNCIL A G__ENDA ~�~ ~ COUNCIL ACTION: Approved on 10/29/2013 ^�- -��---- ----- 3�PREVA\L|NGVV�8E DATE: 1��SV�Oi3 �XEFERENCE ~^O-26534 L0�� N��H��: RATES 2013 ' NO.: CODE: C TYPE: CONSENT PUBLIC HEARING: NO SUBJECT- Adopt 2U13prevailing Wage Rates for City Awarded Public Works Projects(ALL COUNCIL DISTRICTS) RECOMME ' |timrecommended that the City Council adopt the attached 2U13Prevailing Wage Rates for City- awarded Public Works projects. DISCUSSION. Texas Government Code Chapter 2258requires that apublic body awarding mcontract for Public Works shall determine the general prevailing rate of per them wages for each craft ortype cfworker needed Thmpub|i�body|mpaquin�dhoapmo�yinthnbidducumentaforany na ' Public Works contract, and inthe contract ibselfdetermined rnminedundmdopbsdbythapub|ic body. The attached 2013 Prevailing Wage Rates data for Heavy and Highway Construction projects identifies the current Davis-Bacon Act prevailing wages for heavy and highway construction projects applicable to the local wage rate zone.The attached 2013 Prevailing Wage Rates data for d oted Commercial/�onmtnunt|onpn� � � s |den1i0muav*rag - rates based onosalary survey con u and published bythe North Texas Construction industry(Fall 2D12). The 2U13Prevailing Wage Rates will be included in future City-awarded infrastruGture,bid documents and contracts once adopted. FISCAL INF )RMATION/CERTI—FICATION: The Financial Management Services Director certifies that this action will have no material effect on City funds. TO Fund/Account/Centers FROM Fund/Account[Cen ters Fernando Costa (6132) Originating Department Head Douglas VV.VV|ermig(7801) Additional Information_Contact. Roy Teal (7968) ATTACHMENTS htbp://uoom.o{wzet.^,"/owomcil o »eview.onp?ID=l9|55&cnmzxcilda±u=lO/29/20l3 1I/7/2013 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/Saver $ 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 GN-1.00 General Noes THIS PAGE LEFT INTENTIONALLY BLAND CITY OF FORT WORTH HMAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised July 1,2011 General Notes Division 01--General Requirements General: 1. The Contractor shall be responsible for locating all utilities,whether public or private,prior to excavation.The information and data shown with respect to existing underground facilities at contiguous to the site is approximate and based on information furnished by the owners of such underground facilities or on physical appurtenances observed in the field.The City and Engineer shall not be responsible for the accuracy or completeness of any such information or data.The Contractor shall have full responsibility for reviewing and checking all such information or data, for locating all underground facilities,for coordination of the work with the owners of such underground facilities during construction and for the safety and protection thereof and repairing any damage thereto resulting from the Work.This Work shall be considered as a subsidiary item of Work,the cost of which shall be included in the price bid in the Proposal for various bid items. The Contractor shall notify any affected owners(utility companies)or agencies in writing at least 48 hours prior to construction. a. Notify TEXAS 811 (1-800-DIG-TESS or www.texas811.org)to locate existing utilities prior to construction. b. Caution! Buried electric lines may exist along this project. Contact electrical providers 48 hours prior to excavation: e ONCOR Robert Martinez 817-215-6688 c. Caution! Buried gas lines may exist along this project.Contact Atmos Energy 48 hours prior to excavation,and within two(2)hours of encountering a gas line(John Crane: 817- 207-2845 d. Caution! Buried communication cables may exist along this project.Contact communication companies 48 hours prior to excavation: s Charter Communications Ricbie Bonner 817-205-8177 e. Caution! When doing work within 200 feet of any signalized intersection,the Contractor shall notify Traffic Management Division of City of Fort Worth T/PW,72 hours prior to excavation Leroy Soria: 817-392-8656.The Contractor shall protect existing signal hardware,ground boxes,detection loops, and underground conduit at signalized intersections.Any damages at signalized intersections shall be replaced at the expense of the Contractor.The Contractor shall contact the City at 817-392-8100 to perform conduit line locates at signalized intersections 72 hours prior to commencing work at the intersection. f. The Contractor shall notify the City of Fort Worth Project Manager 48 hours prior to the start of any excavation Juan Pablo De La Cruz: 817-392-6747 2. Contractor's personnel shall have identifying clothing,hats or badges at all times which identify the Contractor's name,logo or company. 3. Protect concrete curb and gutter,driveways,and sidewalks that are not designated for removal. Removal and replacement of these items shall be as designated in the drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL NOTES version Release December 18,2015 8. Landings shall be provided at the top of curb ramps. The landing clear length shall be 5 feet minimum from the end of ramp. The landing clear width shall be at least as wide as the curb ramp,excluding flares.The landing shall have a maximum slope of 2%in any direction. 4. In alterations where there is no landing at the top of the curb ramp,curb ramp flares shall be provided and shall not be steeper than 8.3%(12:1). 10. Where turning is required,maneuvering space at the top and bottom of curb ramps shall be 5 feet by 5 feet minimum.The space at the bottom shall be wholly contained within the crosswalk markings and shall not project into vehicular traffic lanes, 11. Curb ramps with returned curbs may be used only where pedestrians would normally walk across the ramp,either because the adjacent surface is planting or other non-walking surface or because the side approach is substantially obstructed. 12. Where curb ramps are provided,crosswalk markings shall be required and ramps shall be aligned with the crosswalk. 13. Counter slopes of adjoining gutters and road surfaces immediately adjacent to the curb ramp shall not be steeper than 5%(20:1)in any direction. CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL NOTES Version Release December 18,2015 Storm Drain: 1. Maintain the existing storm drainage system until the proposed system is in service. In no case should the Contractor leave the existing storm drain out of service whereby runoff would cause damage to adjacent property. 2. Construct all drainage improvements from the downstream end to the upstream end to allow continued storm drain service.If the Contractor proposes to construct the system otherwise,the Contractor shall submit a sequencing plan to the City for approval. 3. Take appropriate measures to preserve wildlife in accordance with applicable federal, state and local guidelines. CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL MOTES Version Release December 18,2015 1. A continuous grounded system shall be provided in PVC conduit by running 148 bare copper wire in conduit between foundations and grounding at each foundation ground rod. 2. All conduits shall be Schedule 80 PVC. 3. Electrical service shall be installed per City Specifications and City Detail in separate 2"conduit from the meter to the signal cabinet. Signal Heads: 1. All signal heads shall be McCain"',Econolit&rm,or approved equivalent style and dimensions. 2. All signal heads shall be covered with burlap or other approved material from the time of installation until the signal is placed in operation. 3. All signal head attachments shall be designed such that the wiring to each signal head shall pass from the mast arm through a rain tight connector to the signal head bracing or attachment hardware to the signal head. A small amount of exposed signal cable shall form a drip loop. 4. All LED signal indications shall he General Electric(GE)GelcoreT"M or DuralightTM1 and shall meet the latest ITE standards. 5. Signal heads(all displays)and pedestrian Walk and Don't Walk heads with countdown displays shall have LED inserts. 6. Clam-Shell mounting assemblies shall be used for pedestrian indications. 7. All LED signals shall be of the incandescent appearance. 8. All signal heads shall have black aluminum,louvered,single piece back plates compatible with McCairJm,EconoliteT",or approved equivalent signal head housings. Traffic Signs and Pavement Markings: I. All traffic signs and mounting hardware shown on the plans will be furnished and installed by the contractor including the metro street name signs. The contractor shall provide a detail sheet for the metro street name signs with block numbers to the City for approval prior to fabrication and installation. 2. Existing stop signs and posts will be removed by the contractor upon,or before,the signal turn- on. 3. Unless directed by the City,signals shall be placed in full operation between 9:00 a.m.and 12:00 p.m.(noon)on Monday through Thursday only.A representative from the Traffic Management Division shall be present when the signal is placed in operation.The Contractor shall contact Traffic Management Division(817-392-7738)to arrange time and date of signal turn-on. Detection System: 1. The Contractor shall furnish and install the Iteris"m Vantage Vector Hybrid Detection System and cable. 2. The Contractor shall install,aim and program all detectors as per City Standard Specifications and City Details. 3. The Contractor shall refer to and City Standard Details and project plans for detection zones placement. Emergency Vehicle Preemption Equipment(EVP): 1. The Contractor shall furnish and install the Opticomrm EVP(detectors,cable,and discriminator -- units). 2. The Contractor shall install the EVP detectors on the mast arm as shown on the plans and appropriate City Detail,and run one continuous EVP cable from the detector to the cabinet. Installation of the EVP system will be paid for per bid item. Accessible Pedestrian Signal(APS): CITY OF FORT WORTH STANDARD CONSTRUCTION GENERAL NOTES Version Release December 18,2015 SP-1,00 Special Provisions THIS PAGE LEFT INTENTIONALLY BLAND HMAC 2019-1 CITY OF FORT WORTH City Pmject No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Page 1 of 2 SPECIAL PROVISIONS 32 13 20 — Concrete Driveways: Contractor shall backfill'* around the driveway within five (5) working days from pouring the driveway; if the contractor fails to complete the backfill within five (5)working days,a$100 dollars liquidated damage will be assessed per block per day. Backfilling is considered subsidiary to this bid list item,just as excavating and preparing the subgrade. 32 13 20—Sidewalks: Contractor shall backfill around the sidewalk within five(5) working days from pouring the sidewalk; if the contractor fails to complete the backfill within five (5)working days,a$100 dollars liquidated damage will be assessed per block per day. Backfilling is considered subsidiary to this bid list item,just as excavating and preparing the subgrade. 32 13 20—Ramps: Contractor shall backfill the wheelchair ramp within five(5)working days from pouring the ramp;if the contractor fails to complete the backfill within five(5)working days,a$100 dollars liquidated damage will be assessed per block per day. Backfilling is considered subsidiary to this bid list item,per each ramp removed and/or installed. 32 16 13—7'Concrete Curb and 18"Gutters,Construction Detail,D534: Contractor shall backfill behind the curb and front-fill to the saw-cut,with HMAC,within five(5)working days from the day of completing the curb and gutter;if the contractor fails to complete the backfill and front- 111 within five(5)working days,a$100 dollars liquidated damage will be assessed per block per day. Included and figured subsidiary to this bid list item will be the required HMAC front-fill and saw-cut excavation into the street,to aid in the construction of the curb and gutter,a limit of nine inches(9") out from the gutter lip. The IIMAC front-fill is required irrespective of new or existing curb and gutter. The contractor shall saw-cut the curb and gutter and/or pavement prior to removal;with same day haul off of the removed material. 32 16 13 -Concrete Valley Gutters: Work shall be completed on each half within five(5)working days; if the contractor fails to complete the work on each half within five(5)working days,a$100 dollars liquidated damage will be assessed per each half of the valley gutter per day. Saw cutting, removal, hauling or disposal, tools, labor and incidentals necessary to execute the work are subsidiary, since they are covered under Division 2, Section 02 41-15, Pavement Removal. Also, asphalt transition is considered subsidiary to the concrete valley gutter. MUM 2414-1 City Project No.101615 SS-99 99 ®® Paving Construed®n Allowance THIS PAGE LEFT INTENTIONALLY BLAND HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 99 99 00 1 SPECIAL'TECHNICAL SPECIFICATIONS Pagelof 1 9999.0096 PAVING CONSTRUCTION ALLOWANCE The paving construction allowance shall consist of miscellaneous construction and other non-subsidiary items requested for construction by the City of Fort Worth and at the direction of the Project Engineer. The payment to the contractor for miscellaneous construction shall be the actual cost of the work plus 10%to cover the cost of overhead incurred by the Contractor in handling the construction. SPECIAL TECHNICAL SPECIFICATIONS IO161 IRR steer ai IIABII rlartoN 2615 March 10,2014 A-01 HMAC Hot In®Place Recycling & Rejuvenating F Oil THIS PAGE LEFT INTENTIONAEEY BLANK HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Page 1 of 4 1-Inch HMAC Hot in-Place Re clip &Re'uvenatin Oil Part 1—General: L ASPHALT RECYCLING—The Type"D" hot mix asphaltic concrete surfacing may be installed using an alternate technique. The following are the requirements: A. Description: This item is a process of asphalt surface rehabilitation that consists of repaving the existing asphaltic pavement in a simultaneous multi-step process of heating,scarifying,thoroughly remixing to the specified depth and reshaping the old asphaltic surface,applying a asphalt recycling modifier,and then placing and overlay of new asphaltic concrete pavement for the required thickness as specified. B. Materials: 1. Hot Mix Asphaltic Concrete surfacing shall be of the specified type and shall be in accordance with the Standard Specification. 2. Recycling modifier or other asphaltic material shall be of the specified type or as approved by the Engineer. C. The machine that heats,scarifies,rejuvenates and levels must also lay the new Hot Mix. New Hot Mix must be laid within 30 seconds after scarification begins to ensure a Hot Monolithic Bond with the old pavement. Specifications: Property Test Procedure Min Max Viscosity,Sa bolt Furol,`17°F,sec T72 75 400 Sieve test,% T59 - 0.1 Storage stability,1 da,% T59 1 Distillation test: T59 Modified Residue b distillation,%b wt. GS Oil distillate,%b volume of emulsion - 7 Test on residue from distillation: T49 300 - Penetration,77°F,100g,5 sec. Solubility in trichloroethylene,% T44 9� Ductili ,77°F,5 cm./min.,cm. T51 50 1200 Float test,140°F,sec. T50 - 1. Heater,Scarifier, Repaver Unit: This machine shall be a self-contained machine specifically designed to reprocess upper layers of existing asphaltic pavements. This machine shall be as approved by the ENGINEER with due consideration being given to proven past performance of the unit on similar work. The heater-scarifier- repaver unit shall consists of at least the following: CITY OF FORT WORTH I1MAC 2019-1 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No.101615 Revised July 1,2011 Page 3 of 4 13. The existing asphaltic pavement shall be evenly heated,scarified,and remixed to the minimum of specified depth by a continuously moving heater scarifier-repaver unit. It shall be controlled to assure uniform heat penetration without causing differential burning of the surface. Charring of the asphalt will not be permitted. The scarified material shall be gathered by the leveling device,and spread uniformly to a minimum depth of one inch. Under no circumstances shall the scarifying penetrate into the existing flexible base course. C. The heated material shall have temperature in a range between 225°F and 265°F as measured immediately behind the heater-scarifier. The ENGINEER will determine the temperature within these limitations, and the mixture shall not vary from this selected temperature more than 25°F. D. Recycling more modifiers or other asphaltic material, if required, shall be applied during mixing and leveling operations or immediately following the leveling operation. The rate of application shall be as specified or as directed by the ENGINEER E. New asphaltic concrete pavement overlay shall be placed over the leveled bot-scarified material,which shall have residual temperature of at least 190°F. Rafe of placement will be specified. The new asphaltic material shall meet the requirements of Texas Department of Transportation standard specifications. F. H.M.A.C. shall be placed and spread using vibratory screed; and, unless otherwise directed by the ENGINEER,an automatic longitudinal screed control system shall be required. G. To the varying properties of the existing asphalt pavement,the following adjustments shall be made,as required,as directed by the ENGINEER. 1. Depth of scarification may be varied. 2. Rate of recycling modifier application or other asphaltic material may be adjusted as necessary to maintain a uniform mixture. 3. Rate of H.M.A.C. application (lbs. per S.Y.) may be adjusted to maintain the design depth of combined recycled and new asphaltic concrete pavement. PART 2—PRODUCTS: I, GENERAL REQUIREMENTS: The work under this specification will not be allowed when the air temperature is below 60°F and is falling,but it may be allowed when the air temperature is 60°F and rising. The air temperature shall be taken in the shade away from artificial heat. HMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 E-01 HMAC 2019-1 Street List 7HM 7AGE LEFT INTEN'T'IONALLY ]BLANK RMAC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised duly 1,2011 HMAC (2019-1) Street List HEMPHILL ST Project NAME BLOCK LIMITS STREET LIMITS LM CO MAPSCO Procedure HEMPHILL 5T 100-1099 W VICKERY BLVD-W ROSEDALE ST 3.32 9 77E HIR HEMPHILL ST 1200-4549 W OLEANDER ST-W BOYCE AVE 16.55 9 77J HIR 19.87 C-01 H AC 2019-1 Street Map THIS PAGE LEFT INTENTIONALLY ]BLANK 1I[v1AC 2019-1 CITY OF FORT WORTH City Project No.101615 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1,2011 Hot In-Place Recycle Hemphill St. M1 � La ter ,W La aslerAve,W ¢ to U �_ E St, � � m ra' V.ke Blvd, dcery Blvd,E 0 Rb Gr de ickery Blvd.W Jarvis St W a St, a a e tAv,E Da s D geel Ave, Av.E E B dw YAv. 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Q vInt 1 Pri oe at m 4 .9 N E r 5 minary or.1= Se finery Dr,W Semin ry mi a Dr, = elkis ,W Q- �° _Thom ill Dr rt e 4 a B ueSt.w a ,w read st.w g Q�. a s Seddall t,W Beddell ,W e T_ a Gambrel) t,W > m Ham nd St,W '• — r m P � E m _ —2 tl m c 4 BoY Ave. r F d o Qve• a m q Legend v. Spu g IIxsL rii m Felix t,W W. ¢ ullsrA e,W ,FE HIR-Hemphill St - E — — sem`-a�e,'D( SD- 1.00 Standarrd Construction Specifications THIS PAGE LEFT INTENTIONALLY BLANK HMAC 2019-1 CITY OF FORT WORTH City ProjectNo.101615 STANDARD CONSTRUCTION SPECIFICA'T'ION DOCUMENTS Revised July 1,2011 4' 44' FoT WORH==.+ l T 4 2 3" W-Project Title 4' 82 Funding 12 Contractor: 22" Contractor's Name 12, i2, Questions on this Project Call:-1 1" 1j" (317) 392 - XXXX 12' A#ter I�®urs Call: (317) 392 - 1 22., 1"TYP. Ri"TYP. FONTS. NOTES: FORT WORTH LOGO IN CHELTINGHAM BOLD IF APPLICABLE TO THE PROJECT, ALL OTHER LETTERING IN ARIAL BOLO CONTRACTOR SHALL.OBTAIN VINYL STICKER CITY GAS LEASE REVENUE IN ACTION"!LOGO AT CDR SIGN AND COLORS: ENGRAVING,6311 EAST LANCASTER FORT WORTH-PMS 288-BLUE AVE 817.4514684),PEEL AND PLACE LONGHORN LOGO-PMS 725•BROWN LETTERING-PMS 288-BLUE 1N FUNDING SECTION. BACKGROUND-WHITE BORDER-BLUE PROJECT DESIGNATION SIGN CITY OF FORT WORTH - CONSTRUCTION STANDARD DRAWING NO. 1 - H DATE: .v 16—#4 BARS .T. P .:, " -. 2" MIN. SEPARATION :s DISTANCE (TYP.) y •6p. w 52" MIN, PROPOSED HMAC EXISTING HMAC PLAN VIEW PAVEMENT REPAIR PAVEMENT PAVEMENT REPAIR PER ASPHALT PAVEMENT EXISTING HMAC CONCRETE FRAME AND COVER AS TRENCH REPAIR DETAILS PAVEMENT 2MIN. COLLAR INDICATED IN THE DRAWINGS AS INDICATED IN THE (T YP) "� DRAWINGS • `F7c GROUT FACE :41!,r?•., 12" sM00TH ( MAX. TYP.) t fff rftlflfj/rffd;}su.'-4.=i•.F<.a�,=.s': - y .- :a'a�L$1,s,.. 4`: : -.4 x"7'S:•,`��:'��5'0` \/\// / l 0 I f I '.-._',�jic•`�:.�-e>'q-':�x@.:-4��:E+�: -,• � �'t Iry, -1'=rte'.:"1:,-:.'':"a` / //� ..t.y,'.'.t•,v,�*'; .u. '~+ 3" MIN. '''.• *.q.¢=p>�.Ee*A*p*•�*�°*\"*\ MANHOLE OR VAULT UNDISTURBED x ;.e,,,- EXISTING SUBGRADE 2 ROWS RAM—NEK OR p`ra * PER DRAWINGS TREATED ":�,t.' EQUIVALENT (TYP.) SUBGRADE ACCEPTABLE BACKFILL `»` '.•';:- �'NOTES: OR AS REQUIRED BY �\ +{* DRAWINGS PER SECTION 1. THIS DETAIL TO BE USEDDRAWINGS ONLY WHERE SPECIFIED ON THE DRAWINGS IN 33 05 10 COMBINATION WITH PROPOSED MANHOLE SECTION VIEW OR VAULT IN THE SAME LOCATION. 2_ IF GRADE RINGS ARE USED, THEY SHALL BE NO LESS THAN 2" THICK, AND SHALL NOT EXCEED 12" IN HEIGHT, MORE THAN 3 TOTALOTAL GRADE RINGS.NO SHALL BE ALLOWED. 3, MEASUREMENTS ARE TYPICAL FOR ALL SIDES OF MANHOLE/VAULT UD ASSEMBLY, CITY OF FORT WORTH,TEXAS REVISED:08-31-2012 Fo (MANHOLE LID 14SSEMBLY - EXISTING HMAC PAVEMENT (CONE) 33 05 13-DO10 COLLAR CONFIGURATION COLLAR CONFIGURATION FOR PAVED AREA FOR UNPAVED AREA 51 _ MANHOLE FRAME AND �• , u j 7 ,. DUCTILE IRON �;�.4:•:y �:�*. .5,.�` 32 DIA. DU ,. .:.•.• .� ••� - .••:....• : . COVER. (REFER TOs. �,N,•:� ;; `: ;.: ; '" .., •; STD. PRODUCT LIST) .,'�.;� ' .',� ,`.-+,:,�:" ' • •:y.! 3" TYP. . �,z• l � .f:: •r. I 4000 PSI CONCRETE 'fes% �y'�•�..•••�•.��:... •�: .i. y��y�' ..k:�;•� 8-•-#4 REBARS TYP. , .i� �i.r.� '�3;-,. �..• • t '"".: 12" 32" MIN. �a" CHAMFER (TYP.) M1N. GROUND �•'•.'.:'::2:27?'<'r'; 30" CLEAR OPENING ' CONCRETE COLLAR I1 HEIGHT VARIES •';,: 2 ROWS OF RAM-NEK SEAL '`=+ 2" x 8" x 30" I.D. ;:,; W/STAGGERED JOINTS OR CONCRETE PRECAST .. ;, APPROVED EQUAL. •, GRADE RINGS PER t:;; ;•:rN ASTM C478. a' �a CSION E REQUIRED REBAR SHALL BE PLACED 3" n WHERE THE STREETHOILES ARE 2IOR ON AL ELEVATED D MANHOLES. ' MIN. FROM TOP AND BOTTOM MORE GRADE RINGS, AS JUNCTION BOXES AND WHERE — OF CONCRETE COLLAR, NEEDED. BETWEEN CASTING SPECIFIED ON PLANS. (REFER AND TOP OF PAVEMENT. TO STD, PRODUCTS LIST) LOCKS TO BE INSTALLED ON HINGED LIDS INSTALLED IN ALL MANHOLE LIDS BELOW STREETS SHALL OPEN THE 100-YEAR FLOOD ELEV. E11-14, E1"-20, E1-21 MATERIAL AGAINST THE FLOW OF AND WHERE SPECIFIED ON E2-14, E2-20, E2-21 CONSTRUCTION TRAFFIC. PLANS. CITY OF FORT WORTH,TEXAS DATE:OCT.2009 �IrT MANHOLE FRAME, COVER, GRADE SAN-009 RINGS AND CONCRETE COLLAR Manhole Iser 318" Dia. Mole With 302 Stainless . Steel Roll Pin Cross- on view 10 or 12 Sale G90 galvanized steel p 3 " 's a Height seta asphalt overlay 4 �--� 3!4"thick riser bar 17/64"Diameter holes b •l•Ifi+V�... m•o•a y6'YVo 314" O.Q. SIS" 1/4" 318" I. D. 318"- 16 Thread Item Item mwerrial Dewiiption Tonsik Tensile Number Dewri tion Yield Minute I UV Roll?if* -am Stainle w Steel f 14.000 LB Double Shur Strm 33,000 P.S.l. WOO P.51. -- 2 Steel Skirt 11 nr JOS&V A.I.S.I. }020 Stall (A-38) G-40 Gelvsu:aed _ 3 Weld 6Sal�14'. cjmwnfaa=►+sided 73 000 P.S.I. SS 1300 P.S.l. 3t4"wsdr Itir 13ar Hoa Rolled Steel r4.l.S.l._1020 A-36 33.000 P.5.1. 6 400 F.S.I. 5 lead l� Fargl�g AI.S.I. C-1030 Steel Hest 7•restad BEAN 240 90.000 P.S.l. 42,000 P 5.1. 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