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HomeMy WebLinkAboutContract 52596City Secretary ~ Construction D Project Manager D PROJECT MANUAL FOR THE CONSTRUCTION OF CITY EC RETARY5 "" S O': co TRACT NO . ~OC::..;:::::.....c.:.!..z~:;..__- TRAFFIC SIGNAL MODIFICATIONS AND UPGRADE AT VARIOUS LOCATIONS THROUGH-OUT THE CITY City Project No . Unit Price Contract, Various Project Number s Betsy Price Mayor D avid Cooke City Manager Steve Cooke Interim D irector, Transportation and Public Works Department Prepared for The City of Fort Worth Transportation and Public Works Department January 2019 Kimley-Horn and Associates, Inc. TPBE Registered Firm No. F-928 801 Cherry Street, Unit 11, Suite 950 Foti Worth, Texas 76102 817-335-6511 Abhishek Acharya, P.E. (#124094) __ ............ ,,,,, J./1,J.Jtj ---:<;€. OF r.~ \\ ;'\\>-............ ~-...i.-~,, ; ~ ..... -ib ···~1$1 •• ~ * :· ~ · .. * t, t. .. ~./ .................................. \~.\ '-ABHISHEK ACHARYA ~ ~ ........................................... , ..... i ~, .-;;\ 124094 /Q: J ,, ~ ••• (. Q ... I.(;./ •• O~·· .• _:C ENS~_ ..... ~Y '~'~&s,c;-···L·'c.~~--~--, , OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX ORTWORTH.,, H City of Fort Worth Standard Construction Specification Documents Adopted September 2011 00 00 00 - 2 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 4 SECTION 00 00 00 'FABLE OF CONTENTS Division 00 - General Conditions 0005 10 Mayor and Council Communication 0005 15 Addenda 00 11 13 Invitation to Bidders 0021 13 Instructions to Bidders 0032 15 Construction Project Schedule 00 32 15.2 Construction Project Schedule — Progress Example 0032 15.3 Construction Project Schedule Progress Narrative 0032 15.4 Construction Project Schedule — Submittal Process 0035 13 Conflict of Interest Affidavit 0041 00 Bid Form 00 42 43 Proposal Form Unit Price 0043 13 Bid Bond 00 43 37 Vendor Compliance to State Law Nonresident Bidder 0045 It Bidders Prequalifications 0045 12 Prequaliiication Statement 00 45 26 Contractor Compliance with Workers' Compensation Law 00 45 40 Minority Business Enterprise Goal 00 52 43 Agreement 0061 13 Performance Bond 0061 14 Payment Bond 0061 19 Maintenance Bond 00 61 25 Certificate of Insurance 00 72 00 General Conditions 0073 00 Supplementary Conditions Division 01 - General Requirements 01 1100 Summary of Work 01 25 00 Substitution Procedures 0131 19 Preconstruction Meeting 01 31 20 Project Meetings 01 32 33 Preconstruction Video 01 33 00 Submittals 01 35 13 Special Project Procedures 01 4523 Testing and Inspection Services 01 5000 Temporary Facilities and Control 01 55 26 Street Use Permit and Modifications to Traffic Control 01 6000 Product Requirements 01 66 00 Product Storage and Handling Requirements 01 70 00 Mobilization and Remobilization 01 71 23 Construction Staking and Survey 01 7123 Construction Staking and Survey Attachment A Survey Staking Standards 01 7423 Cleaning 01 77 19 Closeout Requirements 01 78 23 Operations and Maintenance Data CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Through -out the City Revised February 2, 2016 City Project No. Unit Price Contract, Various Project Numbers 000000-3 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS 01 78 39 Project Record Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised February 2, 2016 Page 3 of 4 Traffic Signal (Modifications and Upgrade at Various Locations Through -out the City City Project No. Unit Price Contract, Various Project Numbers 000000-4 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 4 Technical Specifications which have been modified by the Engineer specifically for this Project, hard copies are included in the Project's Contract Documents Division 34 - Transportation 3441 10 Traffic Signals 3441 13 Removing Traffic Signals 34 41 65 Foundation Anchor Assembly 3471 13 Traffic Control Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's Buzzsaw site at: ht sal roject oint.buzzsaw.com/client/fortworth ov/Resources/02%20- %o20Construction%2ODocuments/S pecifications Division 02 - Existing Conditions 0241 13 Selective Site Demolition Division 26 - Electrical 26 05 00 Common Work Results for Electrical 2605 10 Demolition for Electrical Systems 26 05 33 Raceways and Boxes for Electrical Systems 26 05 43 Underground Ducts and Raceways for Electrical Systems Division 32 - Exterior Improvements 32 1320 Concrete Sidewalks, Driveways and Barrier Free Ramps 32 17 23 Pavement Markings Division 34 - Transportation Modified City of Fort Worth Specifications TxDOT Specifications (416, 686, and 687) Appendix GC-6.06.D Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates END OF SECTION CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Through -out the City Revised February 2, 2016 City Project No. Unit Price Contract, Various Project Numbers M&C review Prige I of 2 CITY COUNCIL AGENDA Urikuol -itu or IjI�• liLy -or FUrt OC'1%r Te"r FoRTWDRTII COUNCIL ACTION: Approved on 614/ 0'19 -Ordinance No. 23682-06- 019 REFERENCE 20TRAFFIC SIGNAL DA` r=: 6141 019 NO.. C-29141 LOG NAME- CONTRACTS EARTC AND SIEMENS MOBILITY CODE: C TYPE: CONSENT PUBLIC o HEARING: SUBJECT: Authorize the Execullon of Indfvidual Contracts wlih EAR Telecommunlcatlons, LLC d/b}a EAR TC, and 3 Iemens Mobillt , lric , Each In the Arno urnt of 750,000.00, and Adopt Approprlatlon ordinance (ALL COUNOIL 01 STRIDTS) RECOMMENDATION - It is recommended that the My Councih 1, Authorize the execution of a contract with EAR Telecommunications, LLC ftle EAR TO in an amount of $750,000.00 for the rnodiflcatten enG Upgrade of traffic signals Ihrougheut the City; . Authorize the execution of a cantraot with Slemens Mobility, Ihc, iri en amount of $750,000.00 for the modlfication and upgrade of traffic slgnaIs throughout the City; and 3. Adopt the aRached appro�rlatic n ordinance Inareasin0 appropriations In the 2013 Bond Program Fund In the amount of 1,500,000.00, from available funds to provide funding in the 201 a Bond Program Traffic Sig nsIs Prograrrlmable, DISCUSSION: The purpose of this Mayor anti CcuncII CummUNcation M&C) Is to appropriate add IHan aI runds' in the 2018 Bond Program Fund in the amount of $1,500,000-00 to provide fund In9'for the modification and upgrade of trafiIr. signals throughout the City by EAR Telecommunications. LLC dlb1a EAR T and Slemans Mobility, Inc. The Transportatlon Management DIV1ricn of the Transportation and Public Vtlt}rlts Department has been actively upgrading the obsolete and iron -standard equlpmen t, prvcurIng and implement1ng advanced technalogles lncludIng advanced traffic signaI controllers, traffic signal cabinets, PT (Darr, Tilt, Zoom) cameras, and communication modems. AdditlonaI funds provide the ability to continue these program,% until all traffic signals and its related ITS (Intelligent Transportation System) components are up to date_ This will allow traffic flow along every major adertal In the city to be monitored and managed remotely and in real tirne, The rest+lt to be a more efficient work force and a robust system with ability to respond to €nride nts, emergencies, and events quickly, This projectt war* advertised on January 24, 2019, January 31. 2019 and February .7. 2019 In the Fort Worth Star -Telegram, On February 21, 2919 the foIlowing bids were receiverJ; Elid results Contractor Total 131d EARTC. I_LC $4,905.049 07 siemens Mobillt , Inc, S6,776.9AIp0 Durable S amal raa 87.927.3E0.00 These bids were obtained to determine the unit prices for [lie contracts. Staff intellds to utilize these contracts immediately after their approval and execution. http://apps.c,fvvnct,or lcouncil_piickiWmc_mv1c ,asp?iD= 697I -co uneildute l412019 6114/2019 M&C ktview Page 2 of 2 no Trafrin 5 la noln progrin mabla P role t bud st a umm arV Is as failow#; Curreni Addlticnot Approp, dl9gGr]+ Pr4 rAf141?lAtMf9 Hudget t l f Aor this MA&C Traffic :rf nals PROW �A,O00,000.00 1.a4ix,00Q,Qd $5.15OQ,00U.00 Funding SOurta AM Donif Pmar.Elm 3,�t5U,C10�. 0 'I, OO,4�i4,k1 $6.BOD,00D,00 The action In this M&C was not Included in the FY2019- 023 Capital Improvement Ilan { fl appropriation and will allow a rm€d-year Increase to an exisbng programmable project (TrafficSignals) and its FY2019 budget. Funds for this project are included in the 2018 Bond Program. Available resources within the General Fund will be used to provldl Y Interim financing untll debt is issued. Once debt associated with the project 1s sold. bond proceeds will reimburse the General Fund in accordance with the statement expressing official Intent to Reimburse that was adopted as part of the ordinance canvassing the bond election (Ordinance No. 23209-05-'2018). EAR TELECOMMUNICATIONS ILLC is In compliance -with the ity's BDE Ordinance by committing to 5% MEE participation on this project, The City's IVIBE goal on this project is 5%. Siemens Mobility, Inc., is in compliance with the ityr's BDE Ordinance by committing to 5% (VIBE participation on this project- Tina . ity's MBE goal on this prvlect is %. This project is located In ALL COUNCIL DISTRICTS. FI CA, INFORMATION/CERTIFICATION: The 01fector of Finance cerElfies that upon~ approvaI of the above rem mmendatlon$ and adoption of the attaohed appropfiatlon ordinance. funds will be available In the current capita] budget, as approptIated of the 2018 Bond Prograrrr Fund, Department Account Project � Program IB 10 ubmitted for City Mananer's Off tee by: OrIgbiating Department Head: Additional Information Contact: ,udget Ref�# Amount Ileac Chartflald Susan AlanIs (8180) [eve Cooke.(5134) Tanya Brooks (7861) ATTACHMENTS 20TRAF F IC SIGNAL CONTRACTS E RTC AND S1EI IEh1S 1VOB]LIT 34018 A01 Rev.docx IR TC 1295 Traffic Skinals Upgrades 2019-482982 Redacted-0 ierlsens FTW'1295 Traffic Slanals Ul,grades 01 - fi3 0 F edacferi,pdf httl):Jlapps.cfwsiet.orgkotimciI_packethike—review.asp?[D=2697I&cemciIdate— /4/2019 6/14/2019 Addendum No. I Traffic Signaf Modificatfons ajad tlpggracle a Various Locations Through-otrl tfxe City City of FortWorth Project No. 101729 Addend LIM Issued: February 12, 2019 Bid bate: February 14, 2019 (Rovised Bid Date- Febr'awy 21. 201 ) 1. Section 00 11 13 Invitation to Bidders a. The bid o0ening date has been revised to Febmary 21, 2019. Section 00 42 43 Proposal Form a. Bid items 1, 208 and 209 have been removed. 1). The; bid quantity for items 213, 214 and 215 have been increased to 20 each- c- A reel line -version showing the changes is attached along with a clean, revised version. The updated version of 00 42 43 has been uploaded to Buz -Saw, 3. Section 34 71 13 Traffic Control a- If recurred by the city, installation of Arrow Boards For traffie control is considered subs[diary to the varlous bid iterns. Please be sure to acknowlertge Vpur receipt of this Addendum In your rep o� r?se. Addendum prepared b: Abhishek Acharya, P.E. 81 Y- 3 -6511, abhIslie ic.acharya k[niley-hom,f,-om Kinney -Horn and Associates, Inc„ TBPE Firm No. F-0 8 B01 Cherry Street, Unit 11, Suite 1300 Fort Worth, Texas 76102 g-.iRW -CFtOV61411�2G;-'-:1:w1 ;r}G4.l;'liza:] aN'.ZrJLf-& NJ�-RuJ �Srrdsand I Ipg❑„1e PraiathIL,a,ualREXAtAddLndum'uk+ dtFrdain-NoI-'�rfLOc-Ws9o1- h18LU-UPMdL%d1rti I Al1113•I it,KriTATlnN, VEI BMT)m, StrCT[ON 00 11 13 3 REC1EE'T CST Bij)% 4 Scaled bids for dw coltstructioll of i-Affic S igu lI MOdificati(jn�i w d UPgr'ade tit Vari0wi' 5 Liv4 t imm 'Flirmighou I the City wilt be received by the Ciry oFFort Wort11 Pur►:.basing ofte; to 7 City of Fort Worth 8 Pul-ohm;iiig Di%,ision 9 20 rexnq stivel 10 Fort Worth. Texas 76102 I I Until Febr mry 21. 2019. and bids ;y111. bp. opened publicly aped I-ejd ajolid al '?.ifs? i).m .c's,r h, [he 12 CminciI Ciiamlrers: [3 1.4 GENERA L >t ESCRIPTIOtN OF WORK 15 Tbv Inainr work nminly cans ists ,iIwo 1xix.,1uons of Imflac sigaaI modifivatikins wid upgades and 16 related. barrier fvee rumps Aml sidew-Lilkq. 17 is PREQU, Ll[FicA:rION I ki 1 Jici'u ni`,- Ili) prccitrjli I I[CRtiolM rquieed for Lhis pivjee[, 20' 22 T1)e Hidding.and Contract f)ncljments may be ex� . ined or obtained on -lint: by Visiting the CiTy 23 (if Fom Wort Ii's Purcllasi ig Division webs ile tit hup:/AiNvxe,fol-[�4'or'thtexas.ggvr purchas iii& 0rld 24 clicking on S41c BiLz1rsaw Milk Co the a d vch ised project fDIders Oil 111c C1ty's $nZ-rsMV sitar The 25 Conkl`ttfit CIS 11tC11+11t may be r1o}1Ttiluadlyd, 5'iI.WL�c1, illj[I printed by I ii I Liv&[W con rarrlor,� and/nr ? supf}Gear. 27 28 Capi�-s of the Biddino and Cain tact lJ&umLnts krill nu4 be-ug flable ror purcliase: 19 30 PREBU) CONTTERELNCE 3J A Prebid Conferance =y be ]geld as desori:bcd its Scctioiz 00 21 13 - M'STZI V-1-10 S 1'0 32 13 1 DDE R-S at k[le I0How ing location, dale. al Id time 33. DATE: Februaiw 12, 2019 TIME! 10 Ak11 CS] 35 PLACE: 5001 Jams s Avunuca TraffivMmweemem1 36 I;ori Worth, Tgxms 76 [ 15 37 LOCATION. TLa f]ic M magement Coi-if'ererlee Room 38 i9 AWARD OF CONTRAC.'T AND MY I S RIG M' TO ACCEPTOR REJECT BIDS 40- pity may a► and conlracru.to inoMAW1 nrLe biddu, 10Wes[ to [Zig1Yost,.biIL is 3101 rek11IirCd to #I yard 41 to MI hiddcls. 4 •13 Cily I'CSt51 ':I; lltc rialit ro Iva i%-e in FormaIitics not involv%ig price, corl[raCI I lie u]` C]It�Ijgt-s i I I Ili6 44 Work L9iid 1iii;I the cight fLi iv-jc:.t any or }iII IiId.". 4.6 a 7 RIE, NEWALS i-ITY OF JF1- 1' WC A111 .47ANT)AR11 CC'.+t TbsilmoN mciFicoErICFW Do41r[441cNTS 7'rm is 5 ipnl ?YJejdlflcnlinnz Ind Q&vddir at Varjmt L' neuf ons Thrmghouf 11W.Lity c=pry i rnlcaG . UIEu Ylfit 04111rac1. VIU1010 J�rojcd NLUPOIL1Yh .Ro i.W. Crelullet I8L R t-C+ (10 11 13 -' 'iItiMATMTOJai L] EPS 2u This CmArart may he neiiu wed tpli Its three (3) mldil ics aI teran a1 1-1it! earl ier or Ilse ex p Tri'l 11 OTI t)f c(Alrill13 filIlds OF CQljtf0CT tulle under 111e5ame Wrtns, r,011ditlOnS, and Unit prices. IN[ UMIE4 Al f li qu]ries re l;itivv- to t11iq pmcurcintnt should be add rw. cd Icx the falInwulg: Attn: Kmgs;em i.11 huliL P.L-., Cit}y of Fort Wctrlh Email: fssc:m.JJchlilaf�a�t►or[�ltexrxs.r Pliono: (N17)392-87-12 ANWOR Attu: St!irtl R. 11mo10, P.l r., Tinley -Rctrn kLtid Assctui.ates, l'ttc_ Email: si'c}t�,a��yolcl��Ikimle}�Itnrn,wrani. Phony: ($17)335-6511 ADVERTEetSE3I .1`T DATES JunLtary 24, 2019 ,lanoury 31, 019 Fehillary 7, 2E1 19 END OF SECTION CITY (.)I' J-010, Vfri' R I`H ST.tNDAR U L'aNN l RU fiTION S E-CMCATION DOCLMENTS Tr nfrir Signal NlodfSontinus ajut Uligmule aLVafijusL:DCWiunaTliruue.houl thaCily Ckty Pmjcel 1tiu. IJjk Her C'uat=t, Vctflmm' J'ok ut NDmbum RoUea0clobot Iit. 201i5 :,4- All F I'll I %X?X al P-_u I uF:'I SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID Bidder's Application $*a:Y IN= tofnrm=1i 0 I 13BI to Phpa3111 Y3rtCieillrm 131s[rihllpjq 1M R U111tt+•` ��-'Ii'I Ir i• 9Yo tti1U?�1�JEY Lfh11�YlCtl 1F#[LSIL}4011 4 61135 3�1113 -1FA& 1� - 2 0135.0142 lt�rlrnad Fla MH$ vvb 5 ^ - 3 M4LDIDORvfiovESic[Ewalk SF 500 - 4 9+159.0001111StaIIi"oncSidewalk 5F 2000 5 9999.01302 Remo ye StepEA 1 - 5 9999.00031n3tafl5#ere LA 1 - 7 3713.'0501 Barrier Free Ramp, TWe R-7 �-A 10 Is 3213,05N Nuier Free RaY7tp; Type t7-1 EA 10 $ S1 327.3.b503 Earrler FYQ$ Pam „ Type M•1 EA 10 5 - 10 3213.0504 Barrier Free Ramp, rt ]e M-!� EA M $ 1.1 3213.13505 "rrler Free R. Lmr r TI fe i1R- k i 1Q $ 12 3733,Lt546 8arrlef fine Rarrlpr7 pe'R-1 FA so $ 13 3213.0547 8arr15ir free Ramp, Ty pe P-2 EA 10 $ 14 3213.0548 Earrier Frn AnrTl , Tl e C-1 EA -10 $ - 15 3213.0509'6arHer Fr1=e Rarrx , lVpe C-2 EA 10 5 - 15 3213-0510 Barrier Free Ramp., Type C-3 FA 10 17 9999.0G04 Txi3QT Fed Cu rb RAMP I TY 1, 4 3, 5, G, 7,10 20,.21, 22 j FA. 10 � 18 0241.{1300 Remove ADA fiArn P EA 2{1 � - 19 9399-.0005.VaflO[.5 T hkArlei5CarcFvmt SY 1011 " - 20 9Sf49;00f15 Remove VarfoUs-rhlckness Conc Pwnt 5Y too � 21 9999-00r.17 VarlaUs T111vOress CurL1 Pvmt HE5 �y 5 $ Z2 9959.13008 Rt:rnbue Var ou5 Thlclenass Coro Rymt HE5 5Y 40 $ - 23 3�)49.UDD9VarirusViIrdmessFl�xlbleitase,l'ypi*A,Gr•I 5Y 50 $ - 24 199919.0010 q21110VO Vat10LIS Thlckliess i-fex;ble Base, Type A, Gr-1 SY. 50 $ 25 99 99.00 11 Vi�rlou5 ThIcknnss gird Typm A5 phoIt PaveMent SY I 26 U-141,1IM Remove R5 hatt Pyrnt 5Y 20 ti - 27 (1241.1200Removegrk:kAvmt 5Y 10 $ 28 9999,0012 Varin115 Thlckrless Conic Curb arld'Gutter 112" Width) LF 6Q $ 2 99-01513 Va.rlmu1TPkicknem Canr, Cu rb and Gutter (]Fr' Widtltj LF 60 30 995,0014 VA dads Ii'llf*mss Cone Curb and Gutter (24" Width) LF ED S - 31 0241.1500 R43411 CdtLc CL11'aGL1tteP LF 5 $ - 32 2605.0111 Ful'nlsh 115#all Elec Sow Ndeutat EA 5 $ - 33 9999,0015 Remove Elec Sear Pedestal EA 5 5 :iA 2605,01-12 Install Clcc 5ery Pedestal t:A 5 S 3`i 260,DI21 F11raishilrJstaII.EJer ServPuIE Mfit Elk 1 $ 35 9g g.00168.2rili)v2 1=I*r.5eP51 PSIJr4 Mnt �A' Z � 37 2605,D122 IrntjII EIP[ 5ery 1101e Met EA 2 $ 9E 2605•3LOff11 •7" CONDT PVC St H 30 JT IFtwnlsfi arYcl IILsiaJly LF !00 5 39 2605-3012211/4"CONDTPLCSCH 90 1 R furnishandIns1aIll J-F Ion � 40 2605,3006 11/2" CONDT 13VC SCH 80 (r) (Fr1mlsl7 and Install I LI: 100. � 41 2605.3007 1112" COROT PVC SCI484 (B# IFurnish and Jtista11) LF 1.00 42 250'., O15 2" CGXNDT FV.0 SCH 80 (1) (Ful r11sh and Instalt) LF SQ0 frti'{7(IrFL�PL�'ii171C7#i rruMi i1pmFfMlAlLjthliluMAU LJ7aff&L 1TAAAARN CoNiTmic J!WN AMkCWlPVNJ7Gtf PJLX 1-141P rl .u1 V{rluw "doirm I hru4l•gul the CJ1l 3W JIFYJru117tiIJ7�i arr W-q 4} Ebb FnVOYAL rwrrof w SECTION 00 42 41 PROPG,9AL FORM UNIT PEACE BID Bidder's Application I�r+�dCl hem Inrarsswl�xs E41.drJc'n.l!ro�badrtl DWIIStItCITI tjL`m oP M1 P1 I11YLtOF nrr.,*ure til tl I_35Yt1�7aY �xLCS]Y]U7L d47um4' 4:3 2505L30162" CONDT?VC.SCU SG [fi Ftlrlilslt end Insta ly LF 600 � - 44 2W5.�05 3" CO NOT PVC SCH 94 {TM (Furnish and Initali J,F 1000 45 205.3026 V i QNDT J'VC SCH 80 181 Furnish anal irtsta11 tF 1000 $ 45 2605.3033 4" C0NDT PVC SCH 80 11'1 FuI'M&11 and Instal!} LF Am $ - 47 2605-3flH-14"CONDTPVC SCH l30 5 f-umishandirigA11) LF 100 48 2605500i#Multi-DuetConduit {Tumishal)d1w-tail] LF 100 . 49 9999-E1417 Rerr>nye ConduIt A11 Types) LF im $ S0 3217,001114" 5tO rvult Markbi HAL; {VL+ ;;ornish Hnd ln=11 LF 506 5 51 3LI7.O0024 r.Si_D Pvmt Mark Irig HAS(Y) FurlllsI§.1nd InEtaII} LF 40P - 52 3217AO(A 4" BRX PvtTrt Marking HAS W (FI.irMsh mig r>'istn[I LF 4Lm � 53 1217.0004 4" RRK Point PiAa r k1 rkg HAS Y) IFui n3s11 and rnstall J-F 200 54 3217.0005 4" DOT Jw4'I'111 MarNi , HA5 [W) (Rom Hi anfl Ii1sta11 iF 100 � 55 3217,0006 4" OUT Pvmt Majkjjig FORS JYE (Fuin1sIY and Instal!} Li= 2DO $ - 5fr 3217.4201V SLD PVnnt Mw lrkln HAS JW ffu1 nisri a11[I rrl&to11) LF 400 - 57 3217-024)28"5LD PVmtt Markrng HAS FurnEshand rn:,ta1J) LF 20R $ 58 9999.001,91.8" Yield Triangles [Furni5h,and instalf] FA 1 $ 59 3-217.0301 12" 5Ln Pvmt N4aAIri� 14AE (W) [Fu1-Llrsh and Jh%a(o LF 2100 5 - 60 3217.0302 i�" SLO Pvrnt Mark1119 HAE (Y {Fum1sIT and lmlmlr)- LF 200 $ 61 3211,0501 24" Sa.D Pvfnt Marking HA JW) IFurnJsh and InAafl) l.F 2q4 $ 52 9999,0419 Remove Pavemem Markings JAI Widths I.F 400 $ 63 3217.ir01 Lane I.e Ild AR RirfLlsli and InstLalJf EA 4 $ - 64 3717A4Di Remove Lane Le nd kR EA 4 $ - 65 3217-1UO2 Lane 1egendAt-row Fum13LBrsd Ire>talt EA 4 0 3217,002 fternoa3 Lail a Legend Arrow EA 6 4 67 3737.1403 Lane I,E r3d DAL Arrow Furnish and Instal! EA 4 - 68 3217A403Iimpv9l,ahleLe mrlOHILAN6W EA 4 $ - .65 3217-IM4 Lana Legend Only Vurnisii and ImStail} EA 4 ,70 .3217-44011 Rflmove Lane Legemd Only FA 1 $ 71 9999.0020 Lane 1-egerid YlMd Furnish.1nd install) EA ?. $ 72 13217.2DOI Raised Marker T{ W (ti.lrawlsl3 and IL)statl; EA .1 DO $ - 73 3217-2002 Aarsed Marker 1Y Y hirn[l Jugnd InsTaII FA 110 74 32171,710X REFL Raised MarkerTY J-A fFurnlsb and Iri-Am11 1019 S 7.5 3217.2192 REF1. FEa1$ad MigrkerTY 1-C (Fum1514 ant! Ir1spli) M 100 $ 76 3n7.2103 REEL r;LiJserl Mmr1cer FY it -A -A (FumWi arvJ install) EA Ida 77 3ZIT-2 04 REFLFamed MaTkorTV r1-C-A [FurnIMtand installs EA 100 $ m 3217AD01 Raised Ararker, WoA forie Fflrn1.5h;1n4 In5tallj �A I lbo $ 9 3217,43D7 Remawe-Raised Marker EA 4i00 $ 230 3305.0 10 3 Ex lt)rsthl'y Excavation of Existing Utilities EA 1o0 $ 81 3441,1001FurnlshandInstall3-5ect5ignaIfie-WAvsmWywlrDr la modA Lens EA 0 8 9�J90.(Y021 Install 3-sect 5igrial Head AsL5mbI FA 300 83 3441-INZ Fumisli and IrLsta114--5ect Signal Head A55mbly EA 10 S 84 9999,0022 Ins#ail 4-Seet 5I naI iina€1 Assmtfly EA 1q $ 8. 34 41,.1.[r Furnls#r and Install-5-5L:ri Signal Heed Assitlil>'Iy (Dbg- FlnuseurV13f Will) FA 50 r� 88 9949-0023InstaJ�S-Sect Si n a I Aead A%smbly EA 50 $ crrY rip FORT,WMKIP boric S+mm: ATMddm116nr+Ad LpLWWW �7'hhL.1LtiD L'O,Yl nwm 16N sacarruATELiK PL1CL1i1117.'13 a Vedic "00'jhr TLrirttph•"uL itx Clr) fnnnitnvu 1x1'JA Lin 1w. L'p.l1,'1l.' hi SECTiON.004243 PRopeSAL FORM UNIT PRICE BID Bidder's Application Phalk'�I xtc]fY kniru�rlaslrn�. BWde�a f'rulx,s�l 91dkhtJtely 'NO r��iL'Jf173{P1h IJnILOf Mtrrsrr R,d f =16t � .� IqutPrice F.Mumilim B7 9999-002d Remove SfgrraI Head -SPCt, �A 354 4 SS 3441.1605 FurJ7lsh and Install 1-5ectlun ';3 n a HVad A ry EA 10 - 89 13441.1011 N mIdi and IrmtRJI JFed Sigfiat Hear) A594nbly EA ROO "# - 90 �9999.0025 Remove Pad SI llaI Haad Assmhly FA 200 $ 91 9999.00245111stal€ Ped 51 rLal Heat[ ASIIII31V EA ZOP � 92 3441.1012 Ful'nlsh ilr1d:Jnstall Pad 4i rinf Head Retrofit CA -40 � - 93 344140)1Fumrrlshalidinstall �" PA NO BTN SWIon WN 51gn E4 24 S 94 9M.0D27 Remove 2" Pe Push MN Siatlarl W 5k I1 E:A 20 S 95 g95,4 '?S Insull 2" Rad Push 13TN StudDrs { Slgn EA 20 $ 13 3,141SJ731 furnish aJLd hl'.tiiII AudU2 Pedstrian PlishbLit tun St�r,l�lt EA 40 91 9999.M29 Ramove Audkble Pa4destrl;311 Pushbuttun Statl021 EA 40 $ 'Y3 9999-Q030 Irista11 AudNe pe&Strlatl Pin; Wuttan 5tatlon EA 40 $ 99 3Ml-1209 Furnish/;nstaII B13U SVsteril EXT Mauraed FA 4 100 3441-1212 1n5t-d1I RBLJ- steal EXT Mot!nted EA 4 - 101 3443-121DFMrriblifln5r.a1113Rtl--ystamSim dAlone EA 4 A2 9909d1Q31 Fumi5h jln5taII intic rrhel 5RLI S stem FA 5 .103 9M.0032 install InterrinI Bi3Lr System EA 5 $ 104' -MO.00M Aejmvx-L BBLI SystenL EA 5 - 165 3441.1215 Furn101/11s}tarl I.lVbrid Dctecflurl S .ltem APIs 40 5 - 106 3441,12.16 1 msba H Hs.lbrlLltJatfi{EFair5Vstam APR a0 $ - 107 11A1,1230 Furnish Install Ra111r P1.45eilee! i}atectiatl [ eE%fke AFIR A $ 198 3441,1232 krstall Radar Presence Detecl'I15r1 DevJca APR 4 $ 109 34-41-1231 Nimisl+Jlastall Radar Advallce Pete -Moll Unvkce AM 4 � - 110 3441.1233 1n5ttiII Radar Advance detettN3rl Davice API# 4 $ - 3.1.1 9999.0034 Rernave Petes_tirm Frllnpmant (V�iriousT S) EA 40 11L 3441-1217Furnt�hjfnstaII1-IjbildDetectlanCAM! LF &DD $ 11� 34eL1.1219 Install Hybrid Detection Cable V 600 $ 114 1441.12.34Furil10 InsWlRadarCaB2 LF 4 - 115 3441,17351nstall'RadarCable LF 4 S 116 3441.1220 FurrsishjlrnstaII r%4odp1 731 FrvroM tJQn Deteam EA 110 $ 117 344i-U22 IILsWII Modal73.1 Pi aemptima Detector EA 10 $ Y18 3441.1221 %raWk/lrrstall MGdeJ 71:.2 13(reari t16n Datertar EA to 5 - 119 34'41.12Z3 Install Mprlol 712 Preemptlbn Deti-L-Lor EA 10 - 120 3A41.1226 Furnish lh.stall Mcidel 722 Preemption Wtector F-A 1a 5 121 3441-1227 Jnstall Modal 727. Freem tlom 17f�tertor FA ill ti U. 9999,{1035fie lnovaPreermptfimE uIinilent(Vail oLGTvp s EA 10 123 3441„1.77.4 J=afnlrll I115#ali Prezm ptlon Cable LF 600 5 - 124 3441.1225 In3tm1111rem m Lion Cable LF ZOO � - 125 13441,13i71Lap p rOeie[I:raa'Sawwl IF 40N1 i28 9999.DOIi Ftl r Ws h.jlilsta I I CominunIra tin n MkLrOrrl feorllpiete Installation EA 1cr S - 127 9999,0[J37 Remove CumnvA nlu,3t lon Modern (rflmPlete 5yyt6M) EA. 10 $ 128 9999,0038 krl,tialI Calnmuuiratiall matiE�m icomptata [Flatallatio'nl Ems. t0 $ try O e Frill eSYfalE3�{ 1'J'I. mRx} raSSTjwC ra-u s-m.-rm: s7n,lt,l [�iji_IJhiS f71 rpm &;fAzajrjlm..n I r�'rio lr i d WaOmlfr ml Epj u.L• q Yuniml immliuw 11rempli•s.ui ehv 614 eir 4. 4.1 ON) N1l IMSAL I'spr 3 *tit) UNIT PRICE BID Bidder's Application T` wpd Imn bromintlnn J•17114LT's I'Mti MI piLiilai 1LerrL lkwiption 1'10 U1111 of ? 1-,znusr Bid Que09ty tihtt FrILC FtCrri�iUrt 129 $ 9.0039 'rLIfnish1l lrtatl FTZ Camiard £Om platSj2Ltalbtlait l A 10 $ - 130 .9939.CJ{140 RemDV,! P7Z Camera �rompletr- syvem I EA .111 $ - 131 9999.00411ristall PTZ QsMe1-a C#.1111 plete Iluta I latlian)EA ].0 $ - 13 3 41-13J} 2/t' 12 AWG Multi-Condunor Cattle (Furnish -arid Installs LF Aid .]13 y999XOd$ 2 C 12 AWG -R+]uIWCondur-Lortable Rnstall LF +100 $ - 134 3441-1311 5{iC 14 AWG Mil It11C011dU£toP C9WE (r-u01Sh otld 1ifsto11) I.F. 60d � - 135 99'99.0043 51C 14 AWG MdJ i-i;ogdoctut r.abfa (Inotal11 LF r3DQ :. - 135 3441-1312'7/C 14 AW(j- Wltl-Cnn.f] OrlLIT Cable (FULT11sh and Install] tF 4r]0 $ 137 9999LON47 C 14 AW6 Multi -Coil duct❑s table (instAj LF 400 $ 138 3441.I3;I5 7.13 C' 1TAWG MuICI-Canduz#nl' Cate (Fitrills h and install L 1U 0 1.39 5199�.&45 21) C I AWG Mu1t1•Cpnditrthr CAIt= JrntaJl LF 1000 $ - 14♦.l 3M L 1319 1RIC 14 AWG h+lAi-Co ndkiCtOt Cais1P {FLJr61511 a1Ld Iri�tall LF 300 $ 141 9999,0046 12/C14 AWG- Mu I 1:1-a-miuctor Cable {install I-F .300 5 Z42 9993-0047 .16/C 14.FL G Mulkt•.�4nisu£telr Cable IFuirnash and II�StaIJ Lr 3i;0, 5 1-03 99993LM48 161C 14 AVVG MIAIki•Cor�duet❑r Cable (Ir3sTA11E LF 300 - 144 3441,132;1. 3/C 14 A VG Ni 111,ConductarCaWe JFianisil and rarstaW LF 10m - 145 9399,0049 J�C 14 AWG Multl-CorFductor Cahte Install LF 1000 5 - 146 3441-14301. N0 4 TriplEm CH +nsl:JFLted ElRr Wrldr (purn35h and Jns#ali LF 200 � 147 9999:I)n6 O 411 ex ON Inaviated FI?C Cond1' 1110alij Lf 200 5 14$ 34411402No5i)uplexOHInam[-�lecIE1crCondr{Fprnlshaod. 11'1 st1311 fL 700 � 149 99J9,0451 NO.{x Du plex OH jowllated Rae Copdr (Irv�taII LF 2W � 150 144LIAIO'. RD 6 Trlpi0f Oil insulated Eller Gandr jRiri115h altd 11194111 I 200 � 151 !1969.0052 NO6TriplexOIi tnsulated flee Condr Ills#al! tF 100 $ - 152 3441.1404 NO I Im;wI+oti?d k1ai! CoILdr (Furnish and Iristala LF t60 L52 9999.R53 NO 11ri5ulated Elegy; Co11d; (3nstail) W LF 20 � 154 3,141,1405 NO.2 Iilsulafed Fier. Crrridf f iFuaa11sh and In5tait LF 200 $ 155 9959.0(}54 N1) 2 tnsLilatied Elec CapdC Install LF 200 155 3441,1406 NO 3 Insulated Elet Condr F>j(iA5h and I#Istnll) 1,F I 7Q0 � 1:5'7 .9999.W55 NO 3 Insutated Flec Con dr Irrma11 Lf 200 $ 158 3441.1A07 NO 41ITSmlated I'Ik�c Cofidr ( u m 15h-and Imtall) LF 2UQ $. 159 9999,0056 NO 4 Insulated EIPS Con dp'f InSto4) LF ?OD $ 1150 WLIAO N0 6 Insulated Etec Condr I Fufi-fl l d11d IhatiflfI LF 5170 $ 151 995!1.0057 NO 6 1nsulaE,2Li Eler Condr Install Lp 537cr 5 - 162 344-1,1409 Nil &'Iji54IIotPC11=lof Condr Furnisll arLd 101stall Li o0o � - I{j3- 5999.0�359 NO 8 JW.Lllati�d FJI-C Ctinfir {liistai[) Lf 01) 164 344L1410 Na 14 JARIIatEd EIeC C.-Un;fit l'ULr11531 and I eigaflj LF too $ ] rS 9999.G059 ND 10 Insulated Elec Cundr 1iii5Lam LF 100 S V I e1: TOIL 1,14 69TH TKMt-SkW K*ff*WfOhl uu3 I Ipgn ude LdAP;DWDCC}35ll MA JUN mv; rfirAMW ocitu%fF;'•14 V4wpQtL4*4*1'jVuLqh-,..FILLCim roanTinipiLM-29IN to ;L., 43 Rw MWDOW r`ye 5 of 16 SECTION 0 42 43 Pf2DPGgAI- F0HM UNIT PRICE BILE Bidder's Application I+rnlect kem infi=atl nn i1uldct'h VrOjtal l 13idlillhum R7ege[i �i NLI Unitntl ,5trnz ivi I�1kFpuerrtli)' Z.Tnit�tiart E�I4`811it1h 165 3441.A411 NO b #taro EIL�r L011df SL-b Furillsh and Ins#II L.F zto 157 999 bTrO NO 5 SaTe Elec Cori di' SI-t� Irystall LF 24a $ I.ES 344,1,24.14-NO S 13arp EILcCondr FUrnI5f1 alxd Install] LF 50b 5 109 ' %9-0061 NO R 8;jrt, Elec i=ands IInEtaII I. 5Do 5 170 "'39-0062 RamovaICJ Sl naI cai}Ies LF 1000 171 3441-150Z iir¢ulid bds! a D, w/A rorl Ifurnlsh and Install EA 20 $ 172 3441.1503 Ground Box a C7 WA rorl {FuPI isii and Iltstdll EA 20 $ 173. -3449.1504 Ground box Type A5 (Tx DOTI, wf Apran �ttlrnLsh and I tl5tali EA 20 "r 17� . 344 1-150 5 Ground l3oxType D5 {Tm0DTJ. w Apron {Firrtwlxh anti fnstell EA �I S 175 9949.0063 Remesr - Groun d Oax (All Tyj)es £A 6-1 176 9Q99,0!D64IrLstaIIGrOundet7x�AJIT pes EA 64 � 177 99%9.04G5 �urnlsl-1 Irlstali 5' Pe-desrrlan PaLe €A 10 5 - 178 9999.21365 InstiIl 5' Red2Wk art Pole EA i0 Yi9 99 9.Q067Furrri5F+ Install 10' -20' r+L!-d P(1[6L Assrnh IV EA 10 $ 180 9{599.0058 Ilima 1110' - 20' Pgd Pole A�5Mbl� EA 1Q 1$ 151. 0999,OWD Avali VE! Iced -Pole jVaeiausT}.�K--Q �Ak 10 In 13441,3611 Furrlistl/Mstaillype+1151ggal Pole I EA 1.5 � ti 19t. 3441.1612 F-urnl5h n5telFT ire 41 SI al Pule €A 16 S 184 13441-1613 T-urnish/rnstall _iyp_-11.51 nel Me EA if, � 185. 13441.1614 Furash/Install Typr= 44 5fgnal Role F.A 1fa $ lk, MA 1,1�15 Furill!-hAFlstaJI Typa 45 Slgrml Rale EA to $ 187 344I-lGiS NI III.sli/Iri5tall l'y pe 415 Slgairl P6le EA i6 � - 18$ 9959.Db7D ftemwe 51t naI �n kI lVivJou: Typosi EA 15 $ 189 9959,01V-i Fur h]WlJJnstall 5traIh Prole EA 5 $ 190 9999-0072 111staII StraIit Pale EA. S 191 9599;007a Reniave Straln Pu1J� FA S 5 1.92 34A1.1Fa2H FurnNbjftlsta1i Mj)9Arrn 16'-36' EA lfi $ 10 34-41.1625.Instali MastArrn 16' -16' F-A 10 19A '34411624 Furnlsh lRstall W stArm401-48' FA 16 $ 195 ,r,ei7.1rt27 1 n w I I mas, strrn 4()'- 46' EA 15 $ 15b E1441.J.625 Furnish in5;t 111 h'113t Ai+n 52' • a' EA 15 197 -4441. 15Z9 I n5ta 11 Ma5tArm 57'- F,01 EA 16 1.98 9993,0074 Ret rwe MustArrn Varlput; 1 5 EA 1Fi $ 199 9999-OCt75 Dfspostj5alvage Pale and Mast Arne Astembl y CA 4 � 200 9999.0075 FutJllfIVIiLs R I I CanrlILivar Aral Eli 10 $ 201 99P9.00JlInstall(.arltllevoArl1`; EA' M Z02 99 .0078 Remove Cantilever Airr11 EA 10 $ Zb3 3441.1701 T'V 3 !igna[ Fa.un4ation Furri1511 and Ir19tdII I -A -3.0 .204 3d41-1702 TY 2 Signal Foundation ffurnhh and Instali} FA M $ Z05 3.1d L1.7W TY 3 Signal Fi3ulydatlfla Kurn[5h and Irigall EA M $ M 34-11.1-104 1 Y 4 SI ,tydl FtMILd.)�IOil Furr11s1) and lastarl EA la 5 2D7 3441,1705 TY 5 5l nal Folmdatlorl {I'urrllsll ahil Ir.Istall} CA 2il § Gr s4-0� 1FINaR) e'er 40 $ - EA -4$ CITY-MkrJR'J'{{mlH TtnP,$cSIMu1.7vE fnaWlftUMdIIMUJ!� ,Sk57U[1,h9.[M. 'br,'Sl'1LUCf1t15; 1P JJ'ii XiJLWJSrnl;1€'Jr; w VJu LupltWIWs jhM*-uul LLLLilT Fe JkiW,9L) LDnIM u4R;4-1 NTrr FRnffiS M1[ PIEW A1if�III -SECTION 06 42 43 RRGPQSA4_ FORM UNIT PRICE BID Bidder's Application I`rnJ�tilh�r. Tn%nzln Fiiddcr'hrirapnrtif 131�1,1ZtrJn IDIIdC+�I1r1SIrF No t n1r.aF MOW Ifk Hrd{,unewty. lima f'rrrr lsin 9599-0090 SP PEAD l-noTING FOUNQA-41ON r•Of� EA � � 2117 PWMALVOI.ES Ri w N h Q n 0 1 ro ia 111 9999,0Q431 5PR3 Al) 5F)O "INC3 POUNDATION JA'X472'� FOR EA 21'1 PEGESfAEoLrS Furnlsitarid Install) i - 212 9999:0062 Remove Pole Fr,utidzitlon FA 2C $ - 9"9.00V FurnIRh lnstaII Pmfab PELCO Ancllar Fo;lntfatjon (ar -213 o pproynd a ulvakn# EA 2p S S999.CH384 Rernohre f#reF.Bh 13LLCO Anrhor Focihdatlon-()i 4pprovad EA $ 7i�1 e ul,raient 9999,MSS IrnitaJi Prefab PELCO Anchor Fbundali an (or apprutired EA 2 7;S e uIvafnia 216 444.1.1713 Signal Cahjm!f;rimidiailorl-1521(FtlrnW1-�11d IfL5i011 EA 10 $ 217 344L1714 SI naI Cabi[1c7 FaUndai3on - 3501 (FLJM13h and Imtallj EA 2 $ 94399d]C�4 5+9naI f-n151not FourNielloo -357I One Ground Box 1p 5 - 218 fnt]udin FIdc 5�e 1V ndesral). Furms11.8no Ilisw11 :EA DT 999 _17f]J37 Signal Calrinet F41andatlon -3521 TWof5rnIdrrd f fax ' 1kT Infrudln�er_S rvP�dimzai Furrikfi.@ndrristall 22d 9999.4DH Remave Cabfnit Foundatlun EA to } 221 441-1723 1nst2I1 Sl nal tafllnet. Role MNT Elf A S 722 344L1724 I113tall SI rlal Cahljlat, Ground MWT EA 14 $ T�9 3441.1775 �urfrlsl] lmtafl ATEtiai �13I1tr0IJe{ EA 2 � - 34d 1J.771 FurnJsf• Mstall 120.240 Volt Single Please ML-te red 124 I�edes#al EA 2 � L�25 9999,4089 Remove 12OL-240 Volt 54gnsaI Phase Maer?d Pedeaal 1=A, 2 $ 226 9999;O09C InstuJl 12G-2411 Volt SI nal Mlase t,rletero.d Pedestal EA 2 $ 3441.1.7F? 1=urmbh/ltwdll 24C-4BO Vaal SInple 13h4se Transwrktt EA 2 Z7.7 MEterEd T'Eda std1 9999.01191 R 244-490 Vint rlgle Phnme Tumn ocket'Metered A 2 � 7 P��staJ f 13999.009? Jr1s#al124D 490 Vok Single Phase Transotket MEte red EA 2 $ 22`3 ped�frt�f F 3441.1.801 Advanced W1irnIng Flasher Assmbly (FLFQ {1=u1'IIIf.]r aIhd EA 230 Install 2 441 5�99.W93RQInoveAdvanced l'!,iarningFla5kerA:smbly(1FEC) LA- �32 9999,0094 1nsiaJf Advanced Worni Fla ,her AnsmbJ I=LL E11 2 $ - 3 1. Mf2 Advanred Wsrrtlrig Flash[ A4srrlbly [Sri lar) fFurnNJI Itld233 Jnst-a 234 9999-0455 RwnlawcAdvmrlced Warning Flask-j-AtsrrihN f5uJor) FA 2 - .235 9�)9.00961nstaRActvanced Wiw-rtink Fla 5hEerA�smbl . SONrl CA 2 - 3441,180u Roa&fde Flas111ng Bi�ac srl A5Se1Y[b11+ (AC) (Fui-r11si1 a11d- 23E InstalJ 23J 9999=97Remo426omdpide14aNbIri 8earnnAssen)bIViAr-) EA Z - CPT nF PDAT WrATH ftILa $ lq.TMQIAfalruu4 Qqs TJyy1Pk yr". Y uu►4Lk)k87b,lrti I1nr4liHrAJAL'AMU DOH ,lk3, 1`: III VarlWn LtleWlur.r'['I rar ]r iut du['11€ PC= Koilt 1 J1,1u L , La 44 zi lam r2oP1:rLm vqd ? of I U SECTION 013 42 43; PROPOSAL FORM UNIT PENCE BID Bidder's Application PrrsffutAM Idi,rmAMM- FQlridyr'm 11rctp;4wal 131d M Ircln btu 1=n7t of M11641Tc r1 I Iil.f pA1141ky 11111F !J1CL T'%iC11Y1011 238 099-0098 Install RoadSldLl Flashing 3eaco1'I Assf mbly (ACC EA 2 S - 239 3441_12307 RoadsJsfe F7a-%hing Beacon A53embly (5L)Jnfj {Furnish and InS1,M EA 2 S '24EL 4949,0099 1?emovLi Rqt+ 1SId&fla5hTng Beacon -Assembly IS61ar) EA 2 $ - 24.4 9999.0100 Install Rciad%de FPR!;jj jj 6g Boacon Assembly (Solar) 3441.1832 School Wig Ffa3hi!r- ssEtml Jy.(-5a1ar) 3rurni5h and i 115tfi l l M EA 2 10 _ $ - $ 70 3r1r11.1<835 ReMQvQ Schaaf 20na F la-ghl nV, A5wnbl Solar EA 1tl $ Z44 !) x19 },rj101 1nsWil Sc[lovI Zane f€asfler Ai.5embly {5oldP. EA 1.G 245 3441.1833Re[07;atL-Srho[a2ZoneFIQShU1 Assernbf (SOaT) EA 10 246 4993,4102Purnlsfi/lw a1150cmil Za ma Ma s[j I r4g Atia11 W Af,j FA 1r) $ - �47 3441-1834Ramav2SchddlZorieHas hin AssemIA AC:} f.A 10 } 248 9999.0�03 N7ztaII SdILjol ZDnL, Fla3hing Assembly SAC) EA 14 249 3441.1832 F4ei(jcate SL:FrtarjI 2prip. Flash IrLg Assr-rnbIV (AQ EA 10 � - 250 3447 1840-RRf8 Awn)bly Single Sided ¢AC) (Furnish and Install) EA 4 $ - 251 7A41.1U$I#v.mtweRRFSAssembfySinglt-5T4ed AC CA A $ 252 3441A. 41 RRF-Et Assembly Single Sided [Salmr).(kIrill5h mild Imt-toll) FA .4 254 3441.1949 Remove RHFf. -lu52r1l rI r M31 If.' SIdad +0iar EA 4 � - �5.1 3441-1945 Retr ute RRFd A.55 Embly 4fr1 le SMimi [Solar �-A A S 255 3441.1842 P,R1=B A55enibly DolpWe Shied (A0 (Futn:sh and iays au), -EA; 4 S - 256 13441.1850 Remove RRPR As3enlbl V ❑oil We Sided (AC) EA 4 � - 257 13441.L846- Relocate RRE8 A35enflAy I mible Sided [AQ FA 4 25$ 3441.1,�43 HL9FB AS5eri*y C1pulrle ,ido (Solar) (Furnish and Install) EA 4 $ - 259 441.l851 REmiuve RNrH A� P robly Pai)b[R Slrfed Solar} EA 4 $ - 260 a99913iN F1IrRIsIVIn5ti ll Peden Vr45n HV Iirid Btaroll EA 26 t �51 949S O165 1m=31 Pedal! Jail Hybr7rI Beamn EA 26 # 262 55°19V.01Of; J)Is 1f wje aNa p Traffic 51 TraI L5 10 � Z63 3441,aQLl San W1ro 1116" [Furnlsl4 drlLl Install) V 5w $ 2FA 3441'3012 Span WIre IJ4' Nifmsh-and 14Ma11) LF 500 $ - 255 3441.30135 anUre5f16" Flll'r1iillaI!dllrtajl[ LF SO4 � 2450 34-113014 Sparc Wire 31g,r(Fumish grid In!tigil !.F son 5 267 3441.305i�urnishjlnstalltEDLlghtl4)gfixture WwattATR2Crrbra Wei d CA 40 $ 268 3441. 3111) Install LI tin E13�lure EA 40 � - 269 344.13323 Rimi5h1irstaII 8' Wood 1.1 ht N3ILI At Eta 4 5 274 9994.01f)71nata11Strmt14h Alm f0ty �Llfin lslllgdf- FA 211 71 31111i.333F 3i1' TTrliber Pu1v ti 2 (Furn15h avid InstaII I EA 4 � 272 9999.b50$ 30 TIr4lbel r0j� ! CL.2 I1r4sMli) EA 4 273 A41.333� 35' TimhEr f3o;c- C.I. 1 {FLLI nasll-and Install) 1-A 4 $ - 274 9999X-1-n35-nm&er Roll! CL 2 Imt,111) FA A 5 - 2.75 3.411,333340'TIniberP61eCL2(Forn13h�Eridills toII I FA 4 � - 276 9994.011040'TIIII Gerf°Lx1eCi21nslali �4 i1 0 VwFWR1,wcakql TrLIEL-i�rP1 T�d.ormhro Uljg* 57A74tk+,lD L-0L19'f1WCJ WN ]ALL J1'11'A-110Y 1JULlJGff174'T3' v Vudua amrtlov 13haugh-utlL IFa<'Iq r.1mMnvudJL�L I UD,liai Lin lacm-va L3r,Lof10 SECT10N 00 42-4:t PROPOSAL FORM UNIT PRICE BID Bidder's Application J raJo4L-jLntE flifminANI F3idcfu's Nor �idrest ham DsipLioo �{ 9�p Ll{ M4'1.1.41 rL' i#ld'#}pXJlrn} 111iFf illlCK F}lmunFl i i 277 3441.333,1 50' TirlLbeI- PolL} Cl- Furrllsh and InstaIIj 1EA 4 $ 279 995F9.Q111 50' Timber POP Q. 2 Install rA .4 $ - 278 344 1340 1 ka + 1-rJpl0X-A;11IN FJJ�C i"onrfuc¢ur (Furnfsh'�nd liwb l) LF 2 $ 344-1.a4047-2-2-3.Qua dpIL-xAILIITI f-lec Corl+luClor (Furnlsh-ond 2 � 280 Wtall LF - .3441.34051�L IJO-IJD,2QLladpfl!KAiun)FIerC11rrdLictor(rurnIsh LF 2 , 2#1 and tn.5tatl 282 344 1- 34 11 RecanautConduftar (splice EA .2 $ 293 344 3-4 005 rurilNbh IrlsW AW m Sigii GraLin d-Ma Lin t Clty Std. EA 10 � 284 5."0,g112 Funils3i 11rsta11 Alum 5lgn Mast Arm Mount [Me1#o Nan SF 10. 4 28S 399Wa13 1iuta11 AlLrm lgn Mast Arm Moint (Metro SI SF 10 $ 2&5 9559,0114 Fl uI lid j/lfur t a I I Alum Sign Ex: Pole Mount SF Lit � 9999.011.15TxUOT5igrr.and Support-TY 1013WG (1.] SAS(P) {FuvriLs11 VA 2 287 anti 1rrstb11 9959.0116700T51goand SwPorC • 1Y 1013WG (ls 5'A M (F11rx"5h � 289 and ln5tall EA 2 9a99L.117Tr¢OT5lgnand 'SuPAort-TY1PEW&(11MIU)II'm rrll,�h FA 2 5 - 249 aLld Install 9599.51nSA, .15-�xDQTSIgn af1 Su -TY590 (1) (p� (Ft1rilkhand ?9!} Install 3999.417411Ai7DT5fghislidSul)p0ir-n'$811(1) SA(T).(Fur.r;[shand EA 2. - 2-9] I I>IS#'ell 999S.012o TOOT Slgn and Support -TY 580 (1) SA (U) (Furnish and z � rrr st6l I 2y33 2 441AIDS Rismovu Sign Panel and Fost EA to $ Z94 99W.01,21 Renit)vn Maim Sfgn EA 113 291i 9999-0122 1(15t-AII MEtFQ SJga (ran Mut Ann or G% 11-11 m r or ;pan EA 10 � YL+Ire 9999.5.23 Replace W,Ivo SIgn (frn Mast Arm or Cant [aver or 5pa8 EA 14 � 2915 4VIre Zr7 `999.D124 1115LaII ftulL Trafffr ;I n of My rm S! 5F 20 29.9 '9999.0125 Rerm7+re 5f n TraIffr SI n of #riPtro 51gn 5F 20 $ 299 9999.012� DRItL'SRAR' {TRF SIG POLE) (24 1 N I (Furnish and ILtista11) EA. 10 $ 3w 99 99 J1127 FRILL SHAFT (rRF S1G PUZI 130 IN (Fu[nlo afkd 1p5lail) FA io 3f 1 9999-0128 bRiU SHAFT (TRF SiG VGLE) (35 INJ ( hi rn 15 h anal Inst.dll £A ill $ 302 999Y IJ1'29 DRILLSHAFt Jkl' SIG POLE){-l� IN (Furrlisband Install) EA 10 30 9999.G134 DRJLL 5HAFr tMF 5Z P01 E) j49-1 N} (FurltlA rind 1415rall) LA 10 5 - 304. 9599.0131 1NS TRF SIG RL AM (5]1 ARM (20) '(furniih arrd IfI-taII) EA 10 $ CTt�.I]pPfi341'SY{1R7T� Tn lrSWajhirLfremLmnsamli,p&-ur S`7•kj�DAKFJCri}9TTWLT 94EXWXELLWC1617MN-Fir 31V&Aluw1.ilml=Thmiipk-all lilt UlLy RI'mpn;sz:,LjAAl�J SECTION.130 42 43 Irk DPO AI. FORM UNIT PENCE BID fa04J rig, 3f33wn At. ikpVuVdflu Bidder's Application I'lnrrcr IFxmlrllsmnukk�l►I f�liWrf'x.I?Iu9xIs�I H I`:14t ; 4 l f]arter�p3lay 'I nit of p1 CjGmot�iy. 1'pi ]w7rr4thf4nfl "04132 IN5.TP.F• 51G PL AM Sj1ARMh ?'Y 1.IJMff:ulIII lsr,.,nd 31�5 F-A 10 � In tnil} 306 9999.0133 1N5 TRF $I.G Pt AM (S�1 ARM(24') (Furl sh and �rltka11) rA 10 5 "N,OUA INS TRf- 5115 PL Am(5)1 ARM4'�LIJM (FUPnlsh and S U'1 trrst�tl EA 1.0 R08 9099;0135INS TR�51C.�rI,AM(S)3ARM (28`)(FurrrultartdrClxalII VA 10 5 - �4"-013f rNSTiF $16 FL AM(51.1 ARM[, 8`1L11M (F3lrnlsh anj 6A i� $ .3014. Install) 310 9n99.013-1 INS TRF SkG PL A rLAI 11 ARMO ') (Fill'n1sh and 1wlall) EA 16 $ 4999.O1381fUSTRFSk�t'LAM{S},1ARN4{3P')LLJM{Ftlrnlshancl if} � - ��� Ilt� alI FA �12 9!39o,AF�9INS THfSIG P�ATti (511ARMu4 611j1�%Itliish Arid Inuall) EA 1 9999.0140 INS TRF 51G PL AM(S�1 ARMP5')LiIM (Furnish and 3].3 1t1stAii 314 9�)99-02A I INS TRF SIG €'LAM(5)1 Af{M(V] (FurviI5h and Im!DJQ EA ! $ 14999.0142 IN4 r11F S16 P1 AM[SJ 1 AW0140')LLIM (I-+Iril1511 anal EA � 315 lrutal� .1 � 16 D999.0-143-IN5 TRF 51G PL AMIS)1 AHM� i14'� IFtlraish and Install) EA 1 999F,OI4A INS TRF SJG ixL AM(911 ARV 44'jLUM (Furnish mid EA 1 � 317 Install 118 9999,0145 INS TRF SIG-.PL Arvi(5)I AR (481 (fiornish and Iflrull) EA 1 4999.1j2a15 1N5 rRi-' SIG Pt.AMIS] 1 ARM(44!;1.UM IFuFri h1) and EA � 319 Install ;120 9999,Oi 71NSTRF431614I AM(5)1ARM(5TIIFtrFnisharid Install III 1 � 9939,01.-4& MS TRF SiG PLAM(5[1 ARMS 50-fLVM (Flifni,h and � 1 3 j Instal) 321 9999L.149 IN5 TRF Vi K Ark(S)1 ARM1551 (Furn]5h -a nil Install} EA 1 9"Ll.01501NSTRF SIC3 PL AM(S)1-AR M(S1i')WM (Fri ml5h arwd: 32 fa3sf511 EA x 321 9999,0151 1K5 TRF MIS 11L AM(5)3 ARPt 50-) (Furrlrgh all JIx6t?II EA 1 � 9999.01521N5TRF StG Pi_AMf5]f ARM (6O`)LUM (Fternishand EA 1 V5 326 !�19951VIS- 1 I TRF SJG ILL AM S)1-ARM(Wr {oun%istl alld Install) EA 1 $ 9999.Dl54 INS TRF ! ki K AM(S�1 Af;M(fi4')LLIM (�U3 MO and EA 1 327 il�sYal! 12E 9599:93.55 Fu1I IIsi1111tis1 III F1r0C HuIder F-A 40 C3rVFFWLT00-Ul i mm Ira+ip.d XI I A I Du Trift ngn l GVPudIiiM" rbi EqqFjAt .r lumiu. l.uadlom Tnrrd -W Chu L'Ily SECTION 00 42 43 PROPOSAL FORM UNIT PENCE BID #i lira pwPnRM. I+ay� io d La Bidder's Application 171iJ4-ct Ib�rn luh��nul+�l, 111�6lIrT�s' Pi��pir;;,�l 91�fliul 11INIt lJuil - -I-l?cperlJ}Ilill t3t,itt'rl F+LSrISlIiL+s4 �yi 1�vlw4lr .TtisCt?t,aniu} 329 9999-0155105CLStrurtilrMIACiuslrnerit M 26 $ - 1'n+Ml 13Id 3- rurauliing.arld ips#ailing rlgld riletal cooduit for risar Ls sub.%ldlary to Iter;3L 2W5.0112, ?545,0-121 and 2 64S-17122. 2. Remowlrig rigW metal c;3ndultfni TI5er is strirsldInry-to G[r!Im 2Gn5,4111, 2605.011Zand 2605.0122. 3. SIdewaIR j9' Wicknos&) within dr ivekyay is-sub!Mviiy tri ncc canv:eti:.51dewa1k pqy item. 4. To1; soli, Flack sod aald seeding art suhiAary to paw 3fel'n5, 4, Sl2r k head ar,eLiiWy pay Item Indudes the vehitAr he6d. aDtro I)rnlret, bA�k piatp; hood/visor, arirl k1t;, gt,sset tulle, and airy chair itiatarial Lar equiprrietit to conip leLe the 1i&t31W10h of the hea(l- 6. The liop deteirtion WliTt Is 3ubsldLaI y to sati,rcuI pay fl:anI, 7. This ivatab RRL0 anchor folrndaxioll jsn)tdem will nrily be used tcserec#a pedestrian pLcsh bwuorr/pedasl_i-ian skgoal head/vehicle signal head =]S& r' I)I'Y f* :2 1t- P010- 2. T#e pFdustrian gush button/perle,5triiin signal headjvohlcle 5igrraI head assembly {5- Q ft. pole) pav itern5 wlff indude l:4e traasofTrnu base. 4.5.1ri, spDrl alurrlll,ur" I]olor pate ED"ar, and gala cap. 9. nevufb avid gutter rEplaEetltent far the WrtaIlatlan of curb ramps is rubsldiarytp the curb ramp bad Item. Ili. SpIiting of cofiduetnrs�vrJFE); shall Iao drone Irt aeroff danre tivlt#1 1 A�QT standardx, t1. Tlin roinpletelnstaIlatlun of aKWF W43Isurb�ld1A1yto tfte (VLin dat1011 Itl�III' . I'tif)t1FSUN.I'll N rn VCq-1'On r 6.<IgiL119 ' inMp Sian. hini6dweinn<F TJMadD 57-liMidOLP CL.445TRt! ION lM p'JCAJJM W=1NErir5 ul Vadim LbotLin llmxuph-Lr LI MU Fvr.1L�r�au !71 ]rlTjrw �-i 71 1 � - C 'T1�%3; I-tC (Y)Wr[(L'lJ, Pv'v 1 444 I S E CTION 34 71 13 3 1AART i - GE ERAL 4 1.1 SUMMARY S A. CG[iCMi1.�CtC1Si�i�;: F� I, I1�stl�lla�ion c�l'-I-rsif�fi�: C'�s�lral Dek'I�'�i81CiI l�t'tlifll':iTlntl s�!'TI�1Ffic �.[117tf�1 Pl�il'ls 7 B. Deyi13tions from this Cjty ofFs,rt Worth STalldrtrd-pec`[fiwiDn 4 I . IN(ITI e. ;) C. Behead Sla",ifieation Sw10[is krclude.. 1)IiT a1'e nQt neccssurIly liur.ited to: II1 J. f?i�isic,n �!-1'�idding ]���tEtu'ent�l�ts, �'os�u'a�t ltai`tns �lnd t`'t�ncil[it�3�s s�l'ttlu C=�wrt�l;tu1 11 . 13� vIsim I - Ge.13Ea-nI RCquirumenfs I ? 1.2 P cUC E f-O 1) PA i'l4rr{ NT YR(l{'E17I ME—S 13 A. Mea- III -VI ueltl 40)d Payne -tit 1-4 1, ln,�mllution of"T'l-atfic Cmtral Doviees 15 a. N a-�t1l'snert4 16 1) I'Mi item is rileuddien-ed suhsi€fhu-y to the iurimis IternS bid. t7 h, Pki}�Istll 1 � I j TkE�; �vus`k �k�rForltseti.�n� rT�;•+terir��s tarnished ilq accortist�c� 3�Ft11 tlyis Ileln 19 Ltl'C 4tli}f:It1i9YY to the var[ous Itvm., bid and no-othei� ovinpl'.mltIioll w i I I W 10 11110 wed. 21 w. 115smf411ioi1 of "f'rafrtc Co1.ltroI D42viuc9 aim]I Inch Idu: ?2 1 } TraMic C'c}1I"I i17111IIfslletitltliIrr1 7] 131st111Intitan '1 ?j i 111,nir~17at1ce 25 A dju;stmi�iils ?l f VIA-1c nivillw 27 R6mgvid 28 71 P} Aic: - assiswlice dw-hig J3. ;nk hours 29. 8) AdIierettcc to. City and Texas Manua tin Unifurm Tralrk� owiA D.evicos 30 (I MC1TUD) r]. 1i' -equiTc: by Ih C`ily, 1nsjal[at ioiI nfi�11row.13oar&lbi-tra�ficstil lis .1 13 cxint idered sabsidinly to Lbe vudou5 bid ileins. 33 1.. RE F , RENCES A. Ref�rence Stondards 5 I . Re ervtic2 slandants cited in ll-lis Sptx5iFr6w.[oil av-ft7r i« IIie.cunvjIt 1-6� rewe ,( stall dard p(1111k11u J a I1v [iltlt s)fIbe Iltte,�t 3-e%�iLdun date Job"Ecd it the cnd ofihis 37 1,1111e,s JM dal? is specifically Cited. Ar 38 ?, Te.N ss h aminI un l-nifhrm 1'rtxPrJt CL11'III'4F1 DvviL Lw {TPVT-1 f.'TTY 01 1 1 %M3�TTA 5TI]ItiC3 iii ,'.�'TTRE°CTTU' SPF{'?FTCATION' rX)('T IA9 -NTH Z-rLLffic �si�4rai-SWlfieaNnn5 anal Ujm_Tnl} I« YNirMa-I.aunuoelG 111P11211MIs tfic ["irx C 11)' PruJ.'CI No I cDA JrJiVd CLPUiMLI, Viltl«ua Project NuiAm Rrvia.d Deoffl„ t,er 1 !U!C16 5-1 71 13 -� Puvt 2 of 4 I 3. 1tivull SQ?, Bavrio&L', .5i611q.:ind Traffic l IandIing of the T-exas DiptlrtIIiei 11 of Tra1I ILJ)LM'tatiilil, SLitllditl'ad } iFicH11031S fill' CUM MWti011 M11d W1Ili trl MWC of 3 .111ghways. Streets. and lll'iifgex. 4 1.4 ABIMMISTRATTYE REQUIREMENTS S A. Cpuvdiilii1i4)11 6 1, ('0111 kI Traffic MEL11,9 gelnei11 I Division (917-:302-7738) a!r mirlil 1im o -1S lirmrs 7 prior to 11 n 1) 1 vinenti ng T1,11fiic C01111-01 wiIIIi11 500 rWt elf ;1 I affic siuIIit�. Q 1. Aii.% dvViNIiQr1S 10 t11e TraMC Coil LrijI PImi illckidLd iii 111c Dr'owjia g-, Illaltil I.ssv iil-Sl It] F11)IYoved ky tho Uil.y and &sig.n I-AgimTr 1)eroi,e impitr11E11LLIti011. II Li SURMITTALS, 12 A, I'1ov[dlr the City with a cumnit 1is1 fll'gtiuIified ntig ;xr E1ef0i)u' h]-ginaii1r flogging 13 -adivities. User 0111y riiagg�!rs on [he gi.infi.riod list. 1 � B, Oblain rr SiTt2ei I Ne Pe -m it from the Sa-et Management Section oi' the Traffic 15 FTigliierl'i11g, I1ivi,�ii)11, 1000 Th rocknIOrt On Streut. TI1v I'm Frio Ci w IroI Flaii CTC'13) liar Ili 111c peajL,c1 Sim 1 11Q a I S Jk:1;1iIcd can I11v TroMr �Ciln1roI r�la,n Deta d sheds r�1 ibe. l.�r�lv�hig 17 set. A col)y Of tlris VFr l fl-ic C1)111roI vlan Sha11 be S;Tl m fitted }vii 11 111v Ntrim Usv P l ttix. 1 s C- Tra1fie Control T Isns shall Ile: ,1pL-d and sculor1 by a licensed 'Texas ProjIona J � 1 � r1� 111ear, 20 D. col itractior 511rtlI prepa1-C,I-rafiir OmIr<iI Pkim3 if rquircd liy the Drm5vitip «r 21 Sped#icatiens I [jef'ontrtHctov ►Fill I)f ra`"l)4111,i11le rot. IIII vilig� Iicum-;. d 4,eml.g 2y Pro 5S]o)III I I•11 i11cer "ign and smI Ili I'm IT iv Coi11vol 4'lPki rheas: _+, E. Lilrtc uIoMirc% 2413«ul's a' lollLler shall require :l s i te5zs peci 111c tr2ifJtc control 1)1eis. 14 F. CoriIrrii Iiv 1'ivgjoiil ihIc for ha -ling t1 tic umed Tw%aa-,i Pro es,s;kiiiHI Fri giiievr sigh wid Sgez1 25 changes to the I r i I ITc Cut itroi Kill(ti) deNuJUlled by the De -Sigh Ell gitiLcr, 0 '(l, ff4,1l Ellgin r w 11'rlri.1ish Stari4rd demik for Traflic Control. 28 2.4 ASS"EN1.131.JEaSAND MATERL#LS N e�, Dcr-ipl-iLlrt ;U 1, l e ulr�trli_v R-equirements 31 lt. Pr�i kle Traffic Control Devices thi a wnform to demils Sffc %%it Gil tll- 3''. Di; mving�;, die TMUTCD. niid I %LDOT's Crliill31iltllt Work Zcu1e Trrffw Control 33 prviee List (Cw.Zr(,D1.). 34 ?. ratefittl 35 a. Traillic CoiILroI DEvice mu 111"1 i I I I 1vlectiv11v I' gwIIvalmts 111c11.1ded Ilk tIle F TMUTc.Obttld T )OT Speci fication5—I Lein 56 #iCwi'JysdLlC TTL COT1::1111Oi 11. 37 I). EIewronic Inesslfige lion rds M1411 be Frovided in �accordaiic�� wit[1 th6 'llMUrcD. r. ITT QF FORT WORTT 1 STANDARD CIINSTI<(K-HON S3RWEFICASI€Q+! rA]CUMENTti Ikaffio liipn l M.Qdiliealiswa iuil UpgrLJir W Ya rovii r_i urn m s I"IrmigJkaul Ilir 1, <Iy Ciro' 1'rojecr NrU. 12uII Pales rluivacl. Villik) LS P1 QJ 4�Cr NU33JbC[9 ttoriuMTA.-a mtwxI"1,101D 31 71 14 - 3 TAMTIC CONTROL hge3fir 4 PAI+I r 3 - FXVC111710N 2 3.1 IYU, PARAT TON 3 A. 1r'Li#ecI Is+n s�f In-1'l,i� {.ifEt{IEi311115 .I J. 131`WOCI cxistiM 11'11ffs signal calllilall�clrt, S 3,2 I- SZ' Al.L.1'i' ION i A. roll jw 111c"1'61ff1C Cc El Wrin (TCf'),ind iw,laII Tra17Fic C offi�bI DeVi4st's-tis rilybw Li on 7 tht! Prim grid iiq clirim trd, 3 B, IIIsia111 "traffic Cont Fol Deviees.sv.aio,ht alld pItiiiib., 9 C. Leo not I.riake el innges to the flsj:rali*a of miy dew iQe fat' Im1)1eiuem any ❑th&r changes tv 1 [} dic -rraffic Cuiitrol P i a a tl'ithout the apprcmd of [Ile L•.ilgimeer- 1 i l . 5,V1 inLlr a(ljuslJnews To n et 1 Ee1rl constructalaitity a111t1 x isibiIity ire aI Iowed, J? 1).-Maiantain T r-�iffic C 011001 Devio k35 by mkinig coutcti�.e aCIi0iI a q SON as Imss[ble. 13 1. 0)1`1-1 rCd►+e _W1i011 i.aC111LIUS 111-11 Es 1101 H111ilCd 10 ssleal1i1)P, rep]RCing, str•aightell ial& 14 Ca vul Iim, ur r't n toy irlg Devic". 15 Mein#girt the .D;evicQs ��uch that the�y are properly positkiiied. spucad. --in l le-il7lt% [ G a iLd [luiI. rurorellecti ve chareic:tet'isIica 1 uc! rellLl ireroclits siurhi djxr.kTless rind rEt-iii. 17 E. If the hispec1 iir tI i--,wvtrs t.hait Ihax C,s}ntrtkctG4. has Chilud [ir Con Ilil.\. kvkII a3ppIicable fealeraI I �1Itd S:jte law, �bv filink- [t1 F44r1'I14Ir [Ire rICeeSJNaL-y RAgl ica1, mu -nu ii! <lE:lxin'iCu&s, I{I liglim signs; or sit1wrpILC pia iojui v iim-.Lsur'es for IItu pi'meL:iioii car I+ur:<4uls nr projivi[y), dw tl J ,SIJU IUIL r11�A}, i?11�1LIL sEEC11 e - difiantii IVICa`LSWeS E)e take;] to 1>'Fs-riect pe niis and pLopenv- 22 I= Su11,[eo LE)111C approvid c�1-tltc lns}t�t:tEN-1 lici[lions of tliis Pivj&II, whiL�b �irc iiot afre�ted 0y 2-3 Cm. in con 11it:I %N-hIi IIV,;p'r,IRI.itvd tnctilod k1fIland III nb, Ir1iFN41' Lit iIim. nd,jusltlien ES, ml by ?.l coustilicted ihia'ilig +any pliaN . '115 (J. Bttri t adeg eaxl sit, tTsshilI1 11u pl)ced i I i stick a n nimel• as In moI inivifuu.)vith the sight 26 CUsuaiace 0rch! vers s'Eu Ing the Iiighway rron1 ikiveways or s i de s1a'+-ds- 27 }�, To RiJiitak! d)ifi-ing. ban'iCrldaw ull�i 5t`gns I,isc�l I.il 1anE= c l(}sErrt, n1` [rrrffic rtg I111t)' 1.-�c el-ccic [Ertel tnomiled rxi poi -I- ale mipports. 29 1 . 'Flit �mlll. mi. design is sul.iect iv [ltc a1GpproviI I oI' l lie Engincev- 30 !, I giw cic,%sure5 s[in]I he in arx owdankL a %viII11Iit: approvt.! I Tra111 s Cent r'a11'Ltms. 3 i J 11'�l[ pia y I iMe the a is DP- tL-af{: 518118K L}.L".i:01F90 rrtsrfN--Ca ble 1}bCRLT$V, ff'J onstruction 2 Opur ttions. the Coj>itrrtc Mr shall provide pmmhle slop signs with 2 11mige lli�p, its arppr swd by ihic J .ngirte&- w he tised for Tnifc C{ pm-ol. ail Imo. C'etip'EtClrrIL slit) II Ii1ltlit.lirr�ufgC-ulcnis for police IIssist#Ertco [kI a:lireet 1.1-11l ic. iftra:i it . i ial 33 11.1ril- 11Sa ST1I,e l light pole i[IS tiiI1s1Ii{VT1, cjt' I,[Ijel' c:talaxtVLtctijiti I%rill be curie durivp, Imuk Iniiflic 36 ti111ft1g (A\d : 7 dill 4 airi. PM- 4 pm - b 13m ). '1 7 1— t' 1Ergg,ea C-TYbFY 7*kvbR'ri1 r'113fi1L: SiMWI MarlifiLUILUINIf IEId I=1rgl414C ai V:frik um Laumions 1-1irmatiRlbL tlw CILV {'i11- I'd LFI04L :tin. L1jut P1lie l-4jnrracL Valiju,� Pnijr:L NILL11 b010 kv ised 1)&,Cruriur 14.'416 34-7T I • 1 7 R A FRC [:&TT!{1J Am of 11 1 1, Provid e a C (m t1'rll`I(rr rC17r ss kTt11[ivt x ]Io lids ireel) Celli ried as a iln V.Pinp ilistructor ? I WE gh courses Abrod by tite Taus Engkcud ng Alomimi Scr [ce. the Americas 3 'Yrk Ric Soflety Services Al sckiniiirk3, titre ANtimmI SufeLy C'oiincil. ,,i- other pppro►ea a- Providk the cerli€ic:itp- iiidicntukp. course.compImjD l whcri regljested. I% Tltis-mpresenialive is a•�,�iponk g Hile for laltiniiI�', ut1d atistlr 1Ig 11VIT 211 I]agpr� sire 7 gna[ified icy JILTATI-nt [la ity{� clkjtic 8 2. A clkuiIiflud llaggei' Eim5r be il+depeiidently ecrtitied by 1 of the arpniantiuns listed 4 ohiive nr traiiietI by Ihe. ('vilitrnctm,'s c wif wed iltkggM g hi M n wusr. 10 3. Floggers must b}e cuitrtuuwl and ttble [0 k!ff'.TtiVely cOLl7Ill tlJfiClLte W i I I itle' l)nblic. 11 4, %Mhen diecojng Traffic, #laggrts imist use daWaid ovirQ. tISgs, silts; and signals 1? 81Id f6[10W 111V F13Rqtn8 PI-OCec[ures set fC?Tf13 ik1 L11e TMLlTCD, 13 5. MY! nu tmiiritahi 0Liggers at suph point - and For ,Lich pcdo4s of I iivo- I , may bw 14 regLtlred la ptovidt: for isle saFety and convclllcltce orpL,i)iic wave nmi coklt!'aewrt s 13 pcmnael, anal nr+ ,hown on the Drawings cw as diivctvd by tho E ugBi el', 16 f Iresoibggem 11 hv-iouted aI uncIi ekkd uF [hU IRUU 01kT. LLi— 17 Pd. keukTwI i 1� I . I T o R eiskti detian M- War'k, rum ove Mum I I u 8 Rc all [)rj1riOd , c oijc.S. IjS1IL 19 disc odivk' I ro111c L.VHaroI Ijrvicov llscd hor work-imoe Iranic luuidlhig i i i a IimeIy 20 1q,1ri17 ,. uriless other -wise sign)vn on the Dj-Awinp,. 21 3.3 END OF J?C"FION 22 ("I T4' OF FORT WORI I I S I _ktwl] RD CINSTELUCTION SPECIFICATION DUCUMP- 7S TRIP -P $TgI%j M4 !MU ft" Uld trrFru4m oI Yuruius T,.uNit Dl w T11rsiioghOW.01C (.'iky Ciry- Prbj,-zi fir. Uhit Frkv Cnnkrnct. Vyrlo6 PIcijmi NwA� m ,(,!r1:1[kceirrhet IQ,.?Crib 0011 13-1 INVITATION TO BIDDERS Page 1 of 1 SECTION 00 1113 2 INVITATION TO BIDDERS 3 RECEIPT OF BIDS 4 Sealed bids for the construction of Traffic Signal Modifications and Upgrade at Various 5 Locations Throughout the City will be received by the City of Fort Worth Purchasing Office: 6 7 City of Fort Worth 8 Purchasing Division 9 200 Texas Street 10 Fort Worth, Texas 76102 11 UntiI February 14, 2019, and bids will be opened publicly and read aloud at 2:00 PM CST in the 12 Council Chambers. 13 14 GENERAL DESCRIPTION OF WORK 15 The major work mainly consists of constructions of traffic signal modifications and upgrades and 16 related barrier free ramps and sidewalks. 17 18 PREQUALIFICATION 19 There are no prequalifications required for this project. 20 21 DOCUMENT EXAMINATION AND PROCUREMENTS 22 The Bidding and Contract Documents may be examined or obtained on-line by visiting the City 23 of Fort Worth's Purchasing Division website at http://www.fortworthtexas.goy/purchasing/ and 24 clicking on the Buzzsaw link to the advertised project folders on the City's Buzzsaw site. The 25 Contract Documents may be downloaded, viewed, and printed by interested contractors and/or 26 suppliers. 27 28 Copies of the Bidding and Contract Documents will not be available for purchase. 29 30 PREBID CONFERENCE 31 A Prebid Conference may be held as described in Section 00 21 13 - INSTRUCTIONS TO 32 BIDDERS at the following location, date, and time: 33 DATE: February 12, 2019 34 TIME: 10 AM CST 35 PLACE: 5001 James Avenue, Traffic Management 36 Fort Worth, Texas 76115 37 LOCATION: Traffic Management Conference Room 38 39 AWARD OF CONTRACT AND CITY'S RIGHT TO ACCEPT OR REJECT BIDS 40 City may award contracts to more than one bidder, Iowest to highest, but is not required to award 41 to all bidders. 42 43 City reserves the right to waive informalities not involving price, contract time or changes in the 44 Work and has the right to reject any or aII bids. 45 46 47 RENEWALS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised October 18, 2016 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 001113-2 INVITATION TO BIDDERS Page 2 of2 This Contract may be renewed up to three (3) additional term at the earlier of the expiration of contract funds or contract time under the same terms, conditions, and unit prices. INQUIMES All inquiries relative to this procurement should be addressed to the following: Attn: Kassem Elkhalil, P.E., City of Fort Worth Email: Kassem.elkhalil@fortworthtexas.gov Phone: (817) 392-8742 AND/OR Attn: Scott R. Arnold, P.E., Kimley-Horn and Associates, Inc. Email: scott.arnold@kimia-horn.com Phone: (817) 335-6511 ADVERTISEMENT DATES January 24, 2019 January 31, 2019 February 7, 2019 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised October 18, 2016 0021 13 - 1 INSTRUCTIONS TO BIDDERS Page I of 8 1 SECTION 00 2113 2 INSTRUCTIONS TO BIDDERS 3 1. Defined Terms 4 5 1.1. Terms used in these INSTRUCTIONS TO BIDDERS, which are defined in Section 00 72 6 00 _ GENERAL CONDITIONS. 7 8 1.2. Certain additional terms used in these INSTRUCTIONS TO BIDDERS have the 9 meanings indicated below which are applicable to both the singular and plural thereof. 10 11 1.2.1. Bidder: Any person, firm, partnership, company, association, or corporation acting 12 directly through a duly authorized representative, submitting a bid for performing 13 the work contemplated under the Contract Documents. 14 15 1.2.2. Nonresident Bidder: Any person, firm, partnership, company, association, or 16 corporation acting directly through a duly authorized representative, submitting a 17 bid for performing the work contemplated under the Contract Documents whose 18 principal place of business is not in the State of Texas. 19 20 1.2.3. Successful Bidder: The lowest responsible and responsive Bidder to whom City 21 (on the basis of City's evaluation as hereinafter provided) makes an award. 22 23 2. Copies of Bidding Documents 24 25 2,1.Neither City nor Engineer shall assume any responsibility for errors or misinterpretations 26 resulting from the Bidders use of incomplete sets of Bidding Documents. 27 28 2.2. City and Engineer in making copies of Bidding Documents available do so only for the 29 purpose of obtaining Bids for the Work and do not authorize or confer a license or grant 30 for any other use. 31 32 3. Prequalification of Bidders (Prime Contractors and Subcontractors) 33 34 3.1. There are no prequalifications required for this project. 35 36 4. Examination of Bidding and Contract Documents, Other Related Data, and Site 37 38 4.1. Before submitting a Bid, each Bidder shall: 39 40 4.1.1, Examine and carefully study the Contract Documents and other related data 41 identified in the Bidding Documents (including "technical data" referred to in 42 Paragraph 4.2. below). No information given by City or any representative of the 43 City other than that contained in the Contract Documents and officially 44 promulgated addenda thereto, shall be binding upon the City. 45 46 4.1.2. Visit the site to become familiar with and satisfy Bidder as to the general, local and 47 site conditions that may affect cost, progress, performance or furnishing of the 48 Work. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised October 18, 2017 0021 13 - 2 INSTRUCTIONS TO BIDDERS Page 2 of 8 1 4.1.3. Consider federal, state and local Laws and Regulations that may affect cost, 2 progress, performance or furnishing of the Work. 3 4 4.1.4.OMITTED 6 4.1.5.OMITTED 8 4.1.6.Be advised that the Contract Documents on file with the City shall constitute all of 9 the information which the City will furnish. All additional information and data 10 which the City will supply after promulgation of the formal Contract Documents 11 shall be issued in the form of written addenda and shall become part of the Contract 12 Documents just as though such addenda were actually written into the original 13 Contract Documents. No information given by the City other than that contained in 14 the Contract Documents and officially promulgated addenda thereto, shall be 15 binding upon the City. 16 17 4.1.7.OMITTED 18 19 4.1.8. Determine the difficulties of the Work and all attending circumstances affecting the 20 cost of doing the Work, time required for its completion, and obtain all information 21 required to make a proposal. Bidders shall rely exclusively and solely upon their 22 own estimates, investigation, research, tests, explorations, and other data which are 23 necessary for full and complete information upon which the proposal is to be based. 24 It is understood that the submission of a proposal is prima -facie evidence that the 25 Bidder has made the investigation, examinations and tests herein required. Claims 26 for additional compensation due to variations between conditions actually 27 encountered in construction and as indicated in the Contract Documents will not be 28 allowed. 29 30 4.19. Promptly notify City of all conflicts, errors, ambiguities or discrepancies in or 31 between the Contract Documents and such other related documents. The Contractor 32 shall not take advantage of any gross error or omission in the Contract Documents, 33 and the City shall be permitted to make such corrections or interpretations as may 34 be deemed necessary for fulfillment of the intent of the Contract Documents. 35 36 4.2.OMITTED 37 38 4.3. The submission of a Bid will constitute an incontrovertible representation by Bidder (i) 39 that Bidder has complied with every requirement of this Paragraph 4, (ii) that without 40 exception the Bid is premised upon performing and furnishing the Work required by the 41 Contract Documents and applying the specific means, methods, techniques, sequences or 42 procedures of construction (if any) that may be shown or indicated or expressly required 43 by the Contract Documents, (iii) that Bidder has given City written notice of all 44 conflicts, errors, ambiguities and discrepancies in the Contract Documents and the 45 written resolutions thereof by City are acceptable to Bidder, and when said conflicts, 46 etc., have not been resolved through the interpretations by City as described in 47 Paragraph 6., and (iv) that the Contract Documents are generally sufficient to indicate 48 and convey understanding of all terms and conditions for performing and furnishing the 49 Work. 50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 18, 2017 Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers 00 21 13 - 3 INSTRUCTIONS TO BIDDERS Page 3 of 8 1 4.4, OMITTED 2 3 5. Availability of Lands for Work, Etc. 4 5 5.1. The Bidder shall be prepared to commence construction without all executed right-of- 6 way, easements, and/or permits, and shall submit a schedule to the City of how 7 construction will proceed in the other areas of the project that do not require permits 8 and/or easements. 9 10 6. Interpretations and Addenda 11 12 6.1. All questions about the meaning or intent of the Bidding Documents are to be directed to 13 City in writing on or before 2 p.m., the Monday prior to the Bid opening. Questions 14 received after this day may not be responded to. Interpretations or clarifications 15 considered necessary by City in response to such questions will be issued by Addenda 16 delivered to all parties recorded by City as having received the Bidding Documents. 17 Only questions answered by formal written Addenda will be binding. Oral and other 18 interpretations or clarifications will be without legal effect. 19 20 Address questions to: 21 22 City of fort Worth 23 5001 James Avenue 24 Fort Worth, TX 76115 25 'Attn: Kassem Elkhalil, P.E., Transportation and Public Works 26 Email: Kassem.elkhalil@fortworthtexas.gov 27 Phone: (817) 392-8742 28 29 6.2. Addenda may also be issued to modify the Bidding Documents as deemed advisable by 30 City. 31 32 6.3. Addenda or clarifications may be posted via Buzzsaw at: 33 htt s:// .i-oicet oitit.buzzsaw.com/client/fortworth ov/Advet-tised110I729%20%.E2%80 34 %93%20Traffic%20Si nal%20Modifications%20aiid%20U adc%20at%20Various% 35 20Locations%2OThroLihotit%20the%2OCit 36 37 6.4. A prebid conference will be held at the time and place indicated in the Advertisement or 38 INVITATION TO BIDDERS. Representatives of City will be present to discuss the 39 Project. Bidders are encouraged to attend and participate in the conference. City will 40 transmit to all prospective Bidders of record such Addenda as City considers necessary 41 in response to questions arising at the conference. Oral statements may not be relied 42 upon and will not be binding or legally effective. 43 44 7. Bid Security 45 46 7.1. Each Bid must be accompanied by Bid Bond made payable to City in an amount of five 47 (5) percent of Bidder's maximum Bid price on form attached, issued by a surety meeting 48 the requirements of Paragraphs 5.01 of the General Conditions. 49 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised October 18, 2017 00 21 13 - 4 INSTRUCTIONS TO BIDDERS Page 4 of 8 1 7.2. The Bid Bond of all Bidders will be retained until the conditions of the Notice of Award 2 have been satisfied. If the Successful Bidder fails to execute and deliver the complete 3 Agreement within 10 days after the Notice of Award, City may consider Bidder to be in 4 default, rescind the Notice of Award, and the Bid Bond of that Bidder will be forfeited. 5 Such forfeiture shall be City's exclusive remedy if Bidder defaults. The Bid Bond of all 6 other Bidders whom City believes to have a reasonable chance of receiving the award 7 will be retained by City until final contract execution. 8 9 8. Contract Times 10 The number of days within which, or the dates by which, Milestones are to be achieved in 11 accordance with the General Requirements and the Work is to be completed and ready for 12 Final Acceptance is set forth in the Agreement or incorporated therein by reference to the 13 attached Bid Form. The City may renew this Agreement for up to two (2) additional time 14 periods under the same terms, conditions, and unit prices. The City shall provide at least 15 sixty (60) days' notice to the Contractor of the City's intent to renew. 16 17 9. Liquidated Damages 18 Provisions for liquidated damages are set forth in the Agreement. 19 20 10. Substitute and "Or -Equal" Items 21 The Contract, if awarded, will be on the basis of materials and equipment described in the 22 Bidding Documents without consideration of possible substitute or "or -equal" items. 23 Whenever it is indicated or specified in the Bidding Documents that a "substitute" or "or- 24 equal" item of material or equipment may be furnished or used by Contractor if acceptable to 25 City, application for such acceptance will not be considered by City until after the Effective 26 Date of the Agreement. The procedure for submission of any such application by Contractor 27 and consideration by City is set forth in Paragraphs 6.05A., 6.05B. and 6.05C. ofthe-Generai 28 Conditions and is supplemented in Section 0125 00 of the General Requirements, 29 30 11. Subcontractors, Suppliers and Others 31 32 11.1. In accordance with the City's Business Diversity Enterprise Ordinance No. 20020- 33 12-2011 (as amended), the City has goals for the participation of minority business 34 and/or small business enterprises in City contracts. A copy of the Ordinance can be 35 obtained from the Office of the City Secretary. The Bidder shall submit the MBE and 36 SBE Utilization Form, Subcontractor/Supplier Utilization Form, Prime Contractor 37 Waiver Form and/or Good Faith Effort Form with documentation and/or Joint 38 Venture Form as appropriate. The Forms including documentation must be received 39 by the City no later than 2:00 P.M. CST, on the second business days after the bid 40 opening date. The Bidder shall obtain a receipt from the City as evidence the 41 documentation was received. Failure to comply shall render the bid as non- 42 responsive. 43 , 44 11.2. No Contractor shall be required to employ any Subcontractor, Supplier, other person 45 or organization against whom Contractor has reasonable objection. 46 47 12. Bid Form 48 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 18, 2017 Traffic signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unlit Price Contract, Various Project Numbers 0021 13 - 5 INSTRUCTIONS TO BIDDERS Page 5 of 8 1 12.1. The Bid Form is included with the Bidding Documents; additional copies may be 2 obtained from the City. 3 4 12.2. All blanks on the Bid Form must be completed by printing in ink and the Bid Form 5 signed in ink. Erasures or alterations shall be initialed in ink by the person signing 6 the Bid Form. A Bid price shall be indicated for each Bid item, alternative, and unit 7 price item Iisted therein. In the case of optional alternatives, the words "No Bid," 8 "No Change," or "Not Applicable" may be entered. Bidder shall state the prices, 9 written in ink in both words and numerals, for which the Bidder proposes to do the 10 work contemplated or furnish materials required. All prices shall be written legibly. 11 In case of discrepancy between price in written words and the price in written 12 numerals, the price in written words shall govern. 13 14 12.3. Bids by corporations shall be executed in the corporate name by the president or a 15 vice-president or other corporate officer accompanied by evidence of authority to 16 sign. The corporate seal shall be affixed. The corporate address and state of 17 incorporation shall be shown below the signature. 18 19 12.4, Bids by partnerships shall be executed in the partnership name and signed by a 20 partner, whose title must appear under the signature accompanied by evidence of 21 authority to sign. The official address of the partnership shall be shown below the 22 signature. 23 24 12.5. Bids by limited liability companies shall be executed in the name of the firm by a 25 member and accompanied by evidence of authority to sign. The state of formation of 26 the firm and the official address of the firm shall be shown. 27 28 12.6. Bids, by individuals shall show the Bidder's name and official address. 29 30 12.7. Bids by joint ventures shall be executed by each joint venturer in the manner 31 indicated on the Bid Form. The official address of the joint venture shall be shown. 32 33 12.8. All names shall be typed or printed in ink below the signature. 34 35 12.9. The Bid shall contain an acknowledgement of receipt of all Addenda, the numbers of 36 which shall be filled in on the Bid Form. 37 38 12.10. Postal and e-mail addresses and telephone number for communications regarding the 39 Bid shall be shown. 40 41 12.11. Evidence of authority to conduct business as a Nonresident Bidder in the state of 42 Texas shall be provided in accordance with Section 00 43 37 -- Vendor Compliance 43 to State Law Non Resident Bidder. 44 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised October 18, 2017 0021 13-6 INSTRUCTIONS TO BIDDERS Page 6 of 8 1 13. Submission of Bids 2 Bids shall be submitted on the prescribed Bid Form, provided with the Bidding Documents, 3 at the time and place indicated in the Advertisement or INVITATION TO BIDDERS, 4 addressed to Purchasing Manager of the City, and shall be enclosed in an opaque sealed 5 envelope, marked with the City Project Number, Project title, the name and address of 6 Bidder, and accompanied by the Bid security and other required documents. If the Bid is sent 7 through the mail or other delivery system, the sealed envelope shall be enclosed in a separate 8 envelope with the notation "BID ENCLOSED" on the face of it. 9 10 14. Modification and Withdrawal of Bids 11 12 14.1. Bids addressed to the Purchasing Manager and filed with the Purchasing Office 13 cannot be withdrawn prior to the time set for bid opening. A request for withdrawal 14 must be made in writing by an appropriate document duly executed in the manner 15 that a Bid must be executed and delivered to the place where Bids are to be submitted 16 at any time prior to the opening of Bids. After all Bids not requested for withdrawal 17 are opened and publicly read aloud, the Bids for which a withdrawal request has been 18 properly filed may, at the option of the City, be returned unopened. 19 20 14.2. Bidders may modify their Bid by electronic communication at any time prior to the 21 time set for the closing of Bid receipt. 22 23 15. Opening of Bids 24 Bids will be opened and read aloud publicly at the place where Bids are to be submitted. An 25 abstract of the amounts of the base Bids and major alternates (if any) will be made available 26 to Bidders after the opening of Bids. 27 28 16. Bids to Remain Subject to Acceptance 29 All Bids will remain subject to acceptance for the time period specified for Notice of Award 30 and execution and delivery of a complete Agreement by Successful Bidder. City may, at 31 City's sole discretion, release any Bid and nullify the Bid security prior to that date. 32 33 17. Evaluation of Bids and Award of Contract 34 35 17.1. City reserves the right to reject any or all Bids, including without limitation the rights 36 to reject any or all nonconforming, nonresponsive, unbalanced or conditional Bids 37 and to reject the Bid of any Bidder if City believes that it would not be in the best 38 interest of the Project to make an award to that Bidder, whether because the Bid is 39 not responsive or the Bidder is unqualified or of doubtful financial ability or fails to 40 meet any other pertinent standard or criteria established by City. City also reserves 41 the right to waive informalities not involving price, contract time or changes in the 42 Work with the Successful Bidder. Discrepancies between the multiplication of units 43 of Work and unit prices will be resolved in favor of the unit prices. Discrepancies 44 between the indicated sum of any column of figures and the correct sum thereof will 45 be resolved in favor of the correct sum. Discrepancies between words and figures 46 will be resolved in favor of the words. 47 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City Revised October 18, 2017 City Project No. Unit Price Contract, Various Project Numbers 0021 13 - 7 INSTRUCTIONS TO BIDDERS Page 7 of 8 1 17.1.1. Any or all bids will be rejected if City has reason to believe that collusion exists 2 among the Bidders, Bidder is an interested parry to any litigation against City, 3 City or Bidder may have a claim against the other or be engaged in litigation, 4 Bidder is in arrears on any existing contract or has defaulted on a previous 5 contract, Bidder has performed a prior contract in an unsatisfactory manner, or 6 Bidder has uncompleted work which in the judgment,of the City will prevent or 7 hinder the prompt completion of additional work if awarded. 8 9 17.2. City may consider the qualifications and experience of Subcontractors, Suppliers, and 10 other persons and organizations proposed for those portions of the Work as to which I 1 the identity of Subcontractors, Suppliers, and other persons and organizations must 12 be submitted as provided in the Contract Documents or upon the request of the City. 13 City also may consider the operating costs, maintenance requirements, performance 14 data and guarantees of major items of materials and equipment proposed for 15 incorporation in the Work when such data is required to be submitted prior to the 16 Notice of Award. 17 18 17.3. City may conduct such investigations as City deems necessary to assist in the I9 evaluation of any Bid and to establish the responsibility, qualifications, and financial 20 ability of Bidders, proposed Subcontractors, Suppliers and other persons and 21 organizations to perform and furnish the Work in accordance with the Contract 22 Documents to City's satisfaction within the prescribed time. 23 24 17.4. Contractor shall perform with his own organization, work of a value not less than 25 35% of the value embraced on the Contract, unless otherwise approved by the City. 26 27 17.5, If the Contract is to be awarded, it will be awarded to lowest responsible and 28 responsive Bidder whose evaluation by City indicates that the award will be in the 29 best interests of the City. City may award contracts to more than one bidder, lowest 30 to highest, but is not required to award to all bidders. 31 32 33 17.6. Pursuant to Texas Government Code Chapter 2252.001, the City will not award 34 contract to a Nonresident Bidder unless the Nonresident Bidder's bid is lower than 35 the Iowest bid submitted by a responsible Texas Bidder by the same amount that a 36 Texas resident bidder would be required to underbid a Nonresident Bidder to obtain a 37 comparable contract in the state in which the nonresident's principal place of 38 business is located. 39 40 17.7. A contract is not awarded until formal City Council authorization. If the Contract is 41 to be awarded, City will award the Contract within 90 days after the day of the Bid 42 opening unless extended in writing. No other act of City or others will constitute 43 acceptance of a Bid. Upon the contractor award a Notice of Award will be issued by 44 the City. 45 46 17.8. Failure or refusal to comply with the requirements may result in rejection of Bid. 47 CITY Or FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised October 18, 2017 0021 13 - 8 INSTRUCTIONS TO BIDDERS Page 8 of 8 1 18. Signing of Agreement 2 When City issues a Notice of Award to the Successful Bidder, it will be accompanied by the 3 required number of unsigned counterparts of the Agreement. Within 14 calendar days 4 thereafter Contractor shall sign and deliver the required number of counterparts of the 5 Agreement to City with the required Bonds, Certificates of Insurance, and all other required 6 documentation. City shall thereafter deliver one fully signed counterpart to Contractor. 7 8 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised October 18, 2017 Traffic SignRt Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers 003215-0 CONSTRUCTION PROGRESS SCHEDULE 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 limited to: 11 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 -- General Requirements 13 D. Purpose 14 The City of Fort Worth (City) is committed to delivering quality, cost-effective 15 infrastructure to its citizens in a timely manner. A key tool to achieve this purpose is a 16 properly structured schedule with accurate updates. This supports effective monitoring 17 of progress and is input to critical decision making by the project manager throughout 18 the life of the project. Data from the updated project schedule is utilized in status 19 reporting to various levels of the City organization and the citizenry. 20 21 This Document complements the City's Standard Agreement to guide the construction 22 contractor (Contractor) in preparing and submitting acceptable schedules for use by the 23 City in project delivery. The expectation is the performance of the work follows the 24 accepted schedule and adhere to the contractual timeline. 25 26 The Contractor will designate a qualified representative (Project Scheduler) responsible 27 for developing and updating the schedule and preparing status reporting as required by 28 the City. 29 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Work associated with this Item is considered subsidiary to the various items bid. 33 No separate payment will be allowed for this Item. 34 2. Non-compliance with this specification is grounds for City to withhold payment of 35 the Contractor's invoices until Contractor achieves said compliance. 36 1.3 REFERENCES 37 A. Project Schedules 38 Each project is represented by City's master project schedule that encompasses the 39 entire scope of activities envisioned by the City to properly deliver the work. When the CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 201 & City Project No. Unit Price Contract, Various Project Numbers 003215-0 CONSTRUCTION PROGRESS SCIIEDULE Page 2of10 l City contracts with a Contractor to perform construction of the Work, the Contractor 2 will develop and maintain a schedule for their scope of work in alignment with the 3 City's standard schedule requirements as defined herein. The data and information of 4 each such schedule will be leveraged and become integral in the master project 5 schedule as deemed appropriate by the City's Project Control Specialist and approved 6 by the City's Project Manager, 7 8 1. Master Project Schedule 9 The master project schedule is a holistic representation of the scheduled activities 10 and milestones for the total project and be Critical Path Method (CPM) based. The 1.1 City's Project Manager is accountable for oversight of the development and 12 maintaining a master project schedule for each project. When the City contracts for 13 the design and/or construction of the project, the master project schedule will 14 incorporate elements of the Design and Construction schedules as deemed 15 appropriate by the City's Project Control Specialist. The assigned City Project 16 Control Specialist creates and maintains the master project schedule in P6 (City's 17 scheduling software). 18 19 2. Construction Schedule 20 The Contractor is responsible for developing and maintaining a schedule for the 21 scope of the Contractor's contractual requirements. The Contractor will issue an 22 initial schedule for review and acceptance by the City's Project Control Specialist 23 and the City's Project Manager as a baseline schedule for Contractor's scope of 24 work. Contractor will issue current, accurate updates of their schedule (Progress 25 Schedule) to the City at the end of each month throughout the life of their work. 26 27 B. Schedule Tiers 28 The City has a portfolio of projects that vary widely in size, complexity and content 29 requiring different scheduling to effectively deliver each project. The City uses a 30 "tiered" approach to align the proper schedule with the criteria for each project. The 31 City's Project Manager determines the appropriate schedule tier for each project, and 32 includes that designation and the associated requirements in the Contractor's scope of 33 work. The following is a summary of the "tiers". 34 35 1. Tier 1: Small Size and Short Duration Project (design not required) 36 The City develops and maintains a Master Project Schedule for the project. No 37 schedule submittal is required from Contractor. City's Project Control Specialist 38 acquires any necessary schedule status data or information through discussions with 39 the respective party on an as -needed basis. 40 41 2. Tier 2: Small Size and Short to Medium Duration Project 42 The City develops and maintains a Master Project Schedule for the project. The 43 Contractor identifies "start" and "finish" milestone dates on key elements of their 44 work as agreed with the City's Project Manager at the kickoff of their work effort. 45 The Contractor issues to the City, updates to the "start" and "finish" dates for such 46 milestones at the end of each month throughout the life of their work on the project. 47 48 3. Tier 3: Medium and Large Size and/or Complex Projects Regardless of Duration CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 3 of 10 1 The City develops and maintains a Master Project Schedule for the project. The 2 Contractor develops a Baseline Schedule and maintains the schedule of their 3 respective scope of work on the project at a level of detail (generally Level 3) and in 4 alignment with the WBS structure in Section 1.4.1-1 as agreed by the Project Manager. 5 The Contractor issues to the City, updates of their respective schedule (Progress 6 Schedule) at the end of each month throughout the life of their work on the project. 7 C. Schedule Types 8 Project delivery for the City utilizes two types of schedules as noted below. The City 9 develops and maintains a Master Project Schedule as a "baseline" schedule and issue 10 monthly updates to the City Project Manager (end of each month) as a "progress" 11 schedule. The Contractor prepares and submits each schedule type to fulfill their 12 contractual requirements. 13 14 1. Baseline Schedule 15 The Contractor develops and submits to the City, an initial schedule for their scope 16 of work in alignment with this specification. Once reviewed and accepted by the 17 City, it becomes the "Baseline" schedule and is the basis against which all progress 18 is measured. The baseline schedule will be updated when there is a change or 19 addition to the scope of work impacting the duration of the work, and only after 20 receipt of a duly authorized change order issued by the City. In the event progress is 21 significantly behind schedule, the City's Project Manager may authorize an update 22 to the baseline schedule to facilitate a more practical evaluation of progress. An 23 example of a Baseline Schedule is provided in Specification 00 32 15.1 24 Construction Project Schedule Baseline Example. 25 26 2. Progress Schedule 27 The Contractor updates their schedule at the end of each month to represent the 28 progress achieved in the work which includes any impact from authorized changes 29 in the work. The updated schedule must accurately reflect the current status of the 30 work at that point in time and is referred to as the "Progress Schedule". The City's 31 Project Manager and Project Control Specialist reviews and accepts each progress 32 schedule. Ili the event a progress schedule is deemed not acceptable, the 33 unacceptable issues are identified by the City within 5 working days and the 34 Contractor must provide an acceptable progress schedule within 5 working days 35 after receipt of non -acceptance notification. An example of a Progress Schedule is 36 provided in Specification 00 32 15.2 Construction Project Schedule Progress 37 Example. 38 39 1.4 CITY STANDARD SCHEDULE REQUIREMENTS 40 The following is an overview of the methodology for developing and maintaining a 41 scheduIe for delivery of a project. 42 43 A. Schedule Framework 44 The schedule will be based on the defined scope of work and follow the (Critical Path 45 Methodology) CPM method. The Contractor's schedule will align with the requirements 46 of this specification and will be cost loaded to reflect their plan for execution. Overall CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 1 2 3 4 5 6 7 8 9 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 47 48 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 4 of 10 schedule duration will align with the contractual requirements for the respective scope of work and be reflected in City's Master Project Schedule. The Project Number and Nance of the Project is required on each schedule and must match the City's project data. B. Schedule File Name All schedules submitted to the City for a project will have a file name that begins with the City's project number followed by the name of the project followed by baseline (if a baseline schedule) or the year and month (if a progress schedule), as shown below. • Baseline Schedule file Name Format: City Project Number —Project Name —Baseline Example: 101376 North Montgomery Street HMAC Baseline • Progress Schedule File Name Format: City Project Number Project Name YYYY-MM Example: 101376 North Montgomery Street HMAC_2018_01 • Project Schedule Progress Narrative File Name Format: City Project Number _Project Name PN_YYYY-MM Example: 101376 North Montgomery Street IIMAC PN 2018 01 C. Schedule Templates The Contractor will utilize the relevant sections from the City's templates provided in the City's document management system as the basis for creating their respective project schedule. Specifically, the Contractor's schedule will align with the layout of the Construction section. The templates are identified by type of project as noted below. • Arterials • 'Aviation • Neighborhood Streets • Sidewalks (later) Quiet Zones (later) • Street Lights (later) •- Intersection Improvements (later) • Parks • Storm water Street Maintenance • Traffic • Water D. Schedule Calendar The City's standard calendar for schedule development purposes is based on a 5-day workweek and accounts for the City's eight standard holidays (New Years, Martin Luther King, Memorial, independence, Labor, Thanksgiving, day after Thanksgiving, Christmas). The Contractor will establish a schedule calendar as part of the schedule development process and provide to the Project Control Specialist as part of the basis for their schedule. Variations between the City's calendar and the Contractor's calendar must be resolved prior to the City's acceptance of their Baseline project schedule. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 5 of I0 I E. WBS & Milestone Standards for Schedule Development 2 The scope of work to be accomplished by the Contractor is represented in the schedule in 3 the form of a Work Breakdown Structure (WBS). The WBS is the basis for the 4 development of the schedule activities and shall be imbedded and depicted in the 5 schedule. 7 The following is a summary of the standards to be followed in preparing and maintaining 8 a schedule for project delivery. 9 10 1. Contractor is required to utilize the City's WBS structure and respective project type 11 template for "Construction" as shown in Section 1.4.H below. Additional activities 12 may be added to Levels 1 - 4 to accommodate the needs of the organization executing 13 the work. Specifically the Contractor will add activities under WBS XXXXXX.80.83 14 "Construction Execution" that delineates the activities associated with the various 15 components of the work. 16 17 2. Contractor is required to adhere to the City's Standard Milestones as shown in 18 Section 1.4.1 below. Contractor will include additional milestones representing 19 intermediate deliverables as required to accurately reflect their scope of work. 20 21 F. Schedule Activities 22 Activities are the discrete elements of work that make up the schedule. They will be 23 organized under the umbrella of the WBS. Activity descriptions should adequately 24 describe the activity, and in some cases the extent of the activity. All activities are 25 logically tied with a predecessor and a successor. The only exception to this rule is for 26 "project start" and "project finish" milestones. 27 28 The activity duration is based on the physical amount of work to be performed for the 29 stated activity, with a maximum duration of 20 working days. If the work for any one 30 activity exceeds 20 days, break that activity down incrementally to achieve this duration 31 constraint. Any exception to this requires review and acceptance by the City's Project 32 Control Specialist. 33 34 G. Change Orders 35 When a Change Order is issuedby the City, the impact is incorporated into the previously 36 accepted baseline schedule as an update, to clearly show impact to the project timeline. 37 The Contractor submits this updated baseline schedule to the City for review and 38 acceptance as described in Section 1.5 below. Updated baseline schedules adhere to the 39 following: 40 41 1. Time extensions associated with approved contract modifications are limited to the 42 actual amount of time the project activities are anticipated to be delayed, unless 43 otherwise approved by the Program Manager. 44 45 2. The re-baselined schedule is submitted by the Contractor within ten workdays after 46 the date of receipt of the approved Change Order. 47 CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 1 2 3 4 5 6 7 8 9 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 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 6 of 10 3. The changes in logic or durations approved by the City are used to analyze the impact of the change and is included in the Change Order. The coding for a new activity(s) added to the schedule for the Change Order includes the Change Order number in the Activity ID. Use as many activities as needed to accurately show the work of the Change Order. Revisions to the baseline schedule are not effective until accepted by the City. H. City's Work Breakdown Structure WBS Code WBS Name XXXXXX Project Name XXXXXX.30 Design XXXXXX.30.10 Design Contractor Agreement XXXXXX.30.20 Conceptual Design (30%) XXXXXX.30.30 Preliminary Design (60%) XXXXXX.30.40 Final Design XXXXXX.30.50 Environmental XXXXXX.30.60 Permits XXXXXX.30.60.10 Permits - Identification XXXXXX.30.60.20 Permits - Review/Approve XXXXXXAO ROW & Easements XXXXXX.40.10 ROW Negotiations XXXXXX.40.20 Condemnation XXXXXX.70 Utility Relocation XXXXXX.70.10 Utility Relocation Co-ordination XXXXXX.80 Construction XXXXXX.80.81 Bid and Award XXXXXX.80.83 Construction Execution XXXXXX.80.85 Inspection XXXXXX.80.86 Landscaping XXXXXX.90 Closeout XXXXXX.90.10 Construction Contract Close-out XXXXXX.90.40 Design Contract Closure 1. City's Standard Milestones The following milestone activities (i.e., important events on a project that mark critical points in time) are of particular interest to the City and must be reflected in the project schedule for all phases of work. Activity ID Activity Name Design 3020 Award Design Agreement 3040 Issue Notice To Proceed - Design Engineer 3100 Design Kick-off Meeting CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 7 of 10 1 3120 Submit Conceptual Plans to Utilities, ROW, Traffic, Parks, Storm Water, 2 Water & Sewer 3 3150 Peer Review Meeting/Design Review meeting (technical) 4 3160 Conduct Design Public Meeting 41 (required) 5 3170 Conceptual Design Complete 6 3220 Submit Preliminary Plans and Specifications to Utilities, ROW, Traffic, 7 Parks, Storm Water, Water & Sewer 8 3250 Conduct Design Public Meeting 42 (required) 9 3260 Preliminary Design Complete 10 3310 Submit Final Design to Utilities, ROW, Traffic, Parks, Storm Water, 1 I Water & Sewer 12 3330 Conduct Design Public Meeting #3 (if required) 13 3360 Final Design Complete 14 ROW & Easements 15 4000 Right of Way Start I6 4230 Right of Way Complete 17 Utility Relocation 18 7000 Utilities Start 19 7120 Utilities Cleared/Complete 20 Construction 21 Bid and Award 22 8110 Start Advertisement 23 8150 Conduct Bid Opening 24 8240 Award Construction Contract 25 Construction Execution 26 8330 Conduct Construction Public Meeting #4 Pre -Construction 27 8350 Construction Start 28 8370 Substantial Completion 29 8540 Construction Completion 30 9130 Notice of Completion/Green Sheet 31 9150 Construction Contract Closed 32 9420 Design Contract Closed 33 1.5 SUBMITTALS 34 35 36 37 38 39 40 41 42 43 44 45 A. Schedule Submittal & Review The City's Project Manager is responsible for reviews and acceptance of the Contractor's schedule. The City's Project Control Specialist is responsible for ensuring alignment of the Contractor's baseline and progress schedules with the Master Project Schedule as support to the City's Project Manager. The City reviews and accepts or rejects the schedule within ten workdays of Contractor's submittal. 1. Schedule Format The Contractor will submit each schedule in two electronic forms, one in native file format (.xer, .xml, .mpx) and the second in a pdf format, in the City's document management system in the location dedicated for this purpose and identified by the Project Manager. In the event the Contractor does not use Primavera P6 or MS CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 1 2 3 4 5 6 7 8 9 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 47 48 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 8 of 10 Project for scheduling purposes, the schedule information must be submitted in .x1s or .xlsx format in compliance with the sample layout (See Specification 00 32 115.1 Construction Project Schedule Baseline Example), including activity predecessors, successors and total float. 2. Initial & Baseline Schedule The Contractor will develop their schedule for their scope of work and submit their initial schedule in electronic form (in the file formats noted above), in the City's document management system in the location dedicated for this purpose within ten workdays of the Notice of'Award. The City's Project Manager and Project Control Specialist review this initial schedule to determine alignment with the City's Master Project Schedule, including format & WBS structure. Following the City's review, feedback is provided to the Contractor for their use in finalizing their initial schedule and issuing (within five workdays) their Baseline Schedule for final review and acceptance by the City. 3. Progress Schedule The Contractor will update and issue their project schedule (Progress Schedule) by the last day of each month throughout the life of their work on the project. The Progress Schedule is submitted in electronic form as noted above, in the City's document management system in the location dedicated for this purpose. The City's Project Control team reviews each Progress Schedule for data and information that support the assessment of the update to the schedule. In the event data or information is missing or incomplete, the Project Controls Specialist communicates directly with the Contractor's scheduler for providing same. The Contractor re -submits the corrected Progress Schedule within S workdays, following the submittal process noted above. The City's Project Manager and Project Control Specialist review the Contractor's progress schedule for acceptance and to monitor performance and progress. The following list of items are required to ensure proper status information is contained in the Progress Schedule. • Baseline Start date • Baseline Finish Date • % Complete • Float • Activity Logic (dependencies) • Critical Path • Activities added or deleted • Expected Baseline Finish date • Variance to the Baseline Finish Date B. Monthly Construction Status Report The Contractor submits a written status report (referred to as a progress narrative) at the end of each month to accompany the Progress Schedule submittal, using the standard format provided in Specification 00 32 15.3 Construction Project Schedule Progress Cff Y OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No, Unit Price Contract, Various Project Numbers 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 9 of 10 1 Narrative. The content of the Construction Project Schedule Progress Narrative should 2 be concise and complete to: 3 w Reflect the current status of the work for the reporting period (including actual 4 activities started and/or completed during the reporting period) 5 C Explain variances from the baseline on critical path activities 6 0 Explain any potential schedule conflicts or delays 7 • Describe recovery plans where appropriate 8 * Provide a summary forecast of the work to be achieved in the next reporting period. 9 10 C. Submittal Process 11 0 Schedules and Monthly Construction Status Reports are submitted in Buzzsaw 12 following the steps outlined in Specification 00 32 15.4 Construction Project 13 Schedule Submittal Process. 14 • Once the project has been completed and Final Acceptance has been issued by the 15 City, no further progress schedules or construction status reports are required from 16 the Contractor. 17 1.6 ACTION SUBMITTALSJNFORMATIONAL SUBMITTALS [NOT USED] 18 1.7 CLOSEOUT SUBMITTALS [NOT USED] 19 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 20 1.9 QUALITY ASSURANCE 21 A. The person preparing and revising the Contractor's Project Schedule shall be 22 experienced in the preparation of schedules of similar complexity. 23 B. Schedule and supporting documents addressed in this Specification shall be prepared, 24 updated and revised to accurately reflect the performance of the Contractor's scope of 25 work. 26 C. The Contractor is responsible for the quality of all submittals in this section meeting the 27 standard of care for the construction industry for similar projects. 28 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 29 1.11 FIELD [SITE] CONDITIONS [NOT USED] 30 1.12 WARRANTY [NOT USED] 31 1.13 ATTACHMENTS 32 Spec 00 32 15.1 Construction Project Schedule Baseline Example 33 Spec 00 32 15.2 Construction Project Schedule Progress Example 34 Spec 00 32 15.3 Construction Project Schedule Progress Narrative 35 Spec 00 32 15.4 Construction Project Schedule Submittal Process 36 37 CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 1 2 3 4 5 6 7 8 9 003215-0 CONSTRUCTION PROGRESS SCHEDULE Page 10 of 10 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] Revision Log DATE NAME SUMMARY OR CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WOR rH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 003215.1 -0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 1 of 5 1 SECTION 00 32 151 2 CONSTRUCTION PROJECT SCHEDULE — BASELINE EXAMPLE 3 PART1- GENERAL 4 5 6 7 8 9 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 The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule content depicting the baseline for the project. This version of the schedule is referred to as a "baseline" schedule. This example is intended to provide guidance for the Contractor When developing and submitting a baseline schedule. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 1 CQ CO GD CU LL m V11 C? 9L CL I a .3 7% 0032 15.1-0 CONSTRUCTION PROGRESS SCHEDULE — BASF -LINE EXAMPLE. Page 2 of 5 -------------------------------------------------------------------------------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- ----------- I ---- '51 a u n 0 0 �F' ..MS f•1iYS "D Diu ca m 0 13 n o 14 ri i:3 I r oso r,,r -.4 16 D D ri' r) w ul W j, L. 49 SiJ zu fE CL F d i 9 4f L L 7a• m 0 T.. 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P, IQ -1 MY -'.;I C-1 I;,: CL LA jp 12 Z! 0 T U 0 �,l Q F w it A ff Ir F .T� afr� , A ro ru rt rr 13 0.0 Cc ti 'lti t)c U i F CITY OF FORT WORTH Traffic Signaf Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20,2018 City Project No. Unit Price Contract, Various Project Numbers I 0032 153 -0 CONSTRUCTION PROGRESS SCI-1L-DULE— BASELINE EXAMPLE Page 4 of 5 CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECTFTCATTON DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 0032 15.1 - 0 CONSTRUCTION PROGRESS SCHEDULE — BASELINE EXAMPLE Page 5 of 5 I END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. JarrelI Initial Issue CITY OF FORT WORTI{ Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 00 32 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE —PROGRESS EXAMPLE Page 1 of 4 SECTION 00 32 15.2 CONSTRUCTION PROJECT SCHEDULE —PROGRESS EXAMPLE PART1- GENERAL The following is an example of a Contractor's project schedule that illustrates the data and expectation for schedule cowent depicting the progress for the project. This version of the schedule is referred to as a "progress" schedule. This example is intended to provide guidance for the Contractor when developing and submitting a progress schedule. See CFW Specification 00 32 15 Construction Project Schedule for details and requirements regarding the Contractor's project schedule. 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Lis �11'7 I iu oSA, a do M i i F4 + m Y} 47 d6 I I tlY Y 1 CL CITY OF FORT WORM Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2019 City Project No. Unit Price Contract, Various Project Numbers 1 2 00 32 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 3 of 4 CQ r r r C q • i i i i i i , i i i i i N I i-i.-------1i ir i i i - i 1_'i ______ ---------1----------1---------J----.___.J....... _-�-- --------1------- 0.0 1 ` ------------ ------ ------ ----- = t - i i i -- r r ----- 1- r - t ------- ----- • ._... - - ._ ••rrrr�� -. ry �J 'Plln rar+ N rr' pl�ry ry ry �re:ry •r •ra reyr�lrylry rt ry rary r{!n Fry nl �iJ FI a+1 i nTri,ry ciiry. o�osl :r• � 71 Y; 0 D 3i a.'ik ili 'ari Ar rbl �T V� iN 8, OI i� ,i� .f, r .r Owl J I• sv " cv a i; rl � ca r;ra ra � 14 1I''i, 11 a .v o �I +•i LA ;r .yip-e V V .� - aratt qw.�, 5a±� virrr cn an ry - V rom .prn' ' , p Cl � � c��w u W04 r p,r f7 4 Y, s'r1i1h, I.I� ri�' F3 yy 7 w a 1- i ~;�1 ry ra i•{ j I� '1Ctl' «��. nl � n rv:l � d � � r� r3' is ��, � i� 1 m a7 !2 43 in , . 2- i ram_ 1_}.Flrl.irR..r;r: It u r fior 111,14 1 `` Qj vt � ,40 tM € � I � w r, ICI �n 4 rn tll:r. r .�'� ry �„ ,�• a i I. 4! Q e � . ,, :+ � � a� x" •a : � a� �� �' � xis ," .� r � � :� �?:� � :r. - 'I �: ,� d:: - +�+ /pq.. 1-4 rrl i IL Ul C 8 w, U I ❑•ii I' 49 I �R, it II;jI n P- „9I� fS lu rd r r_ rU U r {F r �'`$ II i 7:1 2 gl CL II} N ry� I1+3 rl I 1= {i la 9 ri II� Q7 ' EL nl rF'hi r'i�ML'M,� a a o a o CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 00 32 15.2 - 0 CONSTRUCTION PROGRESS SCHEDULE — PROGRESS EXAMPLE Page 4 of 4 I END OF SECTION 4 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. Jarrell Initial Issue CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 201$ City Project No. Unit Price Contract, Various Project Numbers 00 32 15.3 - 0 —PROGRESS NARRATIVE Page 1 of 1 SECTION 00 32 15.3 CONSTRUCTION PROJECT SCHEDULE PROGRESS NARRATIVE Reporting Period: Date Issued: Project Name: Company Name: City Project No: Engineer's Project No. - City Project Manager: Engineer's Project Manager: A. List of activities accomplished in the reporting period. 1. (insert text here) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) 13. List of activities to be accomplished in the next reporting period 1. (insert text Mere) 2. (insert text here) 3. (insert text here) 4. (insert text here) 5. (insert text here) 6. (insert text here) C. List any potential delays and provide mitigation actions 1. (insert text here) 2. (insert text here) 3. (insert text here) D. List any actual delays and provide recovery actions 1. (insert text here) 2. (insert text here) 3. (insert text here) City of Fort Worth, Texas Construction Project Schedule Narrative Report for CFW Projects TPW Official Release Date: 7.20.2018 Page 1 of 1 00 32 I5.4 - 0 CONSTRUCTION PROGRESS SCIIEDULE -- SUBMITTAL PROCESS Page I of 7 1 SECTION 00 32 15.4 2 CONSTRUCTION PROJECT SCHEDULE — SUBMITTAL PROCESS 3 PARTI- 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 1 J 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 https.//project oint.buzzsaw.com/client/f`orlworthgov a i 4 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 Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 0032 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 2 of 7 rar' edit Yjew I00h Iter o- _u Add - Cl! . X = x I , [-; 14l 'a. f PmJed � rmimorfhpov m II ,.I 13nasaw uny rh uR�Gi.GCW11 .�i.O yZnnihiPF.l.c'ul.-�as��lll_,: i� .. .� Pul:)m �� uuiui-ndraeeu rN awfay-uuuiuveatn- '..n ell Furls Bid ReSP0DS11 - - C; � Ccros4vution - � [� Cnnsaltanis - -{� Contractor r - � -� Corre pvrbtTte Ganeral Contrart Dowments and 5l - PmjedDraw]ngs -f Public Meetings -] Real Property C� n[BtleS L� 00705 -Urban Villages Central Cluster JE. 21 007C5 - Urban Vli lagea Central Cluster f Crl,T] 00706-Lkilan Wlagen SE duster Berry C2-dg 00706- Lk hail Wages SE Cluster Near ��'� OOA30-Sanitrry Sewer Rehab CaOtrar � L � 00765 -Wiesquite Rd 2004J71M Year 17 - b� Dora-pld�Rnad-�yantavrnn.C;s_' -� 007B -te4my Chi rwl C NJ 00786- Sumer Creek& Sycan S h 007d7-GdnburY Raad- A[tamesa toP rs _ nn- rrs�rI time: G semnds Qnternet: 2 seconds; saver 1 seconds; dent: 3 se nd rndex.xls Fred Griffin 16,3a4 I4mftHnel VJ... 16KB Two files will be uploaded for each submittal. A native schedule file format either Primavera .xer or MS Project .mpp and a PDIi version of the schedule will be uploaded Verify that the file naive contains the 5-digit Project ID, Project Name, and Submittal Date and follows the standard naming convention. Initial schedule submittal will be labeled as `Baseline' for example: 00701-FlaxseedDrainagelmprovements-Baseline . Schedule submittal updates will be labeled with Schedule Submittal Date `Y Y Y Y AM' for example: 00701-FlaxseedDrainagelmprovements-2009_01 Expand or select the Schedules folder and add both the native file and PDF file to the directory. From the Toolbar Select ❑Add Document CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2019 City Project No. Unit Price Contract, Various Project Numbers 1 2 3 4 5 6 7 8 9 10 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTA_L PROCESS Page 3 of 7 ile Edit VieM Tonh help 4 4 I Add + ^rD l5 JYJ o.m.'$ X r% �E`-'% X 1 V0 , Ivlail 0 I v I OF 4 Pmjed foil or I �.___........�... —__... Burlsaw � Note Id ir♦fi:.4i "r :. ��,; � b � - - �F�Grldfb: — �'�j, Z Link V Folder {.1 Bid Forms [�!Jscheduli Did Responses lt] Cuns6ildion Consultants ', Contractor Correspondence p-{ General Contract Damments and Sped I [1 0 Project Draxings f+P M Public Meetings C�0] Real Property I- SchedulesIndex.xls EJ Ublities 00705 - Urhaa Villages Central Cluster SIX F r p � 007a5-Urban Wages Central Cluster Soul pL 007A6- Urban Wages SF Cluster Berry-Wi lil 00706 - Urban Villages SE Cluster Near Cas _ -+-� 00730 -Sanitary Server Rehab Contract LX + til- 00755 - Mesquite Rd 7004 OP Year I &s Ift 00768 - Dirks Road - Bryant Irvin to Granby it, 007M-L6owChanrrd p-A 00766- Summer Creek a Sycamore School v Index.xls FredGiffin tin 16,384 Microsoft Select Browse and go to the location of the files on your desktop. Select Open _ y _ « © Select documents to add to the project web site, You can also add to a Document Register (optional). �Se:lect Orosyse.,. f" induct=.',utnTAC eiternal referenr�s D) cunrents hlra!h Comment - File Name File Location Modif... Size - No;'riraUur• - - ----- 5.co�i Fite. My Race " Documents 141 _.tj�_ f 00 m Add all -pusdop- C c S.-) K, Documents Rr Computer i.� Ply Nalwork Places 4}.! 2My Documents Mindjet hrndMa,ager Pra 7 9. My Computer [MMuslrnotes Player C,'My Network Places ILAdive Projects �Adohe Acrohat8 Professional jBoardingP8s9.pdf Bum CDs E, DVDs 0 Clee Type Tuning jBuz .w 7008 OCool Record Edit Pro :r CH214 HILL VPM Cron wind PMP Exam Sim 7.J 001 ezlld Client eCrystal Report 2008 &Google Earth p"�Dell Quid: Reference Gliide.pdf MHP PhotosmartExpress WDiskD&agmentff &HP Photosmart Premier G,y Free Sound Recorder &HP Solution Center @• FneesoundRecorder.exe wiipassconnect RnLaptopSecurity Tunes foIogin.7PG Microsoft Visio Version 7-0i72Inside 0qA eBook uO- MetMeeting File name: 1 Open Files of type: All Files (`.'j Cancel The file will appear in the Buzzsaw Add to Project — Select Documents window Select Next. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE —SUBMITTAL PROCESS Page 4 of 7 Do not select Finish at this time. <C D Select documents to add to the rrnject wO site. You can also add to a Document Register (opUunalj, Select F.srowseW.., 1— Includ:: i�uto_^.0 +Frn�l r:•terer,� Fs Aoeirreients Attach Comment File Name File Location hlodif.,, Size �00701ffawseedOrainageImprouemen _2009_Oan.xer C!}Documentsand... 117f2,,, 74,250 Send Ema(i ^notification -- ]f Add cry 6r,�urr,cnt F.-a7isr.a. C ridd �ttrfiute-.;, tFie upUaaded File- m [he ,aplu.ad � izard C Sara?nue_ ,mIttnzut ndddino 3itr;butra EarE N-ext> Finish Canrel Help You will be placed into the Attach Comment window to enter a record into the Project Schedule Submittal Log. F Enter the Project ID -Project Name -Submittal in the Subject Line. Type Submittal and Company Name into the Comment window along with Contact Name and Contact Phone Number. . Select Next. s Q Create a comment that becomes the version desciphon and first dfscusslon itr=m for files being added. This step is Optional Select l7onanients )— Add comment to new dlsoassron 49 Attach Ccynrn3enk I II � 1= += ig I I lye ,..41 Send Email subject 00701-Flaxseed➢rainageImprovements-Baseline Notification Baseline Schedule Submittal from 'Company Name' Schedula Submittal from `Company Name for workperfnrmed up to January 31, M09 t Bddc Nutt > I Futlsh Cancel Halp 15 16 CITY OF FORT WORTH Tniffie Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2019 City Project No. Unit Price Contract, Various Project Numbers 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL PROCESS Page 5 of 7 You will be placed into the Send Email Notification window. Select To and the Select Recipients window will appear with a list of Project Contacts. Select the Project Manager as the To Recipient and the Project Controls Group as the Copy Recipient. ff serW cnisJ La nlr,Fr Prm Emen--tea �aeryiny Wem eF tl,e new ar �—d Ffe:. TI- Ffr'p i= oVllo-nd Sclttrooamm,[s - P.O. co,n—n[ ANad, CPmn�cnf V��i:•i�r, i2�,� .�� ...�.-! . °..�J �! e�x•• I11��— _ s,bf=_ar: 1ynbtlqd �.,uer Six F �uerer Saul er eerrvFtro' �r near rps cnnQacl r.x' Year 1 (pec Praleci: Tony S... T.— S... .... 412... Pro... Tl.y S11 T... 8... T .y J.... T... t... Je<... Nu... VIC... To W... T... W.— Tri-.., IV— U.D. H,.. V... H.— 5 &... Ne... Vandal... Z. T... cF... 212... V,GT.— M T... (F... 1/5... Are... ,rlda NlG.., v M... CP... i/S..- Vi-h. ... Y... K..- GF... �13.,. rndY-.. vt... C... CP... N3... De... W[U9nr._ TMll V10 i.— its..- 1.-- CF... i2f... Le... Yv !,e ... Y... F... P91 13/... 2arh F. Z.In" 110- B ... F"' G... EP... 1%1... EF... PrW- III 5h¢Sy_... 5... 5... CH... [nf... �r-1 atember xnfom,audn... _! Reclolznts: TP—; Icy Red GHffin�--- Cc—S I�'PfBSeC[GOnrrolS Teats acc --r ow� cancel fiJp Select the Paste Comment button to copy the Coinment into the body of the email Select Finish. CITY OF FoRtr wORTIT Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHFDULL — SUBMITTAL PROCESS Page 6 of 7 ® Send email to other project members netifyng them of the neav or updated files, THs step is optional Select Documents ......,........ _ ........... ........ _, _......, --"-- Paste comment Attach Comment r[, %, :, fir -SJ. f' r 05end Enlall To— Fred Griffin Notification CC... Pfuje[t Controls Team Subject: pOJpi-FlaxseedDrainageTmprovem!?nis-9aseline Baseline Schedule Submittal from'Company Name' — Contact Name Contact Phone update Schedule Submittal from 'Company Name' for Park performed up to January 31, 2009 ! Contact Name CentactPhone C tack I Ne c I Fmlish cancel Help 1 2 3 The schedule file is uploaded to the directory. An email is sent to the City's Project 4 Manager and Project Control Specialist. 5 6 7 8 9 10 11 12 13 14 Fie Wit YEW Tools help _.._¢ fJ -Add -' Fq rmled la rodwudhguv IWaul-Fiaxse�d nra nape improvemer_i I �� Bid Forms ! �f�ad R�por>r.s consbuc" F1-J C—itants Ll cnn,ractm ..I car wmd°r Fj General ConlractDacu ntsand5pehi Eg? PNJect Drawings Ef Public Meetings E M Real Prep" E} a SdhadcE,, I�l GOT'7lflaxtee�rafl>a9=RnPrWehn ' � Schedules lndex.hds ui;anes 'I:-� doaos-urnan�oosereFntrzl cl ter s�xF ' �L! � 00705-Wrhan Ylfages Cen�lCluslx sou, Ir -1 007C6 - Urban hl .q-SE duller VA 007C6- Urban Slfages SE duZ Wear eas . 00730-Sanitsrq Sewer Rehab Contract LX 03755 - hlsqulie Rd 2004 CIP Year i(Des Q1 007'c8-Aides Road-&yant](Mi to Grarbt 00778-Lebmv Channel v ...._,..... ........ Ir_ i Ful'A i. Vame^-.'...' Avlhw J 5hxe�7yp . ... _-_Lr7 diled gPSrdt_hadoleslrtdex.xls Fred Griffin 15,384 Rcr—RE-11Y .. 11121j2008 S: �h JIB'+ `'.� Aubv Nan... 74,25n XER He 1/8(2009 4:16 Upload the PDP' file using the same guideline. END OF SECTION CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 00 32 15.4 - 0 CONSTRUCTION PROGRESS SCHEDULE — SUBMITTAL, PROCESS Page 7 of 7 Revision Log DATE NAME SUMMARY OF CHANGE July 20, 2018 M. JarreIl Initial Issue CITY OF FORT WORT14 Traffic: Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 20, 2018 City Project No. Unit Price Contract, Various Project Numbers 1 2 3 4 5 6 7 8 9 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 003513-1 CONFLICT OF INTEREST AFFIDAVIT Page 1 of I SECTION 00 35 13 CONFLICT OF INTEREST AFFIDAVIT 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. hq://www.ethics.state.tx.us/forms/CIQ.12df httr)://www.ethics.state.tx.us/firms/CIS.pdf 0 CIQ Form does not apply XO CIQ Form is on file with City Secretary 0 CIQ Form is being provided to the City Secretary 0 CIS Form does not apply 0 CIS Form is on File with City Secretary 0 CIS Form is being provided to the City Secretary BIDDER: EARTC Company 16201 Bratton Ln Address Austin, TX 78728 City/State/Zip By: (Please Print) Signature: - Title: President END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Carlos Reyes (Please Print) Traffic Signal Modifications and Upgrade at Various Locations Through -out the City City Project No. Unit Price Contract, Various Project Numbers Revised March 27, 2012 004100 BID FORM Page 1 of 3 SECTION 00 41 00 BID FORM TO: The Purchasing Manager c/o: The Purchasing Division 200 Texas Street City of Fort Worth, Texas 76102 FOR: Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No.: Unit Price Contract, Various Project Numbers Units/Sections: Unit 1 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 calendar 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 Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Form Revised 20150821 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. None 4. Time of Completion 4.1. The Work will be complete for Final Acceptance within the days specified in each task order. Work shall begin within 5 business days of receipt of task order. Additional days will be granted at the discretion of the City due to inclement weather to complete work orders. Time suspension requests for weather delays will not be required. Weather days will be determined by the Engineering Manager or Designee and will be tracked on a monthly calendar. 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 and/or task order. 5. Attached to this Bid The following documents are attached to and made a part of this Bid: a. This Bid Form, Section 00 41 00 b. Required Bid Bond, Section 00 43 13 issued by a surety meeting the requirements of Paragraph 5.01 of the General Conditions. c. Proposal Form, Section 00 42 43 d. Vendor Compliance to State Law Non Resident Bidder, Section 00 43 37 e. MWBE Forms (optional at time of bid) f. Conflict of Interest Affidavit, Section 00 3513 *If necessary, CIQ or CIS forms are to be provided directly to City Secretary g. Any additional documents that may be required by Section 12 of the Instructions to Bidders f. Total Bid Amount 6.1. Bidder will complete the Work in accordance with the Contract Documents for the following bid amount. In the space provided below, please enter the total bid amount for this project. Only this figure will be read publicly by the City at the bid opening. 6.2. It is understood and agreed by the Bidder in signing this proposal that the total bid amount entered below is subject to verification and/or modification by multiplying the unit bid prices for each pay item by the respective estimated quantities shown in this proposal and then totaling all of the extended amounts. 6.3. Total Bid CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Form Revised 20150821 Y. Bid Submittal This Bid is submitted on Respectfully submitted, By: nature) _LAWS Ft+ (Printed Name) Title: President Company:,. Address: 18201 &aiiar� ttl Auslin, 'rx n-7-)a State of Incorporation: Email: .carl+s.Eey._ ., . Phone: {�1A END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20150821 00 41 00 BID FORM Page 3 of 3 by the entity named below. Receipt is acknowledged of the following Addenda: Initial Addendum No. 1: CR Addendum No. 2: Addendum No. 3: Addendum No. 4: Corporate Seal: 16201 Bratton Lane Building iomorrow`s Austin, TX 78728 Bill u5b ucture Toddy. 0: (512) 218-4200 F: (612) 2184201 SIDDER'S APPLICATION CITY OF FORT WORTH TPWD DATE: 2/21 /2019 PROPOSAL Q19004 UNIT PRICE BID REP PROJECT SECTION 00 42 43 PROPOSAL FORM CR TRAFFIC SIGNAL MODIFICATIONS AND UPGRADE AT VARIOUS LOCATIONS THROUGH -OUT THE CITY BID ITCM No, DESCRIPTION UNIT OF MCA+ LURE MI] GUAp717Y I uNi°r PRICE TOTAL f�.Ba 2 0135.0102 Railroad Flagmen WO 5 $ 1,360.22 5%751.i0 3 0241.0100 Remove Sidewalk Sf li6ia 3 4.60 $2,260.00 4 9999.0001 Install Cone Sidewalk sr- EA .I000 1 $ S &619 487,i$7 0,600.00 $487.57 5 9999.0002 Remove Step 6 9999.0003 Install Step EA 1 $ 699.00 $698,00 7 3213.0501 Barrier Free Ramp, Type R-1 EA 10 $ 2500.00 $26,000.00 8 3213.0502 Barrier Free Ramp, Type U-1 EA 10 $ 2,050.0b p9,540.00 9 3213.0503 Barrier Free Ramp,Type M-1 EX 10 $ 2,504.00 $25,000.00 10 3213.0504 Barrier Free Ramp, Type M-2 EA 10 S 21300,00 $25,000.00 11 3213.0505 Barrier Free Ramp,Type M-3 EA 10 ; 2,500100 05,000.00 12 3213.0506 Barrier Free Ramp, Type P-1 EA 10 S 2,a00.04 $25,040,00 13 3213.0507 Barrier Free Ramp, Type P-2 EA 10 $ 2.500.00 .$26,000.00 14 3213.0508 Barrier Free Ramp, Type C-1 EA 10 S Z600.00 $26,000,GG 15 3213.0509 Barrier Free Ramp, Type C-2 EA EA 10 16 i 5 2,8Qa,00 2A(M-04 $26,000.00 6,000.0tl 16 3213.0610 Barrier Free Ramp, Type C-3 17 9999.0004 TxDOT Ped Curb Ramp(TY 1,2,3,5,6,7,10,20,21,22) EA 10 $ 2,022100 $20.220,00 18 0241.0300 Remove ADA Ramp EA 20 $ 450.00 $B4O04.00 19 9999.0005 Various Thickness Cone Pvmt SY 101} $ 110153.90 $18.600,00 20 9999.0006 Remove Various Thickness Cone Pvmt SY 100 $ 25.00 $2,500.0 21 9999.0007 Var€ous Thickness Cone Pvmt HES SY 6 3 120.46 "GG104 22 9999.0008 Remove Various Thickness Cone Pvmt HES 5Y 40 a 30.01a $1,204.00 23 9999.0009 Various Thickness Flexible Base,Type A,Gr-1 SY 60 $ 49.00 $2.450,00 24 9999.0010 Remove Various Thickness Flexible Base,Type A,Gr-1 SY g0 $ 15.0076Q QQ 25 9999.0011 Various Thickness & Types Asphalt Pavement SY 2 $ 32-01) $84,00 26 0241.1100 Remove Asphalt Pvmt SY 20 $ 41,W SB20.00 27 0241.1200 Remove Brick Pvmt SY 10 $ B.60 $80,00 28 9999.0012 Various Thickness Cone Curb & Gutter(12"Width) LF 90 $ 42.90 $2,578.80 29 9999.0013 Various Thickness Cone Curb & Gutter(18"Width) LF 60 $ 4&60 $2,910.00 30 9999.0014 Various Thickness Cone Curb & Gutter(24"Width) LF LF EA 60 6 6 b S 68.22 19.04 4,500AC K083.20 $90.00 522,600.00 31 0241.1300 Remove Cone Curb & Gutter 32 2605.0111 FurnishiInstall Efec Sery Pedestal 33 9999.0015 Remove Elec Sery Pedestal EA G G80.11G $3,400.00 34 2605.0112 Install Elec Sery Pedestal EA 5 956.00 54,275.00 35 2605.0121 Furnishlinstall Elec Sery Pole Mnt EA 2 $ 2.2550.00 E4AW,00 36 9999.0016 Remove Elec Sery Pole Mnt EA 2 S 3[3e.D4 $734.00 37 2605.0122 Install Elec Sery Pole Mnt EA 1 2 $ 5F]5.flD $1,170,10 38 2605.3001 1 114" CONDT PVC SCH 80(T)(Furnish & Install) LF 100 S 20 $720.00 39 2605.3002 1 114"CONDT PVC SCH 80(B)(Furnish & Install) LF 11tD I $ 12,1?0 51,200_00 40 2605.3006 1 112"CONDT PVC SCH 80(T)(Furnish & Install) LF 1fl0 $ 9.00 $00.00 41 2605.3007 1 112"CONDT PVC SCH 80(B)(Furnish & Install) LF 100 S 12.00 $4100100 42 2605.3015 2" CONDT PVC SCH 80(T)(Furnish & Install) L✓= ROD 9-00 M400.00 43 44 45 46 47 48 49 2605.3016 2" CONDT PVC SCH 80(B)(Furnish& Install) 2605.3025 3"CONDT PVC SCH 80(T)(Furnish & Install) 2605.3026 3" CONDT PVC SCH 80(B)(Furnish & Install) 2605.3033 4"CONDT PVC SCH 80(T)(Furnish & Install) 2605.3034 4"CONDT PVC SCH 80(B)(Furnish & Install) 2605.6001 Multi -Duct Conduit (Furnish & Install) 9999.0017 Remove Conduit (Ali Types) LF LF 1_F LF I.F LF LF no iflOD 1000 400 1110 100 100 $ $ S $ $ $ $ 115,00 12.00 18,D0 14.50 10.00 16.20 1.00 $9,0M00 $12,000.00 #18,000.00 $%500.00 31,800A0 $1,820.00 $100.00 50 3217.0001 4"SLD Pvmt Marking HAS(W)(Furnish & Install) LF 600 $ 1.45 SMA0 51 3217.0002 4"SLD Pvmt Marking HAS(Y)(Furnish & Install) LF 40D $ 1.46 52 3217.0003 4"BRK Pvmt Marking HAS(W)(Furnish & Install) LF 4017 $ i.45 $$40,00 53 3217.0004 4"BRK Pvmt Marking HAS(Y)(Furnish & Install) LF 200 $ 1.9S W6.00 54 3217.0005 4"DOT Pvmt Marking HAS(W)(Furnish & Install) LF 200 $ 1.65 $330,00 55 3217.0006 4"DOT Pvmt Marking HAS(Y)(Furnish & Install) LF 20D $ 1.85 $330.00 56 3217.0201 8"SLD Pvmt Marking HAS(W)(Furnish & Install) LF 400 $ 2AD 31,120,00 57 3217.0202 8"SLD Pvmt Marking HAS(Y)(Furnish & install) LF 200 $ 2:80 $560.1)0 58 9999.0018 18" Yield Triangles (Furnish & Install) EA .1 $ 280.00 $290,00 59 3217.0301 12"SLD Pvmt Marking HAE(W)(Furnish & Install) LF 200 $ 5.10 60 3217.0302 12"SLD Pvmt Marking HAE(Y)(Furnish & Install) LF 2(m $ 4.10 $UM00 61 3217.0501 24"SLD Pvmt Marking HAE(W)(Furnish & Install) LF 200 $ 12.25 $Z4¢0-Od 62 9999.0019 Remove Pavement Markings (All Widths) LF 4DO 3.6i7 $1.5w.00 63 3217.1001 Lane Legend RR (Furnish & Install) 1-A 4 $ 472.90 S1,890-00 64 3217.4401 Remove Lane Legend RR d $ 81.00 $324.00 65 3217.1002 Lane Legend Arrow (Furnish & Install) EA 4 S 935.0o $540.00 66 67 68 69 3217.4402 Remove Lane Legend Arrow 3217.1003 Lane Legend DBL Arrow (Furnish & Install) 3217.4403 Remove Lane Legend DBL Arrow 3217.1004 Lane Legend Only (furnish & Install) EA EA EA EA 6 4 4 d 3 $ $ 58.60 184.00 6110D 160.00 S351.0a $720.00 .$244A0 '57720,00 70 3217.4404 Remove Lane Legend Only EA 4 S 61A0 $244.00 71 9999.0020 Lane Legend Yield(Furnish & Install) EA 2 $ 18&00 $3MAD 72 3217.2001 Raised Marker TY W (Furnish & Install) EA 100 $ 6.SD $6W100 73 74 75 76 77 3217.2002 Raised Marker TY Y (Furnish & Install) 3217.2101 REFL Raised Marker TY I -A (Furnish & Install) 3217.2102 REFL Raised Marker TY I-C (furnish & Install) 3217.2103 REFL Raised Marker TY II-A-A(furnish & Install) 3217.2104 REFL Raised Marker TY II-C-R(Furnish & Install) EA EA EA EA EA 100 100 100 100 100 $ $ $ S S 9.9ir 5.90 5.90 5.90 S.90 5590.a8 $690.00 $6i90-00 $SSO,00 $590.00 78 3217.3001 Raised Marker,Work zone (Furnish & Install) EA IN $ 2A0- $ &DO 79 3217.4307 Remove Raised Marker EA Cite $ 4.00 $600.00 80 3305.0103 Exploratory Excavation of Existing Utilities EA I DO $ 270.00 $27.000.00 81 3441.1001 Furnish & Install 3-Sect Signal Head Assmbly wlor w/o Bimodal Lens EA NU S 5 1,1 s2.00 3o�.ffo S2 57,800,00 590,00O.U0 82 9999.0021 Install 3-Sect Signal Head Assmbly FA 300 83 3441.1002 Furnish & Install 4-Sect Signal Head Assmbly EA 14 S 1,d,�F_fla $i4,?4,Op 84 9999.0022 install 4-Sect Signal Head Assmbly EA 10 $ 390.01D S3,000.00 85 3441.1003 Furnish and Install 5-Sect Signal Head Assmbly(Dog- House or Vertical EA 50 $ 1 6g7 00 $84,360 00 86 9999.0023 Install 5-Sect Signal Head Assmbly EA 60 S 400,00 $2i},000.00 87 9999.0024 Remove Signal Head (3-Seet,4-Sect, or 5-Sect) EA 380 $ $ $ 98.00 287.00 587AO $38, W.00 $2,874.04 "17,400.00 88 3441.1005 Furnish & Install 1-Section Signal Head Assy EA 10 89 3441.1011 Furnish & Install Ped Signal Head Assmbly EA 200 90 9999.0025 Remove Ped Signal Head Assmbly EA 200 $ 5 76.00 198,00 $15,000.00 "9.600.00 91 9999.0026 Install Ped Signal Head Assmbly EA 200 92 3441.1012 Furnish & Install Ped Signal Head Retrofit EA 40 5 260.81) $10,000.00 93 3441.1021 Furnish & Install 2"Ped Push BTN Station W1Sign EA 20 207.00 $6,744,00 94 9999.0027 Remove 2"Ped Push BTN Station WlSign EA 20 $ $ $ $ 70.00 98AO 898 0 70.Ofl $7,400.00 $1,960.00 $35 520 00 $3,AQ0.40 95 9999.0028 Install 2" Ped Push BTN Station WlSign EA 20 96 3441.1031 Furnish & Install Audible Pedestrian Pushbutton EA 40 Station 97 9999.0029 Remove Audible Pedestrian Pushbutton Station EA 4D 98 9999.0030 Install Audible Pedestrian Pushbutton Station , EA ail $ E?21.S10 53;920.04 99 3441.1209 Furnishllnstall BBU System EXT Mounted EA 4 $ 7,227.54 S28,890.04 100 3441.1212 Install BBU System EXT Mounted EA 4 $ 81 D.010 $3,M.00 101 3441.1210 Furnishllnstall BBU System Stand Alone EA 4 $ 1,222,50 $28;898.00 102 9999.0031 Furnishllnstall Internal BBU System EA 5 7,900-00 MEMO 103 9999.0032Install Internal BBU System EA 5 # 980.00 84,9QO,G0 104 9999.0033 Remove BBU System EA 5 : 150-00 3760,o0 105 3441.1215 Furnishllnstall Hybrid Detection System APR 40 $ 7,066.00 $282r840.00 106 3441.1216 Install Hybrid Detection System APR 40 a 67&00 $27.000,00 107 3441.1230 Furnishllnstall Radar Presence Detection Device APR 4 $ 5.980.00 $23.920100 108 3441.1232 Install Radar Presence Detection Device APR 4 $ 270.00 $1.000.00 109 3441.1231 Furnishllnstall Radar Advance Detection Device APR 4 $ 5,980,00 $23, ZDA 110 3441.1233 Install Radar Advance Detection Device APR 4 5 270-00 $+11060.015 111 9999.0034 Remove Detection Equipment (Various Types) EA 40 98101} $3.920.00 112 3"1.1217 Furnishllnstall Hybrid Detection Cable LF 580 $ 2.20 $1,32010p 113 3441.1218 install Hybrid Detection Cable LF 600 1.00 $fi00,00 114 3441.1234 Furnishlinstall Radar Cable LF 4 $ 3AO. $12,00 115 3441.1235 Install Radar Cable LF 4 ; 6 1.00 1.522.00 $16,22100 116 3441.1220 Furnish/Install Model 711 Preemption Detector CA 10 117 3441.1222Install Model711 Preemption Detector EA 14) $ 160.00 $1,600AQ 118 3441.1221 Furnishllnstall Model712 Preemption Detector EA 110 $ 1,07.00 415,670.00 119 3441.1223Install Model 712 Preemption Detector EA 10 150.a0 $115D0.011 120 3441.1226 Furnish/Install Model 722 Preemption Detector EA 10 ir622_00 $16,220A0 121 3441.1227Install Model 722 Preemption Detector l=A tD $ 1517.0{7 $i1,60 ,00 122 9999.0035 Remove Preemption Equipment (Various Types) Elk 10 j 5 .i 98.00 $9gi).00 &,­ A. eno *sea 124 3441.1225 Install Preemption Cable LF 600 $ U7 1 522.00 125 3441.1301 Loop Detector Sawcut L. F a n o s 11-00 $3,200,08 126 9999.0036 FurnishlInstall Communication Modem (Complete FA in c 1.99100 5 9,980 00 Installation) 127 9999.0037 Remove Communication Modem (Complete System) f=A It] s 220.00. $21MMM 128 9999.0038 Install Communication Modem (Complete Installation) EA To 357.00 $9;IiT0 0p 129 9999.0039 FurnishlInstall PTZ Camera (Complete Installation) EA. 1 D $ 3,522_110 $JI9.22G.fl0 130 9999.0040 Remove PTZ Camera (Complete System) EA 10 25100 92,500.00. 131 9999.0041 Install PTZ Camera (Complete Installation) FA 10 5 gBil- }0 $9,ix00m 132 3441.1309 21C 12 AWG Multi-Coductor Cable (Furnish & Install) LF 400 $ 1_25 5500.00 133 9999.0042 21C 12 AWG Multi -Conductor Cable (Install) LF 400 $ 0-87 $346.00 134 3441.1311 51C 14 AWG Multi -Conductor Cable (Furnish & Install) LF 600 $ 1.49 $814.00 135 9999.0043 51C 14 AWG Multi -Conductor Cable (Install) LF 600 $ 0.87 $522.00 136 3441.1312 71C 14 AWG Multi -Conductor Cable (Furnish & Install) LF 400 1.70 "110.00 137 9999.0044 71C 14 AWG Multi -Conductor Cable (Install) Ll 400 $ 0,87 $M.00 138 3441.1315 201C 14 AWG Multi -Conductor Cable (Furnish & Install) t_F 1 O114 $ 2,1 * 62r800.00 139 9999.0045 201C 14 AWG Multi -Conductor Cable (Install) LF 1000 O.E7 $870.0 140 3441.1318 121C 14 AWG Multi -Conductor Cable (Furnish & Install) LF 300 $ 2.17 #r OIAO 141 9999.0046 121C 14 AWG Multi -Conductor Cable (Install) LF d00 $ 0.87 $261,00 142 9999.0047 161C 14 AWG Multi -Conductor Cable (Furnish & Install) LF 30D $ Z 59 $7TT.00 143 9999.0048 161C 14 AWG Multi -Conductor Cable (Install) LF 300 3 0.87 $261.00 144 3441.1322 31C 14 AWG Multi -Conductor Cable (Furnish & Install } LF 1000 $ 1.20 $1.290.00 145 9999-0049 31C 14 AWG Multi -Conductor Cable (Install) LF 1000 $ 0.8.7 $870.00 146 3441.1401 No 4 Triplex OH Insulated Elec Condr (Furnish & LF 2w 2.10 3420.W Install) 147 9999.0050 No 4 Triplex OH Insulated Elec Condr (Install) LF 200 S 0.07 $174.00 148 3441.1402 No 6 Duplex OH Insulated Elec Condr (Furnish & LF 200 1.56 011).09 Install) 149 9999.0051 No 6 Duplex OH Insulated Elec Condr (Install) LF 200 3 0.87 $174,00 150 3441.1403 No 6 Triplex OH Insulated Elec Condr (Furnish & LF 200 S 1.35 $270.00 Install) 151 9999.0052 No 6 Triplex OH Insulated Elec Condr ( Install) LF 200 S 197 $1174.00 152 3441.1404 No 1 Insulated Elec Condr (Furnish & Install) LF Zoo $ 2A7 $574.00 153 9999.0053 No 1 Insulated Elec Condr (Install) LF 200 $ 0.07 $474,00 154 3441.1405 No 2 Insulated Elec Condr (Furnish & Install) LF 200 $ 2.68 $536,00 155 9999.0054 No 2 Insulated Elec Condr (Install) �F 200 $ 0.87 $174.00 156 3441.1406 No 3 Insulated Elec Condr (Furnish & Install) LF 200 S 2.59 $516.00 157 9999.0055 No 3 Insulated Elec Condr (Install) LF 200 $ 0.87 $174.00 158 3441.1407 No 4 Insulated Elec Condr (Furnish & Install) LF 200 5 1.98 $3w.00 169 9999.0056 No 4 Insulated Elec Condr (Install) LF 200 $ 0.07 $174.00 160 3441.1408 No 6 Insulated Elec Condr (Furnish & Install) LF 500 $ 1,07 $9".00 161 9999.0057 No 6 Insulated Elec Condr ( Install) LF 500 $ 0,S7 $435.0t) 162 3441.1409 No 8 Insulated Elec Condr (Furnish & Install) LF M $ 116EI $110011,00 163 9999.0058 No 8 Insulated Elec Condr (Install) LF 600 5 0-87 $572-011 164 3441.1410 No 10 Insulated Elec Condr (Furnish & Install } LF 100 5 0.98 $00,00 165 9999.0059 No 10 Insulated Elec Condr ( Install) LF 100 $ 0.87 $87.00 166 3441.1413 No 6 Bare Elec Condr SLD ( Furnish & Install) LF 200 $ 1187 $374.00 167 9999.0060 No 6 Bare Elec Condr SLD (Install) LF 200 $ 0187 $174,00 168 3441.1414 No 8 Bare Elec Condr SLD (Furnish & Install) LF 544 S 1.613 $840.00 169 9999.0061 No 8 Bare Elec Condr (Install) LF 500 $ 0.87 $436.00. 170 9999.0062 Removal of Signal Cables LF 1000 $ 0.87 SUOL0O 171 3441.1502 Ground Box Type B,wlApron (Furnish & Install) EA 20 $ 966.00 $17,3+;1>I.00 172 3441.1503 Ground Box Type D,wlApron ( Furnish & Install) EA 20 $ 988,00 9.32.0,00 173 3441.1604 Ground Box Type AS (TxDOT),wlApron (Furnish & EA 20 $ 2,861 40 i ,2+2#2 AI0 Install ) 174 3441.1505 Ground Box Type DS (TXDDT),wlApron (Furnish & EA 4 $ 4,Op7 �Q �16,436 00 Install) 175 9999.0063 Remove Ground Box (All Types) EA 64 $ 322.00 $201808,00 176 9999.0064 Install Ground Box (All Types) EA 64 $ b ZOO $33,409.00 177 9999.0065 Furnishllnstall 5' Pedestrian Pale EA 10 $ 1.687.00 $+16.870.00 178 9999.0066 Install 5' Pedestrian Pole EA 110 5 422.00 $4,220.OD 179 9999.0067 Furnish/Install 10'- 20' Ped Pole Assmbly 'EA 10 $ 990.00 0.880.0Q 180 9999.0068 Install 10'-20' Ped Pole Assmbly 15A 10 $ 49&00 34,980.04 181 9999.0069 Remove Ped Pale (Various Types) EA 10 $ 6E7.00 86,070.00 182 3441.1611 Furnish/Install Type 41 Signal Pole EA 15 $ 3,1137,00 660,902.00 183 3441.1612 Furnishllnstall Type 42 Signal Pole EA 16 $ 3,187.100 .$50,892.00 184 3441.1613 Furnishllnstall Type 43 Signal Pole SA 16 5 3,998.00 sB3,968.o0 185 3441.1614 Furnishllnstall Type 44 Signal Pole EA tb $ 3.687.00 $58,992.OQ 186 3441.1615 Furnish/Install Type 45 Signal Pole EA 15 $ F.488.[)D $87,480.00 187 3441.1616 Furnishllnstall Type 46 Signal Pole EA 16 5 519fl�.i�4 S6*v1969.00 188 9999.0070 Remove Signal Pole (Various Types) E4 16 $ 587.110 $9,302.00 189 9999.0071 Furnishllnstall Strain Pole EA 5 5 4,222,00 521,114.00 190 9999.0072 Install Strain Pole EA 5 $ 967.40 '$4,035.00 191 9999.0073 Remove Strain Pole EA 5 $ $57-00 $2,$3&00 192 3441.1623 Furnishllnstall Mast Arm 16'-36' EA 16 3 2,Q2.110 $38,762AD 193 3441.16261n5tall Mast Arm 16'-36' EA 1e S 598.00 $9,598.00 194 3441.1624 Furnishllnstall Mast Arm 40'-48' EA 16 3 3,422.00 $84,752.00 195 3441.1627 Install Mast Arm 40'-48' EA 16 $ I#86.00 $14.360,00 196 3441A625 Furnishllnstall Mast Arm 52'-60' EA 16 S 6,222.00 $83,$52,00 197 3441.1628 Install Mast Arm 52'-60' EA 16 $ B98,130 814,368.00 198 9999.0074 Remove Mast Arm (Various Types) EA 16 $ 898,0D $14,30,00 199 9999.0075 DIsposelSalvage Pole & Mast Arm Assembly EA 4 S 1,900.00 $7,600.00 200 9999.0076 Furnishllnstall Cantilever Arm EA 10 $ 11200,00 $12.000.00 201 9999.0077 Install Cantilever Arm EA 10 $ 300.00 $3,000.00 202 9999.0078 Remove Cantilever Arm EA 10 $ 300,00 $3,000.00 203 3441.1701 TY 1 Signal Foundation (Furnish & Install) EA 20 $ 898,00 617r,960.00 204 3441.1702 TY 2 Signal Foundation (Furnish & Install) EA 20 $ 990.00 $19,960.00 206 3441.1703 TY 3 Signal Foundation (Furnish & Install) EA 20 $ 2,522.00 $50,440.00 206 3441.1704 TY 4 Signal Foundation (Furnish & Install) EA 20 S 3,122,00 $52AO-00 207 3441.1705 TY 5 Signal Foundation (Furnish & Install) E,4 20 $ 3,188,00 $fi3,950.00 2 $ 822.00 �0.Q0 $0.00 $4,644.00 210 9999.0080 Spread Footing Foundation (3'x3'x2') For Pedestal EA Poles(Furnlsh & Install) 211 9999.0081 Spread Footing Foundation (4'x4'x2')For Pedestal Poles 1=A 2 1,0913 $7,1f1'6.00 (Furnish & Install) 20 $ Ii91; 00 $17.960,00 212 9999.0082 Remove Pole Foundation EA 213 9999.0083 FurnishiInstall Prefab PELCO Anchor Foundation(or E4 20 $ 1,200.00 524.000.05 Approved Equivalent) 214 9999.0084 Remove Prefab PELCO Anchor Foundation(or ESA 20 $ 598,00 $11 r8w,00 Approved Equivalent) 20 S 887.0 17,740 00 215 9999.0085 Install Prefab PELCO Anchor Foundation(or Approved EA Equivalent) 0 7 1r) $ $ $ 2,626-00 3,380.0o 3'0 oo #28,260.00 $6.720.00 $3' moo 216 3441.1713 Signal Cabinet Foundation-352i (Furnish & Install) EA 217 3441.1714 Signal Cabinet Foundation-3501(Furnish & Install) EA 9999.0086 Signal Cabinet Foundation-352i One Ground Box 218 (Including Elec Sery Pedestal)(Furnish & Install) 219 9999.0087 Signal Cabinet Foundation-3521 Two Ground EA 10 5 3,987 00 $0,$7&00 Box(Including Elec Sery Pedestal) (Furnish & Install) 220 9999.0088 Remove Cabinet Foundation !rA 10 $ 1,160.00 }17,990A0 LLl J'FY 1. 1 lLJ 1115LU11 •;1U1101 �QVIIIVLI1 VIV m1. 1 r- L 4 q, UUMOU *O Uuw.L 222 3441.1724Install Signal Cabinet,Ground MNT EA 71] S 1,122.00 $1rt,220.00 223 3441.1725 Furnishlinstall ATC Signal Controller EA 2 $ 3,787,40 $7,674M 224 3441.1771 FurnishlInstall 120-240 Volt Single Phase Metered EA 2 $ 1,022 00 $3,24&W Pedestal 225 9999.0089 Remove 120-240 Volt Signal Phase Metered Pedestal EA 2 $ 3&8.00 $73&W 226 9999.0090 Install 120-240 Volt Signal Phase Metered Pedestal Ell 2 6 895.00 $11740.00 227 3441.1772 Furnish/Install 240-480 Volt Single Phase Transocket CA 2 S G 287 00 $112,674.U8 Metered Pedestal 228 9999.0091 Remove 240-480 Volt Single Phase Transocket Metered EA 2 $ 888.0Q $1,706.00 Pedestal 2 $ t,62Y,U4 $31944,00 229 9999.0092 Install 240-480 Volt Single Phase Transocket Metered E-A Pedestal 2 4,322 00 $8.644.00 230 3441.1801 Advanced Warning Flasher Assmbly (ELEC) (Furnish & EA Install) 231 9999.0093 Remove Advanced Warning Flasher Assmbly(ELEC) EA 2 $ 322-D1) U44.00 232 9999.0094 Install Advanced Warning Flasher Assmbly(ELEC) EA 2 $ 19&7.lyp $1.374,00 233 3441.1802 Advanced Warning Flasher Assmbiy (Solar) (Furnish & EA 2 ; 6X2 00 $12,s44 00 Install) 234 9999.0095 Remove Advanced Warning Flasher Assmbly (Solar) FA 2 322.00 $84400 235 9999.0096 Install Advanced Warning Flasher Assmbly(Solar) EA 2 e98.00 ;l,796.00 236 3441.1806 Roadside Flashing Beacon Assembly (AC) (Furnish & install) EA 2 4 922 00' Sa fi4d 00 237 9999.0097 Remove Roadside Flashing Beacon Assembly(AC) EA 2 $ 322,00 U44.09 238 9999.0098 Install Roadside Flashing Beacon Assembly (AC) EA 2 $ 1,300.OQ $2,600.00 239 3441.1807 Roadside Flashing Beacon Assembly (Solar)(Furnish & install) F-A 2 $ 8,322 00 S12,644.00 240 9999.0099 Remove Roadside Flashing Beacon Assmbly(Solar) EA 2 $ 1,3+00.00 $2,6 0.00 241 9999.0100 Install Roadside Flashing Beacon Assmbly(Solar) EA 2 #r 2,300,00 $4,60 -00 242 3441.1831 School Zone Flasher Assembly(Solar)(Furnish & Install) EA 10 $ 13,77900 $137,760,00 243 3"1.1935 Remove School Zone Flashing Assmbly (Solar) EA 10 $ 400,00 $4,000.40 244 9999.0101 Install School Zone Flasher Assmbly(Solar) EA 10 3 2,700,00 M000.00 245 3441.1833 Relocate School Zone Flashing Assmbly(Solar) 9999.0102 Furnishiinstall School Zone Flashing Asmbly(AC) i'eA EA 10 10 $ 5 7,422.00 11,300,00 $24,220.00 81131000.00 246 247 3441.1834 Remove School Zone Flashing Assmbly (AC) EA 10 $ 404,Q0 $4,000,0 248 9999.0103 Install School Zone Flashing Assembly (AC) EA 10 $ 1,000:04 $18.000.04 249 3441.1832 Relocate School Zone Flashing Assembly(AC) EA 10 $ 21300.00 $23,000.00 250 3441.1840 RRFB Assmbly Single Sided (AC)(Furnish&Install) EA 4 $ 7,100.00 $26,400.04 251 3441.1848 Remove RRFB Assembly Single Sided (AC) 3441.1841 RRFB Assembly Single Sided (Solar) (Furnish & Install) FA EA 4 4 $ $ 200.00 7.610.00 $800.00 $30,600,00 252 253 3441.1849 Remove RRFB Assembly Single Sided (Solar) CA 4 $ 300.00 $1,21)0.00 254 3441.1845 Relocate RRFB Assembly Single Sided (Solar) EA 4 $ 1,674.00 SB,$916.00 266 3441.1842 RRFB Assembly Double Sided (AC)(Furnish & install) EA d # 7,659.00 $30,638.110 256 3441.1850 Remove RRFB Assembly Double Sided (AC) EA 4 $ 200.00 $ OAO 257 3441.1846 Relocate RRFB Assembly Double Sided (AC) 3441.1843 RRFB Assembly Double Sided (Soiar)(Furnish & Install) 3441.1851 Remove RRFB Assembly Double Sided (Solar) 9999.0104 Furnishlinstall Pedestrian Hybrid Beacon 9999.0105Install Pedestrian Hybrid Beacon 9999.0106 Dispose/Salvage Traffic Signal Elk EA Elk EA EA LS 4 4 4 26 26 10 $ $ $ $ # $ 1,67�LA0 7,740,00 20D.00 1.800,00 250.00 2,650.00 $6,696,00 $30,960.00 $800.00 $46,WD-00 $6,800100 $23,500-00 258 259 260 261 262 263 3441.3011 Span Wire 3116" (Furnish & Install) LI 5o0 $ 1.83 S1940.00 264 3441.3012 Span Wire 114" (Furnish & Install) L 1- 6l}0 $ 1.80 $040-00 265 3441.3013 Span Wire 5116" (Furnish & Install) Lf 500 $ 1.88 $040.00 266 3441.3014 Span Wire 318" (Furnish & Install) LF 500 S 2.98 $1,00,00 267 3441.3051 Furnishlinstall LED Lighting Fixture(137wattATB2 Cobra Head) I<A 40 $ 44040 $17,600.00 268 3441.3110Install Lighting Fixture EA 40 $ 115.00 k$00.00 269 3441.3323 Furnishlinstall 8' Woad Light Pole Arm EA .I $ 30U.00 SI 00.00. 270 9999.0107 Install Street Light Arm (City Furnished) EA 243 $ 20q.110 $4,omm 271 3441.3331 30' Timber Pole CL 2 (Furnish & Install } FA 4 $ 1.1011.00 $4,400,00. 272 9999.0108 30' Timber Pole CL 2 (Install) E�A 4 5 5011.0D $2,000.08 273 3441.3332 35' Timber Pole CL 2 (Furnish & Install) PEA EA EA EA 4 4 4 4 $ 1,200.00 600.00 1,300.00 6017.41a $4.000.00 $2,000.00 $5,280.00 $2,400,00 274 9999.0109 35' Timber Pole CL 2 (Install) 275 3441.3333 40' Timber Pole CL 2 (Furnish & Install) 276 9999.0110 40' Timber Pole CL 2 (Install) 277 3441.3334 50' Timber Pole CL 2 (Furnish & Install) EA t # K,gba_aU $7,600.Oi} 278 9999.0111 5071mber Pole CL 2 (Install) EA 4 750.g0 $3,000.130 279 3441.3401 6-6-6 Triplex Alum Elec Conductor (Furnish & Install) LF 2 S 1_45 $2.20 280 3441,3404 2-2-2-4 Quadplex Alum Elec Conductor(Furnish & Install) LF LF E4 LA SF 5 r SF EA 2 2 2 i0 10 1 D 10 2 $ 3 3 3 3 3 $ 7 3$ 3 22 9B.00 387,00 622,00 300.00 222.00 617.00 $4.76 S186,00, 43 d76A0 $8,220,00 $3,DOD.00 $2;220.00 61FA OO 281 3441.3405 110-110-110-2 Quadplex Alum Elec Conductor (Furnish & Install 282 3441.3411 Reconnect Conductor (Splice) 283 3441.4003 FurnishlInstall Alum Sign Ground Mount City Std. 284 9999.0112 FurnishAnstall Alum Sign Mast Arm Mount (Metro Sign) 285 9999.0113 Install Alum Sign Mast Arm Mount (Metro Sign) 286 9999.0114 FurnishiInstall Alum Sign Ex. Pole Mount 287 9999.0115 TxDOT Sign & Support-TY 1OBWG (1)SA (P)(Furnish & Install) 288 9999.0116 TxDOT Sign & Support - TY 1OBWG (1)SA (T) (Furnish & Install) EA 2 '112 00 $1 424 tl0 289 9999.0117 TxDOT Sign & Support - TY IOBWG (1)SA (U) (Furnish & Install) EA g S 790 00 $1,6E*.DO 290 9999.0118 TxDOT Sign & Support - TY S80 (1) SA (P) (Furnish & Install) EA 2 S 712 01] $1,424 00 291 9999.0119 Txl3OT Sign & Support -TY S80 (1) SA (T) (Furnish & Install) EA 2 5 712.00 ",424.00 292 9999.0120 TxDOT Sign & Support - TY S80 (1) SA (U) (Furnish & Install) EA 2 # 750JM $i,690.00 293 3441.4108 Remove Sign Panel & Post EA 111 $ 80.00 $84W39 294 9999.0121 Remove Metro Sign EA #0 $ 1 S0.O0 $1,500.00 295 9999.0122 Install Metro Sign (on Mast Arm or Cantilever or Span wire) EA 10 aoma $3,0MOO 296 9999.0123 Replace Metro Sign (on Mast Arm or Cantilever or Span Wire) FA 10 45000 $4,500 00 297 9999.0124 Install Sign (Traffic Sign or Metro Sign) SF 20 $ 300_00 $61000.D0 298 9999.0125 Remove Sign( Traffic Sign or Metro Sign) SF 20 $ 154.DO 43,ODD,110 299 9999.0126 Drill Shaft (TRF SIG POLE)(24 IN) (Furnish & Install) EA 10 S 9$$,00 $000,00 300 9999.0127 Drill Shaft (TRF Sig Pole) (30 IN) (Furnish & Install) EA 11) $ 2,420.00 $24,200.00 301 9999.0128 Drill Shaft (TRF Sig Pole)(36 IN) (Furnish & Install) EA 10 S 3,S2.2.110 $22,220.00 302 9999.0129 Drill Shaft (TRF Sig Pole)(42 IN)(Furnish & Install) EA 10 8 4,680,00 $46,800.0+0 303 9999.0130 Drill Shaft (TRF Sig Pole)(481N)(Furnish & Install) E14 10 $ 13,022,00 $00,220.00 304 9999.0131 INS TRF Sig PL AM (S)1 ARM(20')(Furnish & Install) BA TO $ 4,303,00 446,980.00 305 9999.0132 INS TRF Sig PL AM (S)1 ARM (20')LUM (Furnish & EA 10 S ,,L $55,000.00 Install) 306 9999.0133 INS TRF Sig PL AM (S)1 ARM (24') (Furnish & Install) EA 10 $ 4,660.00 "6500.00 307 9999.0134 INS TRF Sig PL AM (S) 1 ARM (24')LUM (Furnish & EA 10 S 5,800 00 558,000.U0 Install) 308 9999.0135INS TRF Sig PL AM (8) 1 ARM (28') (Furnish & Install) l=A 10 $ 4,1855_00 $48,550.00 309 9999.0136 INS TRF Sig PL AM (S)1 ARM (28')(Furnish & Install) EA 10 $ 6,200,00 562,000.O0 310 9999.0137 INS TRF SIG PL AM (S) 1 ARM (32')(Furnish & Install) CA Sb $ 5,600,00 U8,000.00 311 9999.0138 INS TRF Sig PL AM (S) 1 ARM (32')LUM(Furnish & EA 10 6.650,00 $$6A0(1.06, Install) 312 9999.0139 INS TRF Sig PL AM (S) 1 ARM (36') (Furnish & Install) FA 1 S 6,22i,00 2tdo 313 9999.0140 INS TRF Sig PL AM (S) 1 ARM (361) LUM (Furnish & CA 1 $ 7,327 off $7 327 00 Install) 314 9999.0141 INS TRF Sig PL AM (S) 1 ARM (40') (Furnish & Install) EA 1 $ 6,8&0.00 $6,11160,00 315 9999,0142 INS TRF Sig PL AM (S) 1 ARM (40')LUM (Furnish & EA 1 * 7,900 08 $7 B00 00 Install) 316 9999.0143 INS TRF Sig PL AM (S) 1 ARM (44')(Furnish & Install } EA 1 $ 6,B40.00 $6.840.00 317 9999.0144 INS TRF Sig PL AM (S) 1 ARM (44')LUM (Furnish & SA 1 8,070 00 38,070 00 Install) 318 9999.0145 INS TRF Sig PL AM (S) 1 ARM (48') (Furnish & Install) 5A 1 $ 7,500.00 $7,500,00 319 9999.0146 INS TRF Sig PL AM (S) 1 ARM (48')LUM (Furnish & EA 1 $ U.635.00 $8,585 a0 Install) 320 9999.0147 INS TRF Sig PL AM (S)1 ARM (50') (Furnish & Install) FA 1 13,680,OU 13,86D Q0 321 9999.0148 INS TRF Sig PL AM (S) 1 ARM (50')LUM (Furnish & EA 1 14,732 00 $14,73 Install 322 9999.0149 INS TRF Sig PL AM (S)1 ARM (55') (Furnish & Install) EA 1 $ mjosm 414,18B.110 323 9999,0150 INS TRF Sig PL AM (S) 1 ARM (55') LUM (Furnish & EA 1 A371.00 616,87'1.00 Install) 324 9999.0161 INS TRF Sig PL AM (S) 1 ARM (60') (Furnish & Install } FA 1 $ 14,360.00 $14,360.00 325 9999.0162 INS TRF Sig PL AM (S) 1 ARM (60') LUM (Furnish & EA 1 S 15.700 00 $15,700 00 Install) 326 9999.0163 INS TRF Sig PL AM (S) 1 ARM (65') (Furnish & Install) EA 1 S 14.468.00 $1+4,4E8.00 327 9999.01654 INS TRF Sig PL AM (S) 1 ARM (65') LUM (Furnish & EA i $ 15,9$0,00 615,990.00 Install) 328 9999.0155 Furnishllnstafl FVOC Holder EA 40 S 180.00 67,200A0 329 9999.0156 Misc. Structural Adjustment EA 2U 5 2,$04,.00. $64,00D.00 THANK YOUI I TOTAL BID $4,906,049.07 THANK YOU j TOTAL. BID $4,906,049.07 SECTION 00 42 43 PROPOSAL FORM UNIT PRICE BID 00 42 43 BID PROPOSAL Page [Oaf 10 Bidder's Application Project item Information Bidder's Proposal Bidlist Item DescriptionDescriptionBid Unit of Quantity Unit Price Extension No. Measure EA $ Total Bid 1 $4,906,049.07 1. Furnishing and installing rigid metal conduit for riser is subsidiary to items 2605.0112, 2605.0121 and 2605.0122, 2. Removing rigid metal conduit for riser is subsidiary to items 2605.0111, 2605.0112 and 2605.0122. 3. Sidewalk (8" thickness) within driveway is subsidiary to the concrete sidewalk pay item. 4. Top soil, block sod and seeding are subsidiary to pay items. 5. Signal head assembly pay item includes the vehicular head, astro bracket, back plate, hood/visor, arm kit, gusset tube, and any other material or equipment to complete the installation of the head. 6. The loop detection wire is subsidiary to sawcut pay item. 7. The prefab PELCO anchor foundation pay item will only be used to erect a pedestrian push button/pedestrian signal head/vehicle signal head assembly (5-20 ft. pole). 8. The pedestrian push button/pedestrian signal head/vehicle signal head assembly (5-20 ft. pole) pay items will include the transofrmer base, 4.5 in. spun aluminum pale, pole collar, and pole cap. 9. The curb and gutter replacement for the installation of curb ramps is subsidiary to the curb ramp bid item. 10. Splicing of conductors/wires shall be done in accordance with TxDOT standards. 11. The complete installation of anchor bolts is subsidiary to the foundation items. END OF SECTION CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTTON SPECTFICATTONDOCUMENTS at Various Locations Through -out the City Perm Revised 20120120 SECTION tall 4313 BID SONG KNOW ALL. BY THESE PRESENTS: 044313 BID BOND Papa i of 2 That we. EAR TELECOMMUNICATIONS, LLC dba EARTC , known as "Bidder" herein and Oklahoma Surely Company a corporate surely duly authorized to do ousiness 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 i5%l of Bidder's maximum bid price, in lawful money of the United States, to be paid in Fort North,. 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 Traffic Signal Modifications and Upgrade at Various Locations Through -out the City NOW, THEREFORE, the condition of this obligation is such that If the City shall award the Contract for the foregoing project to the Principal, and the Principal shall satisfy all requirements and conditions required for the execution of the Contract and shall enter into the Contract in writing with the City in accordance with the terms of such same, then this obligation shall be and become null and void. If, however, the Principal fails to execute such Contract in accordance with the terms of same or fails to satisfy all requirements and conditions required for the execution of the Contract, this bond shall become the property of the City, without recourse of the Principal and/or Surety, not to exceed the penalty hereof, and shall be used to compensate City for the difference between Principal's total bid amount and the next selected bidder's total bid amount. PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in Tarrant County, Texas or the United States District Court for the Northern District of Texas, Fort Worth Division. IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this instrument by duly authorized agents and officers on this the 14lb - day of _fgUMM , 2019 PRINCIPAL: FAR TELECOMMUNICATIONS, LLC dba EARTC BY: Noma a tie CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Trafillc Signal Moalfcattons and Upgrade Fnrrn Revised 26171 tag at-Varlom Localibna Thtenghm! the City 004313 810 BOND Page 2 02 Address: 16201 Bratton lane Austin, Texas 78728 SURETY: Oklahoma Suretv Comoan BY: ature David T. Satin, Attorney -in -Fact Name and Title Address: P.O. Box 1409 _ Tulsa, OK 74101 Telephone plumber: 918 587-7221 Physical Address: 1437 South Boulder Avenue, #200 Tulsa, OK. 74119 Attach Power of Attorney (Surety) for Attorney -in -Fact *Note: If signed by an officer of the Surety Company, there, must be on file a certified extract from the by laws showEng that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTTON CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Form Revised 20171100 Traffic Signal allo aThrou ho Upgrade at Uadnaa Lana11an5 Throughout the City F L H MA SURETY COMPANY 1437 SOUTH BOULDER, SUITE 200 • TUL.SA, OKLAHOMA 74119 • 918-687-7221 ' FAX 918-588,1253 POWER OF ATTORNEY KNOW ALL MEN 0Y THESE PRESENTS: Thal Uie C}KLllt ONIA SklPZ "f ODMPANY . a corporalion organized and axFshag under and by virtu$ of the laws of tote slate or oNa, does hereby nominate, constitute and ad{sl IN f m person or pamons narnif�J bel-DW, each ind[viduelry If more than one is named, Its €rue and lawful altorney4n-face, for Il and In its name, place and shad t,n execute elk b&alf aF the said Company, as surety, anyand all bw ds:, uadartakNr and conlr" of suretyship, ar other written obllgaiians in the natant thereof- WeLfren Nl. Alter and Davld T. Salute, all of MIAMI LAKES, FL IN WITNESS WHEREOF, the officers and 11we rake seal hereunto+� R � ti ,xR 4 %w r � ONy�+F��f OKLAHOfu A SURETY COMPANY has caused these preseals to be signed and attested by Its approprlat8 affixed this 04 day at Aprfl . 201 a ATTEST; ' ++++ SHARON H CKL Secretary r KLAHOMA SURETY C4.JkVlPAN .0 TOO g,AZATA VICE PRESIDENT on itds 04 day of April , 2018 before litre pemonally.appeared TODU DA ATA _, to me known, haing duly sworn, deposes aisd says Ihat ache reeldes In Broken Arrow, Oklahoma, that "a fs a Vlca f resldefrt Of oT,€lahorrra 6urety Carnpafly, the campsny desMbed €n end wihioh executed the above Ine#rrirasenl; fwl oche knows the seal of lure said Company; that the seal affixed to the said InsOurnant Is suoh carpomtt soul, that 11 was so affixed by autharfty of herlbls aftica underthwgy-l-awaws orssid Company, and that slhn sTg ud hEs n$me tharaio by Ilke authority. STATE OF OKL MOMA SS COUNTY i}F TU L5A commission p 11008253 my Z! an�xplr�+--�08-19 JLJLJErHAN Notmy Public Ttrlr, Power of Atkarney as graded by authority efi the following resolutlun5 adupled by the Board of pireriyrrr of Oklahoma Surely Company by Lin aNwous written consent daled Septomher 25, 2009. RESOLVED Thai the Eresidenf, tha ExecutIva Vtcaa Ponidenk, the several Senior Vice RresMants and Vice PteWdent& or any one Ci lhl rm. be and hereby Is aulhwired, from ti me to time, to appoint one or more Attorneys-ln-Face to execute on behalf of the Company, ae surely, ally and all bands, tiridertakIngs srrd oontracls of ouretyahlp, ar other written cVigutionr} in Ilse nature thereol; to preacxlbe Iheir respecHwe dukes and 1W reapartlyL& ilntllt, of their authority; and to revoke any each appolnlmant at any tlnte- RESOLVED FURTHER; That the Camparly seal and the signature of ®rty of the a3Forese d officers and any Secretary or Assistant SemetaEry of ttla Company may he arfrxed by fwslm lie In any power of stkomay or carli lcste of oither giwon for iho exaculiarr of any bond, andarisking, cantrau€ of suraiyshlp, or othax w0tan obtigatien in the nalurar theretVf, SUGh aig#laIUra and seal when so used being hereby adopted Iby ttte Company as ]he origma I algnatsrre of rwch afffaer and Ilse original seal of the Company, to be valld and binding upon Ilie Company wills the same force er cl efferl ais II -rough manually affixed. CERTIFICATION 1, SHARON HACKL Secretary of Oklahoma Surely Company, do hereby ceriffy that thin for ping gaPower of Attornay 8nd ihL, Rwsolutions of the Bosrd of Dirtm; ors of Saptambar 25, 2009 hsva nol bean revoked and are.atrw Irl rUll rvrae and ONG[. ,0ti k)FrErs, �irrf �l 0 add Signed Brad sealed Ihis I �j day of .FebTUg J 2(1� SHARON HAISKL Secretary ... I VOID IF BOX IS EMPTY 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 =err f5F Blanc. , our principal place of business, are required to be ". I Iii! � percent lower than resident bidders by State Law. A copy of the statute is attached. Nonresident bidders in the State ofour 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. Pq BIDDER: EARTC By: Carlos Reyes 16201 Bratton Ln-� Austin, TX 78728 (Signature) Title: President Date: 2/21 /2019 END OF SECTION CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Through -out the City Form Revised 20110627 004511-1 BIDDERS PREQUALIFICATIONS Page 1 of 3 1 SECTION 00 45 11 2 BIDDERS PREQUALIFICATIONS 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. 10 The prequalification process will establish a bid limit based on a technical evaluation and 11 financial analysis of the contractor. The information must be submitted seven (7) days prior 12 to the date of the opening of bids. For example, a contractor wishing to submit bids on 13 projects to be opened on the 7th of April must file the information by the 31 st day of March 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) CIassified 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/taxpennit/ 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 c. 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 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers 0045 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 limited liability company. 9 (4) Financial Statements must be presented in U.S. dollars at the current rate 10 of exchange of the Balance Sheet date. 11 (5) The City will not recognize any certified public accountant as 12 independent who is not, in fact, independent. I3 (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 whale. 19 (7) The City reserves the right to require a new statement at any time. 20 (8) The financial statement must be prepared as of the last day of any month, 21 not more than one year old and must be on file with the City 16 months 22 thereafter, in accordance with Paragraph 1. 23 (9) The City will determine a contractor's bidding capacity for the purposes 24 of awarding contracts. Bidding capacity is determined by multiplying the 25 positive net working capital (working capital = current assets — current 26 Iiabilities) by a factor of 10. Only those statements reflecting a positive 27 net working capital position will be considered satisfactory for 28 prequalification purposes. 29 (10) In the case that a bidding date falls within the time a new financial 30 statement is being prepared, the previous statement shall be updated with 31 proper verification. 32 b. Bidder Prequalification Application. A Bidder Prequalification Application must be 33 submitted along with audited or reviewed financial statements by firms wishing to be 34 eligible to bid on all classes of construction and maintenance projects. Incomplete 35 Applications will be rejected. 36 (1) In those schedules where there is nothing to report, the notation of 37 "None" or "NIA" should be inserted. 38 (2) A minimum of five (5) references of related work must be provided. 39 (3) Submission of an equipment schedule which indicates equipment under 40 the control of the Contractor and which is related to the type of work for 41 which the Contactor is seeking prequalification. The schedule must 42 include the manufacturer, model and general common description of 43 each piece of equipment. Abbreviations or means of describing 44 equipment other than provided above will not be accepted. 45 46 3. Eligibility to Bid 47 a. The City shall be the sole judge as to a contractor's prequalification. 48 b. The City may reject, suspend, or modify any prequalification for failure by the 49 contractor to demonstrate acceptable financial ability or performance. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 1, 2011 City Project No. Unit Price Contract, Various Project Numbers 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 2I 22 23 24 25 0045 12 - 1 PREQUALIFICATION STATEMENT Page I of 1 SECTION 00 45 12 PREQUALIFICATION STATEMENT Each Bidder for a City procurement is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. Major Work Type I Contractor/Subcontractor Company Name Prequalification Expiration Date N/A The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: EAR Telecommunications LLC By: Jo5- Company (Please Print) 16201 Bratton Lane Signature; Address Austin, TX 78728 Title: , City/State/Zip (Please Print) Date: - [1 END OF SECTION CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised July 1, 2011 City Project No. knit Price Contract, Various Project Numbers 004526-1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 1 I 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. Unit Price Contract, Various Project Numbers. Contractor further certifies that, 6 pursuant to Texas Labor Code, Section 406.096(b), as amended, it will provide to City its 7 subcontractor's certificates of compliance with worker's compensation coverage. 8 9 CONTRACTOR: IO I l EARTC By: Carlos Reyes 12 Company (Please Print) 13 14 16201 Bratton Ln. Signature: 15 Address 16 17 Austin, TX 78728 Title: President 18 City/State/Zip (Please Print) 19 _ 20 -- ISMAEL GUZMAN 21 THE STATE OF TEXAS § #: MY COMMISSION EXPIh`ES 22 i rir�0 �' = rs APRIL 2 23 COUNTY OF § pg', IVQ7ARYIL7; 939908a 24 25 B ORE ME, he undersigned authority, on this day personally appeared 26 S known to me to be the person whose name is 27 su scribed to the oregoi instru nt, and cknowledged to me that he/she executed the same as 28 the act and deed of S, . I,,- 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 12019. 33 . J 34 35 36 Notar ublic i f e State of Texas 37 38 END OF SECTION 39 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 2 3 4 5 6 7 8 9 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 00 45 40 - 1 Minority Business Enterprise Specifications Page I. of 2 SECTION 00 45 40 Minority Business Enterprise Specifications APPLICATION OF POLICY If the total dollar value of the contract is greater than $50,000, then a MBE subcontracting goal is applicable. POLICY STATEMENT It is the policy of the City of Fort Worth to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of all goods and services. All requirements and regulations stated in the City's current Business Diversity Enterprise Ordinance apply to this bid. MBE PROJECT GOALS The City's MBE goal on this project is 5% of the total bid value of the contract. Note: If both MBE and SBE subcontracting goals are established for this project, then an Offeror must submit both a MBE Utilization Form and a SSE Utilization Form to be deemed responsive. COMPLIANCE TO BID SPECIFICATIONS On City contracts $50,000 or more where a MBE subcontracting goal is applied, Offerors are required to comply with the intent of the City's Business Diversity Enterprise Ordinance by one of the following: 1. Meet or exceed the above stated MBE goal through MBE subcontracting participation, or 2. Meet or exceed the above stated MBE goal through MBE Joint Venture participation, or 3. Good Faith Effort documentation, or; 4. Prime Waiver documentation. SUBMITTAL OF REQUIRED DOCUMENTATION The applicable documents must be received by the Purchasing Division, within the following times allocated, in order for the entire bid to be considered responsive to the specifications. The Offerer shall jl� iv I tyre h 311 l ,cuty� i7t}ktir,rl irr C�crsr.Ftt !�� I ltie a00V pri�llu Crtlployee of 1l1+j purchm iris, d ivisioll arld ubtain a date -'Lime receipt. Siicli receipt shall be evidence dial tllc City received the docrinlenfiation h die lirrre itIIocwed. A f led A114110r efnailed col y will Ito N! acccpled. 1. Subcontractor Utilization Form, if received no later than 2:00 p.m., on the second City business goal is met or exceeded: day after the bid opening date, exclusive of the bid opening date. 2. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if day after the bid opening date, exclusive of the bid opening participation is less than statedgoal: date. 3. Good Faith Effort and received no later than 2:00 p.m., on the second City business Subcontractor Utilization Form, if no day after the bid opening date, exclusive of the bid opening MBE participation: date. 4. Prime Contractor Waiver Form, received no later than 2:00 p.m., on the second City business if you will perform all day after the bid opening date, exclusive of the bid opening contracting/supplier work: date. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No, Unit Price Contract, Various Project Numbers Revised June 9, 2015 1 2 3 4 5 6 7 8 9 10 II 004540-2 Minority Business Enterprise Specifications Page 2 of 2 5. Joint Venture Form, if goal is met received no later than 2:00 p.m., on the second City business or exceeded. day after the bid opening date, exclusive of the bid opening date. FAILURE TO COMPLY WITH THE CITY'S BUSINESS DIVERSITY ENTERPRISE ORDINANCE WILL RESULT IN THE BID BEING CONSIDERED NON-RESONSIVE TO SPECIFICATIONS. FAILURE TO SUBMIT THE REQUIRED MBE DOCUMENTATION WILL RESULT IN THE BID BEING CONSIDERED NON -RESPONSIVE. A SECOND FAILURE WILL RESULT IN THE OFFEROR BEING DISQUALIFIED FOR A PERIOD OF ONE YEAR. THREE FAILURES IN A FIVE YEAR PERIOD WILL RESULT IN A DISQUALIFICAITON PERIOD OF THREE YEARS. Any Questions, Please Contact The M/WBE Office at (817) 212-2674. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised June 9, 2015 005243-1 Agreement Page 1 of 6 1 SECTION 00 52 43 2 AGREEMENT 3 THIS AGREEMENT, authorized on June 4, 2019 is made by and between the City of Forth 4 Worth, a Texas home rule municipality, acting by and through its duly authorized City Manager, 5 ("City"), and EAR Telecommunications, LLC, authorized to do business in Texas, acting by and 6 through its duly authorized representative, ("Contractor"). 7 City and Contractor, in consideration of the mutual covenants hereinafter set forth, agree as 8 follows: 9 Article 1. WORK 10 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 11 Project identified herein. 12 Article 2. PROJECT 13 The project for which the Work under the Contract Documents may be the whole or only a part is 14 generally described as follows: 15 16 Traffic Signal Modifications and Uograde at Various Locations Throughout the Citv 17 City Proiect No. Unit Price Contract. Various Proiect Numbers `=r&XA191919;7[i11.S.9_:I_Cy y 19 City agrees to pay Contractor for performance of the Work in accordance with the Contract 20 Documents an amount in current funds of as determined in each task order supplemental to this 21 agreement. At no time shall the contract total exceed SEVEN HUNDRED FIFTY THOUSAND 22 AND 00/100 Dollars ($750,000.00) without written approval from the City of Fort Worth 23 Council. 24 Article 4. CONTRACT TIME 25 4.1. Time is of the essence 26 The contract time period is one calendar year from the Effective Date or the expiration of 27 the dollar amount identified in Article 4, as it may be amended from time to time by 28 Change Order or otherwise, whichever occurs last ("Time Period"). 29 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 30 Documents are of the essence to this Contract. All work shall be defined through task 31 orders to be identified prior to the end of the Time Period. Actual work to be completed 32 per this Agreement may extend beyond the Time Period's end so Iong as the task order 33 was issued prior to the expiration of the Time Period. 34 4.2. Final Acceptance. 35 The Work will be complete for .Final Acceptance within 365 calendar days after the date 36 when Contract Time commences to run as provided in Paragraph 2.0 of the General 37 Conditions. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised 11.15.17 00 52 43 - 2 Agreement Page 2 of 6 38 4.3. Renewals 39 This Contract may be renewed up to three (3) additional terms at the earlier of the 40 expiration of contract funds or contract time under the same terms, conditions, and unit 41 prices. 42 4.4. Liquidated Damages 43 Contractor recognizes that time is of the essence of this Agreement and that City will 44 suffer financial loss if the Work is not completed within the times specified in Paragraph 45 3.2 above, plus any extension thereof allowed in accordance with Article 12 of the 46 General Conditions. The Contractor also recognizes the delays, expense and difficulties 47 involved in proving in a legal proceeding the actual loss suffered by the City if the Work 48 is not completed on time. Accordingly, instead of requiring any such proof, Contractor 49 agrees that as liquidated damages for delay (but not as a penalty), Contractor shall pay 50 City Two Hundred Forty Dollars ($240.00) for each day that expires after the time 51 specified in each task order. 52 Article 5. CONTRACT DOCUMENTS G dll <6161,1240013120M 54 A. The Contract Documents which comprise the entire agreement between City and 55 Contractor concerning the Work consist of the following: 56 1. This Agreement. 57 2. Attachments to this Agreement: 58 a. Bid Form 59 1) Proposal Form 60 2) Vendor Compliance to State Law Non -Resident Bidder 61 b. Current Prevailing Wage Rate Table 62 c. Insurance ACORD Form(s) 63 d. Payment Bond 64 e. Performance Bond 65 f. Maintenance Bond 66 g. Power of Attorney for the Bonds 67 h. Worker's Compensation Affidavit 68 i. MBE and/or SBE Utilization Fonn 69 3. General Conditions. 70 4. Supplementary Conditions. 71 5. Specifications specifically made a part of the Contract Documents by attachment 72 or, if not attached, as incorporated by reference and described in the Table of 73 Contents of the Project's Contract Documents. 74 6. Drawings. 75 7. Addenda. 76 8. Documentation submitted by Contractor prior to Notice of Award. 77 9. The following which may be delivered or issued after the Effective Date of the 78 Agreement and, if issued, become an incorporated part of the Contract Documents: 79 a. Notice to Proceed. 80 b. Field Orders. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No, Unit Price Contract, Various Project Numbers Revised 11.15.17 00 52 43 - 3 Agreement Page 3 of 6 81 c. Change Orders. 82 d. Letter of Final Acceptance. 83 84 Article 6. INDEMNIFICATION 85 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 86 expense, the city, its officers, servants and employees, from and against any and all 87 claims arising out of, or alleged to arise out of, the work and services to be performed 88 by the contractor, its officers, agents, employees, subcontractors, licenses or invitees 89 under this contract. This indemnification provision is specifically intended too_ perat_e 90 and be effective even if it is alleged or proven that all or some of the damages being 91 sought were caused, in whole or in part, by any act, omission or negligence of the city. 92 This indemnity provision is intended to include, without limitation, indemnity for 93 costs, expenses and legal fees incurred by the city in defending against such claims and 94 causes of actions. 95 96 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 97 the city, its officers, servants and employees, from and against any and all loss, damage 98 or destruction of property of the city, arising out of, or alleged to arise out of, the work 99 and services to be performed by the contractor, its officers, agents, employees, 100 subcontractors, licensees or invitees under this contract. This indemnification 101 provision is specifically intended to operate and be effective even if it is alleged or 102 proven that all or some of the damages being sought were caused, in whole or in part, 103 by anv act, omission or negligence of the city. 104 105 Article 7. MISCELLANEOUS 106 7.1 Terms. 107 Terms usedin this Agreement which are defined in Article 1 of the General Conditions will 108 have the meanings indicated in the General Conditions. 109 7.2 Assignment of Contract. 110 This Agreement, including all of the Contract Documents may not be assigned by the III Contractor without the advanced express written consent of the City. 112 7.3 Successors and Assigns. 113 City and Contractor each binds itself, its partners, successors, assigns and legal 114 representatives to the other party hereto, in respect to all covenants, agreements and 115 obligations contained in the Contract Documents. 116 7.4 Severability. 117 Any provision or part of the Contract Documents held to be unconstitutional, void or 118 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 119 remaining provisions shall continue to be valid and binding upon CITY and 120 CONTRACTOR. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised 11.15.17 00 52 43 - 4 Agreement Page 4 of 6 121 7.5 Governing Law and Venue. 122 This Agreement, including all of the Contract Documents is performable in the State of 123 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 124 Northern District of Texas, Fort Worth Division. 125 7.6 Authority to Sign. 126 Contractor shall attach evidence of authority to sign Agreement if signed by someone other 127 than the duly authorized signatory of the Contractor. 128 129 7.7 Prohibition On Contracts With Companies Boycotting Israel. 130 Contractor acknowledges that in accordance with Chapter 2270 of the Texas Government 131 Code, the City is prohibited from entering into a contract with a company for goods or 132 services unless the contract contains a written verification from the company that it: (1) 133 does not boycott Israel; and (2) will not boycott Israel during the term of the contract. 134 The terms "boycott Israel" and "company" shall have the meanings ascribed to those terms 135 in Section 808.001 of the Texas Government Code. By signing this contract, Contractor 136 certifies that Contractor's signature provides written verification to the City that 137 Contractor: (I) does not boycott Israel; and (2) will not boycott Israel during the term of 138 the contract. 139 140 7.8 Immigration Nationality Act. 141 Contractor shall verify the identity and employment eligibility of its employees who 142 perform work under this Agreement, including completing the Employment Eligibility 143 Verification. Form (1-9), Upon request by City, Contractor shall provide City with copies of 144 all I-9 forms and supporting eligibility documentation for each employee who performs 145 work under this Agreement. Contractor shall adhere to all Federal and State laws as well as 146 establish appropriate procedures and controls so that no services will be performed by any 147 Contractor employee who is not legally eligible to perform such services. 148 CONTRACTOR SHALL INDEMNIFY CITY AND HOLD CITY HARMLESS 149 FROM ANY PENALTIES, LIABILITIES, OR LOSSES DUE TO VIOLATIONS OF 150 THIS PARAGRAPH BY CONTRACTOR, CONTRACTOR'S EMPLOYEES, 151 SUBCONTRACTORS, AGENTS, OR LICENSEES. City, upon written notice to 152 Contractor, shall have the right to immediately terminate this Agreement for violations of 153 this provision by Contractor. 154 155 7.9 No Third -Party Beneficiaries. 156 This Agreement gives no rights or benefits to anyone other than the City and the Contractor 157 and there are no third -party beneficiaries. 158 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised 11,15.17 00 52 43 - 5 Agreement Page 5 of 6 159 7.10 No Cause of Action Against Engineer. 160 Contractor, its subcontractors and equipment and materials suppliers on the PROJECT or their 161 sureties, shall maintain no direct action against the Engineer, its officers, employees, and 162 subcontractors, for any claim arising out of, in connection with, or resulting from the 163 engineering services performed. Only the City will be the beneficiary of any undertaking by 164 the Engineer. The presence or duties of the Engineer's personnel at a construction site, 165 whether as on -site representatives or otherwise, do not make the Engineer or its personnel 166 in any way responsible for those duties that belong to the City and/or the City's construction 167 contractors or other entities, and do not relieve the construction contractors or any other 168 entity of their obligations, duties, and responsibilities, including, but not limited to, all 169 construction methods, means, techniques, sequences, and procedures necessary for 170 coordinating and completing all portions of the construction work in accordance with the 171 Contract Documents and any health or safety precautions required by such construction 172 work. The Engineer and its personnel have no authority to exercise any control over any 173 construction contractor or other entity or their employees in connection with their work or 174 any health or safety precautions. 175 176 SIGNATURE PAGE TO FOLLOW 177 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City Revised 11.15.17 City Project No. Unit Price Contract, Various Project Numbers 178 179 180 181 182 183 184 185 186 187 188 189 005243-6 Agreement Page 6 of 6 IN WITNESS WHEREOF, City and Contractor have each executed this Agreement to be effective as of the date subscribed by the City's designated Assistant City Manager ("Effective Date"). Contractor: EAR Telecommunications, LLC By. f ignature) (Printed N Title: ���-. J e Address: 16201 Bratton Lane City/State/Zip: Austin, TX 78728 7/z- /W lei Date City of ort Worth By: 4W ,4e;n.,-.Assistant City Manager Date //Z-1/11 Attest: City Sec e ry (Seal) M&C C-29141 Date: June 4, 2019 I~onn 1295 No. 2019-462982 Contract Compliance Manager: By signing, I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Ali Mozdbar, P.E. Engineering Manager to;F and Legality: Douglas W. Black Assistant City Attorney 6TTRPV4'RECO ED: Steve C oke Interim DIRECTOR, Transportation and Public Works CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 1 the City Numbers Revised I1.I5.I7 CITY SECRETARI FT. FORTH, U PERFORMANCE BOND Page t oF2 Bond #1018839 1 SECTION € 0 6113 2 PERFORMANCE BOND 3 4 THE. STATE OF TEXAS § S § KNOW ALL BY THESK PRESENTS; 6 COUNTY OF TART NT § 7 'T hat we, E-Alt Telewminunica€ions tLC. knowin as "Principal" herein and s Oklahoma Surety Company dba EARTC a corporate st€rety( sEtreties, if trierre that 9 one) duty authorized to do business in the State of Texas, known as "Surety" herein (mbether one 1.0 or inore), are held and firm ly bound unto the City of port Worth, a municipal corporation created 11 pursuant to the laws of T xas, known as `City" herein, in the penal sung of SEVKN HUNDRED 1.2 Em11flU.5, ND .AND 00110li Dollars (�750,000.0 , Wvvful money of the United States, to 13 be paid in .Fort Worth, Tarrant County.. `rexas for the payment of whichsum well and truly to be 14 bade, we bind oursetves, our Heirs, executors, administrators, successors and assigns, jointly and 15 severally, fi mly by. these presents. 16 WHEREAS, the Principal has entered into a certain written contract with the City, 17 awarded the 414 day of June, 2.0 t 9, which Contract is hereby referred to and made a part hereof for 1$ all purposes as if fully set firth herein, to furnish atl mat als, etl.uipmcut tabor and othccr 19 accessories defined by law, in the prosecution oftlie Work, including any Charge Orders, as 20 provided for in said Contract designated as a t "`i.+rx"{rrlr. atat urt tT rur�r at 21 Vario ns Lomfians Throurboui the t slw GM, _,P vka a Unit :Price Cotrrrtcct, gravers Projerl 22 11Lrr,, , fttberX, 23 " NOW, THE, RIEFORE, the condition of this ob:liggatiort is such that: if the said Prrinei:pal 24 shall faithfully performit obligations unid r the Contuact and shall in all respects duly and 25 faithfully perform the Work, including Change Orders, under the Contract, according to the plans, 26 specifications, and contract docuinv€%; therelin re'-•nd to. +irid as well during any period of 2-7 extension of the C ontraetthat may be granted on the part of the City, then this obligation shall be 28 and baemne null and void, otherwise to remain in furl fbrw and effect. 29 PROWD'ED FURTHER, that if any legal lion be filed on this 13and, venue shatl lie in 3G Tarrant County, Texas or the retired States. District Court for- the Northern District of Texas, Furl 31 Wrath Division_ CCTV OF FC}€ T'WORIT-1 S TANDARD C(3R"STitUCTION S7E. Lt4'tC:4i ON DWU?v1F€1T$ € evised.luly € . 20,11 rA"allk 5iVaar Modi iicativns and Upgrade at Various Locatimns "fT€smughm the City E'ity Pmject Nn. t€o€t Aria Csattract, Vurinus Pmjec1Nt=hcm 00 Gt I3 1 PERFORMANC11 BOND ftge.2 or2 1 This band .is made and executed ins compliance with the pt~avis.ions of Chapter 2253 of the 'iexas Cinvernipent Code, as amended, slid all liabilities on this baud silatl be determined ill 3. accordance with theprovisions afsaid statue. 4 WW'C"l MESS WHER .UE, the Principal and the Surety have SIGN, ED and SEALED 5 this instrument by duly autbarized agents and officers on this the 8th day of 6 July 32019, 43 ATTEST, Y—U�C_o.11,, litu�Almo W! ss ,to Surety -- D Deen Shearin, Client Relations Manager PfUNCtPAL. EAR Telecommunications, LLC dba EARTC BY, �t�aat dV.� O }address: 16201 Bmt jr Lane Auafiu� `� J�2 SURETY: Oklahoma Surety Qqn3pLapy Q4y d T. Satin Name mid. Title ,Address, P.O. Box 1409 _ _ _Tuts 0� 74 01 Telephone Number, (918) 587-722.1. *Note: If signed by an officer of the Surety Compalay, titer inust be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Stir=e y. 's physical address is different from its railing, address, both must be provided. Theo dante of the Land shall not be prior to the date the Comma is awarded. CITY OF FORT WORT 1-i 81&NDARDCONNIA11010N SPWPXp ATVN DOCUMENTS kc-visvd July 1, 2011 TraftisSgnat N3.odiricxions and Upgade at. Various Lncatios�s'Pr�rrntgii�ur the City City Pmjec; No, UnA Prue Convect, Various Proji--0 Numbcrs (10151 14 - I PA)'M— MT 8C?ND Page € d 2 1 SECT ON U.0 6114 2 PAYMENTBOND Bond #1018839 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS': 6 COUNTY OF TARRANT § 7 That we AR Teleconi un[cati & LIL known as "Principal" herein, and S Oklahoma Surety Company dba EARTC a co. Surety rvinrmra 9 (sureties), duly authorized to do business in the State of Texas, known as "Surety"' herein 10 (whether one or more), are held and firmly bound unto the City of Fort Worth, a municipal 1 i corporation ezvated pursuant to the laws of the State of Texas, known as "City' herein, in the 12 penal s>; in of 'MN Z:RNDAED Fr Ems' THOUSuAMI AND 00/ 00 Divilars (�7�il.Cltiti ttit): 1.3 lawfid money of :the ignited States, to he paid in rort forth, Tarrant County, Texas, for the 14 payment of which sung weli and truly be made, we band ourselves; our heirs, executors, 15 adrnirristramr°s, successors and assifns, jointly and severally., f irtfly by theso preasents: 6116 WHEREAS, Principalhas entered into a certain written Contract -with City, awarded the 17 01 d v of'June, 2019, which Contract is hereby referredto and ma4c"a part #;ereoffor all purposes 18 as if fully set Earth herein, to fxt'mish all materials, equipment, labsr and other accossones as 19 defined by law, str the prosecution of the Work as provided fbr in said Contract and designated as ?Et tra;:ae Si tz 1 adt'rta#ivzrs and LI rade at flarlous Cacrdeas Throy :;rout the Ci t jQUt 21 PLyLect No. MR price CnrzMut. Various :l?rn%act Manhers. 22 l' OVV, THEREFORE, THE CONDITION OF T1419 OBLIGATION is such that if 23 vdn6lpa' shall pay all monies owing to any (and all-) payer mt blind berieliciary (as defined in 24 Chapter 2253 of the Texas Goveniment Code, as amended) in the prosecution of the Wont ii der S the Contract,- Chen tiers oYili ati.on _,i,aii be and hcceirie €tall and void, otherwise to remain in full. 26 0aree and affmr:t. 27 This load is made and execrated in compliance with the provisions of Chapter '2 ; , rafthe 28 Texas Government Cade, as artranded, and all liabilities an this hond shall be determined in 29 cor4la:€ic4 with the provisions of said statute. 30 CITY OF i 0RT WORT-14 8TA DARr3'CoT STRIJCTION SPr- iFECATION € OCUMENTS RlMsed July 1. 2ul1 Tra€fie Signal 4ti otliiitatforis-and UlrgrWe at Various LocariomThroughout the City City Prqicel No. Unit Prico C ontAvA, Various Project Numbers 3 4 U 0061 14-2 PAYME14T BOND page 2 ar2 IN WITNESS HEREOF, the Principal mid Surety have each SIGNED and SEALED this instrument by duly authorized agents and officers on: this the _8th__ day of July , 2019, ATTEST: X'co-vr-1- 0 L W (Principal) Secretary ATTEST- As Per Attached Power of Attorney (urcty) Secretary Witt ss a5 Stirety Dor n Shearin, Client Relations Manager PRINCIPAL: EAR Telecommunications, LLC< dba EARTC BY: Address: 16201 i3ratton LMc SURETY'; Oklahoma aurety CompAnny., BY: 11-1 Signature .�.� David T. Satire, AttameyAnaPt Name and Title Address: P.O. Box 1409 Tulsa, OK 74101 Telephotio Narnber. (918) 587-7221 Note., If signed by an o ; rcer of the Surety, there must be on file a certified extract rrom.. the bylaws slwwing that this person has aratlrett;ity to sign such obligation. If Suret,,'s physical address is di:f rentfi•otn zts tnail:ingaddress, bode must be provided.. The date of the bond shall not be prior to the date the Contract is awarded. END OF SECTION C iTY OF F ORTWORTH STP'V, lDA Z CONS`rRt3C PION SPECIFICATION DOCUMENTS ttBahud July 1,_201I 'rriMr Sipal MorrifJrations an4 r:ipgm& at Various 8,[ ;.,i, os TErg ughout the City City Projrct No.. Utin Prim -Contract. tiariim Pmjeat Numbers. OKLAHOMA SURETY COMPANY 1437 SOUTH BOULDER, SUITE 280 - TULSA, OKLAHOMA 74119 • 918-587-7221 • FAX 918 '�588-1253 POWER OF ATTORNEY KNOW ALL MEN BY TKESE PRESENTS: Thar the OK AHOMA SURETY COMPANY , a mrparstlon arganfzed and misting under and by virtue of Jhe laws yr t he State of Ohio, does hereby non4wts, aonsWite and appoint I ha person or permm iiamed below, each Indwiduatly If more thein oroe is named, JIs Irue and lawful attorneyAn-irul, for It.and In Its name, place and stead to execute on behalf or the said Company, as surely, any sled aA bonda, undertaRings and contracts of suretyshlp, or other yffiUmn otflgatlom In I" nature thereof_ Warren M. ,filter and David T. 0rre, all of MIAMI LAKES, FL IN WFFNESS WHEREOF, the OKLAFfOMA SURL7Y COMPANY hag cau f these presents to he sloi%W and allaslad by Hs apprapfrate nffloers efid�I�y,,oparsle seal hereunto affixed keels 04 oak of April 0i B OKLAHOMA SURETY COMPANY ATTEST_ SHARON H JCL' Secretary TODD BAZATA vfGE PRESiDENT On mil. D4 day of April , 201 B twore me personally appeared TO.DD_I3A ATA. _, I me known, being duly sworn, clspor-as and says that zrhe re&ldn In Broken Arrd4y, Ohfahoma, that s/he k$ a WP Pras4d2r1l of Oklahoma Surely Cflmpany, the company damrjbed to and which exaculed the above Instrunient; prat slhe knows Iha seal of the said Company; that the Baal afrixed to Iha said Jrrstrument is suoh oorpcdate seal: that It was ao affixed by auth'Ohly Of heTlhis office Under the Eye Laws or sold Cum pang. and that wbe aJgned his name thereto by IIke auf cktRy. STATE OF OKLAHOM COUNTY OF TULSA commissson # 11 OD8253 July C Ian explr�s� —Q8-1 S .JULIE A HA Na+ta Pubtlo TMs Power of Attorney Is #lranted by-autharity of the Following cesafuNans adopted by the Bawd of directors of Oklahoma Surety Company by unanlmaus written consent dated September 25. ZWS. RESOLVED; That the PreWdetrt, the Execullve Vito PreeWenlI the several Senior Moe Pimidents and Moe Prasldenis or any vne of them, be and hereby Is at0orizad, from Ume to lime, to appoint one or more A'Aorneys In -Fact to exaouts on behalf of the Company, as surety, any and all bonds, r_+ndeftkings and conlroots of suretyshlp, or other wrlttafr otIlgattons In the nature thereof; to preen Ibe their mpecllre dulJee and the vesper tive llm#z aFtheir sulJwrlty; and to revoke any stmch.appointment at any time, RESOLVED FURTHER: That the Company seal and the signature of any or the aroreseId of ricers and any secretaty orAssistanl secretary or Itm Ccrnparry may be affixed by facshmrra to any power or attamey or ceriiflcare or either glven for the execOlon aL any bond, underlektng. Goalraot of eurelyshltr, or oth & wrll ten obtlgatlon In the nal ure thereof, such signature and seal wrmn so u7.ed being hereby adopled by the Company as the orJgirfi l signature of suci7 offiow and the origlnal seal of the Company, to be v0d and binding Upon the Gfxrnlpsny wllh the same Fame. aad effect as though fnanually afflxP4. CERTIFICATION I, SHARON HACKL Secretaq flf Oklaltorna surely Company, do hereby cerllry that the Foregoing Power of Atiornay and the Rg5aiutwn5 of the +hare of 1)Ireclofs of September 26, 2009 have not been revoked and are now In for Force and effect, ,00'0f0, $Igned and seaJod thi8tj,� day of _1r1113 2W y'0 auf?t r , ; �4�t}•.�pQrf,j.., 4� r SHARON HA KL Secretary Crigo o VOID IF BOX IS EMPTY MID-CONTINENT CASUALTY COMPANY OKLAHOMA SURETY COMPANY STATE OF TEXAS CLAIM NOTICE ENDORSEMENT In accordance with Section 2253.021 (f) of the Texas Government Code and Section 53.202(6) of the Texas Property Code, any notice of claim to the named surety under this bond(s) should be sent to: Mailing: MID-CONTINENT CASUALTY COMPANY OKLAHOMA SURETY COMPANY P.O. BOX 1409 TULSA, OK 74101 TELEPHONE NO. 1-800-722-4994 FAX NO. 1-918-586-0840 E-MAIL: CLAIMS@MCG-INS.COM Physical: 1437 S. BOULDER SUITE 200 TULSA, OKLAHOMA 74119 ATTACH THIS NOTICE TO YOUR BOND UPON EXECUTION OF THE BOND TXGmendsmtV 00 61 1F _ 1 MArNTENANCE 13OND Page 1 00 1 SECTION 00 6119 2 MAjNTFNANCp ]BOND Bond #1018839 3 4 THE STATE OF TEXAS § s § KNOW ALL BY TEE PRESENTS: 6 COUNTY OF TARRANT § 7 That we EAR Telecommunications LLC dba EARTC known as a "Principal"herein and Oklahoma Surety Company ,acorporate surety 9 (sureties,. if more than one) duly, authorized to do business in the State of Texas., known as 10 " Surety" herein (whether one or more), -are held and firmly bound unto the City effort Wortk a I I municipal corporation created pursuant to the Taws of the State of Texas, known as "City" hercin, 12 in the surd of Seven Hundred Fifty Thousand and 00/100 — Dollars 13 ($._ 750,000.00 ), lawful money of the United States, to be paid in Port Worth; 14 Tarrant County, Texas, for payment of which sum well and truly be made unto the City and its 15 successors, we hind ourselves, our heirs, executors, administrators, suceessors and assigns, jointly 16 and severally, firmly by these presents. 17 I8 WHEREAS, the Principal has entered into a certain written .contract with the City awarded 19 the 4th day of J urge 20DWhich Contract is hereby 20 referred to and a made part hereof for all purposes as if fully set forth herein, to furnish all 21 materials, equipment labor and other accessories as deiRned by law, in the prosecutionof the 22 Work including any Work resulting from a duly authorix..ed Change Order (collectively herein, 23 the "Work") as provided. for in said contract and designated as Traffic Signal Modification and 24 Upgrade at Various locations Throughout the City, City Project No, Unit -Price Contract, Various. 25 Project Numbers, and 26 27 WRMM.AS, Principal binds itself to use such materials and to so construct the Work in 28 acc ordafice with the plans, specifications and Contract Documents that the Work is and will. 29 remain free from defeats in materials or workmanship for and .during the period of two (2) years 30 met- rhe, date of Final Acceptance of the Work, by the City C MairAcnance Period'; and 31 32 WHEREAS, Principal binds itself to. repair or reconstruct the Work in whole or in part 33 upon.reeeiving notice from the City of need therefor at any time within the Maintenance 34 Period. CITY OF FORT WORTH Traffic ftual Modifications and Upgrade STANDARD CONSTRUCTIONSMVICATIONDOCLINMNTS atVariousim fianaThroughout the City City PrgectNo, iJn f?rfce.Con a�a.�rarinbsl'aejcctTIum r I�yvised JUIY 1, 20i I 0061 19 - 2 MAINTFNANICE BOND Page 2 oi3 1 2 NOW THEREFORE, the condition of this obligation is such that if Principal. shall 3 remedy any defective Work, for which timely notice was provided by City, to a completion 4 satisfactory to the City, then this obligation shall become null and void; otherwiseto remain in 5 full force and effect. 6 7 8 9 10 11 12 13 14 15 16 17 18 1.9 20 PROVIDED, HOWEVER, if Principal shall fail so to repair or.reconstruct any timely noticed defective Work; it is agreed that the City may cause any andall such defective Work to be repaired and/or reconstructed with all associated costs thereof tieing borne by the Principal aAd the Surety under this Maintenance bond; and 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; and PROVIDED FURTHER, that this obligation shall be continuous in nature and successive recoveries may be had hereon,for successive breaches, CITY OF FORT WORTH STANDARD CONSTRUCT -ION SPECIFICATION DOCUMENTS Revised July 1, 2011 Tragic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit. Price Contract, Various Project Numbers 1 2 3 4 5 6 7 s 10 11 12 13 14 15 16 17 1.8 19 20 21 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Oo 61 19 - 3 .MAINTENANCE BOND Page 3 of 3 IN WITNESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this instrument by dilly authorized agents and offmers on this the 8th day of ._ July , 2019. ATTEST: As Per Attached Power of Attorney PRINCIPAL: BY: Name and is, LLC dba EARTC Addr,ss:16201 Bratton Lane Austin, TX. 78728 SURETY; Oklahoma Surety Company 13Y: Signature ~ David T. Satine, Attorney -In -Fact Name and Title Address: P.O. Box 14Q2 (S, }Secr Tulsa OK 744101 ' Vfness to su3rety Telephone Number: (918) 587-7221 reen Shearin, Client Relations Manager *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by-laws showing that this person has authority to sign such obligation. If Surety's physical address is different from its .mailing address, both must be. provided. The date of:the bond shall not be prior to the date the Contract is awarded, Oklahoma Surety Company Physical address: 1437 South Boulder Suite 200 Tulsa, OK. 74119 CITY OF FORT WORTH STANDAIO> CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Trafiie Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers f LAHONEA SURETY COMPANY 1437 SOUTH BOULDER. SUITE 200 - TUL A, OKLAHOMA 7411 - 818. ST-7221 - FAX 918-588-1 63 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS. Thal the OKLAHOMA SURETY COMPANY a cr}rporation organized and emiating under and by vlriue of the lawn of the 91ale of Oblo, does harapy nominate, rAmsWite and appoint tiro parson or persona non -tad below, each JndlyiduaUy if more than one is named. Its true a rid !,&Wul attorney' In•f W, for it and In its name. place and alead to exe>~ ule ea beh all of the "Id Company, or, surety, any and aN fronds, undertakings arid aapntrac#a of suratyshlp, or other written obllgatlons In the rralur2 thereof Warren M. Alter and Dated T. Sat.lne, all of MIAMI LAKES, FL IN WITNESS WHEREOF, the nfflcers and I�: rrorporate Beal ha;retrrtto y�7 011 $t♦��xf� � SEA OK LAHOMA SURETY OOM, PANY has cNus2tl Ihese presents to be slg+ted and attested by its spprapaiate affixed this 04 day of Apell .2018 ATTP5'r x1.(t, 51-b P H C1 L Secretary OKLAHOMA SURETY COMPANY 71;d :�) a",± TODD aAZATA VICE PRESIDENT On this D4 day of April , 2018 before me personalty appeared TODD BAZATA , to me 1 rroLyn, being duty sworn. deppses and sa ya that sire resides in Broken Arrow, Okla hums, that slhe is a Vice Prn.ldent 0 Ok iabotrta S urety Compa ny, the company deaarlbO In and whloh executed the above inatrument, UiAl Who knows the seal of It�e said Company; that the seed affkced to the Said Instrument la such aMTHXata seaJ, thar I1 was &0 affixed by aurtrorlty of hsrrhIs offlre under the Sy -taws of sxld i om r-y, and thaw she rlgt►ed rile name fhefel0 by Ilke authorlty- STATE OF OKLAI OMA 55 COUNTY OF TUL5A Commission# 11008253 Myc JLiLIE (:ALA HAN f~iolaryJ'ui�lc This Powef of Attorney Is granted by authorlty of the fotlowJrtg resc+tur;ons adapted by the Soard aF 01rect9ris of Oktbhomm Surety Company #y.unanimaus written cgnsenl dated September 25, 2009. RES01_VED; That tha FfasMant, the Executive Vica Pmsidont, lbe several Senior Vice Prasldants- srrd Vice Pre4de+lls or any one of theMr be and tweby is authorIzed, from time to t1me, to appoint wee of more Allorriey&ln-tact to exatute on behaH of the Company, as surely. any and ail bonds, underl okings and contmats of suretyship, ar other written oOlgatlons In the n attire theraNf; to prescriba 14e1r respective duties a nd ttte respeotive tlmlls of 1helr authority; and to f evoRe any autrh appointmerll a any lime, RESOLVED FURTHER; That the Company seal and this slgname of artyWthe aforasaI'd officers artd any SecretaryorAssfslant Sarretaryof the Company may bo affixed try I'mulmile to any power of attorney or cdrllilcala of EOhor giV2rr for the emeoution of any bond, undertakIry. corltracl of swetyship, or other Wrlltart obtigatlorl in the rlatura thereof, such aigrlature and seal when so used being beraby adopted by the Company as the i}riginel Wgnaturo of such Of er and Vie original seal of the Company, to be valid and binding upon the Company with the same farce and efFecl as though rnetsually affixed. CERTIFFCATION f, SHARON HA KL Ssaretary or Oklahoma 6uroty Canmpany. do hereby certify Ittat the foregoing Pawor 0 Allorney tired the Resolullona of Ihro SOBTd of �Dlreetprs of Septambaf 25. 2009 h eve not been rovoklad and are noW in furl fame and effpct- ,�„ Slgned and seated Ihls Rth day of .fir t 201 o � tr�t<AL' ti •., .� 5�, SHARON HA KL SpQretary Pk VOID IF BOX IS EMPTY MID-CONTINENT CASUALTY COMPANY OKLAHOMA SURETY COMPANY STATE OF TEXAS CLAIM NOTICE ENDORSEMENT In accordance with Section 2253.021 (f) of the Texas Government Code and Section 53.202(6) of the Texas Property Code, any notice of claim to the named surety under this bond(s) should be sent to: Mailing: MID-CONTINENT CASUALTY COMPANY OKLAHOMA SURETY COMPANY P.O. BOX 1409 TULSA, OK 74101 TELEPHONE NO. 1-800-722-4994 FAX NO. 1-918-586-0840 E-MAIL: CLAIMS@MCG-INS.COM Physical: 1437 S. BOULDER . SUITE 200 TULSA, OKLAHOMA 74119 ATTACH THIS NOTICE TO YOUR BOND UPON EXECUTION OF THE BOND TXdmendsmt07 COMMERCIAL GENERAL LIABILITY CG88100413 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL GENERAL LIMILITY EXTENSION This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART INDEX SUBJECT PAGE NON -OWNED AIRCRAFT 2 NON -OWNED WATERCRAFT 2 PROPERTY DAMAGE LIABILITY - ELEVATORS 2 EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) 2 MEDICAL PAYMENTS EXTENSION 3 EXTENSION OF SUPPLEMENTARY PAYMENTS - COVERAGES A AND B 3 ADDITIONAL INSUREDS - BY CONTRACT, AGREEMENT OR PERMIT 3 PRIMARY AND NON-CONTRIBUTORY- ADDITIONAL INSURED EXTENSION S ADDITIONAL INSUREDS - EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" 6 WHO IS AN INSURED - INCIDENTAL MEDICAL ERRORS/MALPRACTICE AND WHO IS AN INSURED -FELLOW EMPLOYEE EXTENSION -MANAGEMENT EMPLOYEES 6 NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES 7 FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES 7 KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT 7 LIBERALIZATION CLAUSE 7 BODILY INJURY REDEFINED 7 EXTENDED PROPERTY DAMAGE 8 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - 8 WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU O 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 1 of 8 With respect to coverage afforded by this endorsement, the provisions of the policy apply unless modified by the endorsement. A. NON -OWNED AIRCRAFT Under Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury And Property Damage Liability, exclusion g. Aircraft, Auto Or Watercraft does not apply to an aircraft provided: 1. It is not owned by any insured; 2. It is hired, chartered or loaned with a trained paid crew; 3. The pilot in command holds a currently effective certificate, issued by the duly constituted authority of _ the United States of America or Canada, designating her or him a commercial or airline pilot; and 4. It is not being used to carry persons or property for a charge. However, the insurance afforded by this provision does not apply if there is available to the insured other valid and collectible insurance, whether primary, excess (other than insurance written to apply specifically in excess of this policy), contingent or on any other basis, that would also apply to the loss covered under this provision. B. NON -OWNED WATERCRAFT Under Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury And Property Damage Liability, Subparagraph (2) of exclusion g. Aircraft, Auto Or Watercraft is replaced by the following: -- This exclusion does not apply to: (2) A watercraft you do not own that is: (a) Less than 52 feet long; and (b) Not being used to carry persons or property for a charge. C. PROPERTY DAMAGE LIABILITY - ELEVATORS 1. Under Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury And Property Damage Liabil- ity, Subparagraphs (3), (4) and (6) of exclusion j. Damage To Property do not apply if such "property damage" results from the use of elevators. For the purpose of this provision, elevators do not include vehicle lifts. Vehicle lifts are lifts or hoists used in automobile service or repair operations. 2. The following is added to Section IV - Commercial General! Liability Conditions, Condition 4. Other Insurance, Paragraph b. Excess Insurance: The insurance afforded by this provision of this endorsement is excess over any property insurance, whether primary, excess, contingent or on any other basis. D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) If Damage To Premises Rented To You is not otherwise excluded from this Coverage Part: 1. Under Paragraph 2. Exclusions of Section I - Coverage A - Bodily Injury and Property Damage Liability: a. The fourth from the last paragraph of exclusion j. Damage To Property is replaced by the follow- ing: Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" (other than damage by fire, lightning, explosion, smoke, or leakage from an automatic fire protection system) to: (i) Premises rented to you for a period of 7 or fewer consecutive days; or (ii) Contents that you rent or lease as part of a premises rental or lease agreement for a period of more than 7 days. Paragraphs (1), (3) and (4) of this exclusion do not apply to "property damage" to contents of premises rented to you for a period of 7 or fewer consecutive days. A separate limit of insurance applies to this coverage as described in Section III - Limits of Insurance. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 2 of 8 b. The last paragraph of subsection 2. Exclusions is replaced by the following: Exclusions c. through n. do not apply to damage by fire, lightning, explosion, smoke or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with permission of the owner. A separate limit of insurance applies to Damage To Premises Rented To You as described in Section III - Limits Of Insurance. 2. Paragraph 6. under Section III - Limits Of Insurance is replaced by the following: 6. Subject to Paragraph ,. above, the Damage To Premises Rented To You Limit is the most we will pay under Coverage A for damages because of "property damage" to: a. Any one premise: (1) While rented to you; or (2) While rented to you or temporarily occupied by you with permission of the owner for damage by fire, lightning, explosion, smoke or leakage from automatic protection sys- tems; or b. Contents that you rent or lease as part of a premises rental or lease agreement. 3. As regards coverage provided by this provision D. EXTENDED DAMAGE TO PROPERTY RENTED TO YOU (Tenant's Property Damage) - Paragraph 9.a. of Definitions is replaced with the following: 9.a. A contract for a lease of premises. However, that portion of the contract for a lease of premises that indemnifies any person or organization for damage by fire, lightning, explosion, smoke, or leakage from automatic fire protection systems to premises while rented to you or temporarily occupied by you with the permission of the owner, or for damage to contents of such premises that are included in your premises rental or lease agreement, is not an "insured contract". E. MEDICAL PAYMENTS EXTENSION If Coverage C Medical Payments is not otherwise excluded, the Medical Payments provided by this policy are amended as follows. - Under Paragraph 1. Ensuring Agreement of Section I - Coverage C - Medical Payments, Subparagraph (b) of Paragraph a. is replaced by the following: (b) The expenses are incurred and reported within three years of the date of the accident; and F. EXTENSION OF SUPPLEMENTARY PAYMENTS - COVERAGES A AND B 1. Under Supplementary Payments - Coverages A and B, Paragraph 1.b. is replaced by the following: b. Up to $3,000 for cost of bail bonds required because of accidents or traffic law violations arising out of the use of any vehicle to which the Bodily Injury Liability Coverage applies. We do not have to furnish these bonds. 2. Paragraph 1.d. is replaced by the following: d. All reasonable expenses incurred by the insured at our request to assist us in the investigation or defense of the claim or "suit", including actual loss of earnings up to $500 a day because of time off from work. G. ADDITIONAL INSUREDS - BY CONTRACT, AGREEMENT OR PERMIT 1. Paragraph 2. under Section II - Who Is An Insured is amended to include as an insured any person or organization whom you have agreed to add as an additional insured in a written contract, written agreement or permit. Such person or organization is an additional insured but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused in whole or in part by: a. Your acts or omissions, or the acts or omissions of those acting on your behalf, in the performance of your on going operations for the additional insured that are the subject of the written contract or written agreement provided that the "bodily injury" or "property damage" occurs, or the "per- sonal and advertising injury" is committed, subsequent to the signing of such written contract or written agreement; or Q 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 3 of 8 b. Premises or facilities rented by you or used by you; or c. The maintenance, operation or use by you of equipment rented or leased to you by such person or organization; or d. Operations performed by you or on your behalf for which the state or political subdivision has issued a permit subject to the following additional provisions: (1) This insurance does not apply to "bodily injury", "property damage", or "personal and ad- vertising injury" arising out of the operations performed for the state or political subdivision; (2) This insurance does not apply to "bodily injury" or "property damage" included within the "completed operations hazard". - (3) Insurance applies to premises you own, rent, or control but only with respect to the following hazards: (a) The existence, maintenance, repair, construction, erection, or removal of advertising signs, awnings, canopies, cellar entrances, coal holes, driveways, manholes, marquees, hoist away openings, sidewalk vaults, street banners, or decorations and similar expo- - - sures; or (b) The construction, erection, or removal of elevators; or (c) The ownership, maintenance, or use of any elevators covered by this insurance. However: 1. The insurance afforded to such additional insured only applies to the extent permitted by law; and 2. If coverage provided to the additional insured is required by a contract or agreement, the insur- ance afforded to such additional insured will not be broader than that which you are required by the contract or agreement to provide for such additional insured. With respect to Paragraph 1.a. above, a person's or organization's status as an additional insured under this endorsement ends when: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. With respect to Paragraph 1.b. above, a person's or organizations status as an additional insured under this endorsement ends when their written contract or written agreement with you for such premises or facilities ends. With respects to Paragraph 1.c. above, this insurance does not apply to any "occurrence" which takes place after the equipment rental or lease agreement has expired or you have returned such equipment to the lessor. The insurance provided by this endorsement applies only if the written contract or written agreement is signed prior to the "bodily injury" or "property damage". We have no duty to defend an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured as required in Paragraph b. of Condition 2. Duties In the Event Of Occurrence, Offense, Claim Or Suit under Section IV - Commercial General Liability Condi- tions. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. page 4 of 8 2. With respect to the insurance provided by this endorsement, the following are added to Paragraph 2. Exclusions under Section I - Coverage A - Bodily Injury And Property Damage Livability: This insurance does not apply to: a. "Bodily injury" or "property damage" arising from the sole negligence of the additional insured. b. "Bodily injury" or "property damage" that occurs prior to you commencing operations at the location where such "bodily injury" or "property damage" occurs. c. "Bodily injury", "property damage" or "personal and advertising injury" arising out of the render- ing of, or the failure to render, any professional architectural, engineering or surveying services, including: (1) The preparing, approving, or failing to prepare or approve, maps, shop drawings, opinions, reports, surveys, field orders, change orders or drawings and specifications; or (2) Supervisory, inspection, architectural or engineering activities. This exclusion applies even if the claims against any insured allege negligence or other wrongdoing in the supervision, hiring, employment, training or monitoring of others by that insured, if the 'occur- rence" which caused the "bodily injury" or "property damage", or the offense which caused the "personal and advertising injury", involved the rendering of, or the failure to render, any professional architectural, engineering or surveying services. d_ "Bodily injury" or "property damage" occurring after: (1) All work, including materials, parts or equipment furnished in connection with such work, on the project (other than service, maintenance or repairs) to be performed by or on behalf of the additional insured(s) at the location of the covered operations has been completed; or (2) That portion of "your work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. e. Any person or organization specifically designated as an additional insured for ongoing operations by a separate ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS endorsement is- sued by us and made a part of this policy. 3. VVlith respect to the insurance afforded to these additional insureds, the following is added to Section III - Limits Of Insurance: If coverage provided to the additional insured is required by a contract or agreement, the most we will pay on behalf of the additional insured is the amount of insurance: a. Required by the contract or agreement; or b. Available under the applicable Limits of Insurance shown in the Declarations; whichever is less. This endorsement shall not increase the applicable Limits of Insurance shown in the Declaratio ns. H. PRIMARY AND NON-CONTRIBUTORY ADDITIONAL INSURED EXTENSION This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. Condition 4. Other Insurance of SECTION IV - COMMERCIAL GENERAL LIABILITY CONDITIONS is amend- ed as follows: a. The following is added to Paragraph a. Primary Insurance: If an additional insured's policy has an Other Insurance provision making its policy excess, and you have agreed in a written contract or written agreement to provide the additional insured coverage on a primary and noncontributory basis, this policy shall be primary and we will not seek contribution from the additional insured's policy for damages we cover. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 5 of 8 b. The following is added to Paragraph b. Excess Insurance: When a written contract or written agreement, other than a premises lease, facilities rental contract or agreement, an equipment rental or lease contract or agreement, or permit issued by a state or political subdivision between you and an additional insured does not require this insurance to be primary or primary and non-contributory, this insurance is excess over any other insurance for which the addi- tional insured is designated as a Named Insured. Regardless of the written agreement between you and an additional insured, this insurance is excess over any other insurance whether primary, excess, contingent or on any other basis for which the additional insured has been added as an additional insured on other policies. I. ADDITIONAL INSUREDS - EXTENDED PROTECTION OF YOUR "LIMITS OF INSURANCE" This provision applies to any person or organization who qualifies as an additional insured under any form or endorsement under this policy. - 1_ The following is added to Condition 2. Duties In The Event Of Occurrence, Offense, Claim or Suit: An additional insured under this endorsement will as soon as practicable. a. Give written notice of an 'occurrence" or an offense that may result in a claim or "suit" under this insurance to us; b. Tender the defense and indemnity of any claim or "suit" to all insurers whom also have — insurance available to the additional insured; and c. Agree to make available any other insurance which the additional insured has for a loss we cover under this Coverage Part. d. We have no duty to defend or indemnify an additional insured under this endorsement until we receive written notice of a "suit" by the additional insured. 2. The limits of insurance applicable to the additional insured are those specified in a written contract or written agreement or the limits of insurance as stated in the Declarations of this policy and defined in Section III - Limits of Insurance of this policy, whichever are less. These limits are inclusive of and not in addition to the limits of insurance available under this policy. J. WHO IS AN INSURED - INCIDENTAL MEDICAL ERRORS 1 MALPRACTICE WHO IS AN INSURED - FELLOW EMPLOYEE EXTENSION - MANAGEMENT EMPLOYEES Paragraph 2.a.(1) of Section 11 -Who. Is An Insured is replaced with the following: (1) "Bodily injury" or "personal and advertising injury": (a) To you, to your partners or members (if you are a partnership or joint venture), to your members (if you are a limited liability company), to a co -"employee" while in the course of his or her employ- ment or performing duties related to the conduct of your business, or to your other "volunteer workers" while performing duties related to the conduct of your business; (b) To the spouse, child, parent, brother or sister of that co -"employee" or "volunteer worker" as a consequence of Paragraph (1) (a) above; (c) For which there is any obligation to share damages with or repay someone else who must pay damages because of the injury described in Paragraphs (1) (a) or (b) above; or (d) Arising out of his or her providing or failing to provide professional health care services. However, if you are not in the business of providing professional health care services or providing profes- sional health care personnel to others, or if coverage for providing professional health care ser- vices is not otherwise excluded by separate endorsement, this provision (Paragraph (d)) does not apply. Paragraphs (a) and (b) above do not apply to "bodily injury" or "personal and advertising injury" caused by an "employee" who is acting in a supervisory capacity for you. Supervisory capacity as used herein means the "employee's" job responsibilities assigned by you, includes the direct supervision of other "employ- ees" of yours. However, none of these "employees" are insureds for "bodily injury" or "personal and Q 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 6 of 8 advertising injury" arising out of their willful conduct, which is defined as the purposeful or willful intent to cause "bodily injury" or "personal and advertising injury", or caused in whole or in part by their intoxica- tion by liquor or controlled substances. The coverage provided by provision J. is excess over any other valid and collectable insurance mailable to your "employee". K. NEWLY FORMED OR ADDITIONALLY ACQUIRED ENTITIES Paragraph 3. of Section 11 -Who Is An Insured is replaced by the following: 3. Any organization you newly acquire or form and over which you maintain ownership or majority interest, will qualify as a Named Insured if there is no other similar insurance available to that organization. However: a. Coverage under this provision is afforded only until the expiration of the policy period in which the entity was acquired or formed by you; b. Coverage A does not apply to "bodily injury" or "property damage" that occurred before you acquired or formed the organization; and c. Coverage B does not apply to "personal and advertising injury" arising out of an offense committed before you acquired or formed the organization. d. Records and descriptions of operations must be maintained by the first Named Insured. No person or organization is an insured with respect to the conduct of any current or past partnership, joint venture or limited liability company that is not shown as a Named Insured in the Declarations or qualifies as an insured under this provision. L. FAILURE TO DISCLOSE HAZARDS AND PRIOR OCCURRENCES Under Section IV - Commercial General Liability Conditions, the following is added to Condition 6. Repre- sentations: Your failure to disclose all hazards or prior 'occurrences" existing as of the inception date of the policy shall not prejudice the coverage afforded by this policy provided such failure to disclose all hazards or prior "occurrences" is not intentional. M. KNOWLEDGE OF OCCURRENCE, OFFENSE, CLAIM OR SUIT Under Section IV - Commercial General Liability Conditions, the following is added to Condition 2. Duties In The Event of Occurrence, Offense, Claim Or Suit: Knowledge of an "occurrence", offense, claim or "suit" by an agent, servant or "employee" of any insured shall not in itself constitute knowledge of the insured unless an insured listed under Paragraph 1. of Section 11 - Who Is An Insured or a person who has been designated by them to receive reports of "occurrences", offenses, claims or "suits" shall have received such notice from the agent, servant or "employee". N. LIBERALIZATION CLAUSE If we revise this Commercial General Liability Extension Endorsement to provide more coverage without additional premium charge, your policy will automatically provide the coverage as of the day the revision is effective in your state. O. BODILY INJURY REDEFINED Under Section V - Definitions, Definition 3. is replaced by the following: 3. "Bodily Injury" means physical injury, sickness or disease sustained by a person. This includes mental anguish, mental injury, shock, fright or death that results from such physical injury, sick- ness or disease. O 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 7 of 8 P. EXTENDED PROPERTY DAMAGE Exclusion a. of COVERAGE A. BODILY INJURY AND PROPERTY DAMAGE LIABILITY is replaced by the following: a. Expected Or Intended Injury "Bodily injury" or "property damage" expected or intended from the standpoint of the insured. This exclusion does not apply to "bodily injury" or "property damage" resulting from the use of reasonable force to protect persons or property. Q. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US - WHEN REQUIRED IN A CONTRACT OR AGREEMENT WITH YOU Under Section IV - Commercial General Liability Conditions, the following is added to Condition 8. Trans- fer Of Rights Of Recovery Against Others To Us: We waive any right of recovery we may have against a person or organization because of payments we - make for injury or damage arising out of your ongoing operations or "your work" done under a contract with that person or organization and included in the "products -completed operations hazard" -- provided: - — 1. You and that person or organization have agreed in writing in a contract or agreement that you waive such rights against that person or organization; and 2. The injury or damage occurs subsequent to the execution of the written contract or written agree- ment. © 2013 Liberty Mutual Insurance CG 88 10 04 13 Includes copyrighted material of Insurance Services Office, Inc., with its permission. Page 8 of 8 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: FelfuW2,2016 STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT TABLE OF CONTENTS Page Article 1— Definitions and Terminology.......................................................................................................... I 1.01 Defined Terms...............................................................................................................................1 1.02 Terminology..................................................................................................................................6 Article2 — Preliminary Matters......................................................................................................................... 7 2.01 Copies of Documents....................................................................................................................7 2.02 Cor mencement of Contract Time; Notice to Proceed................................................................ 7 2.03 Starting the Work.......................................................................................................................... 8 2.04 Before Starting Construction........................................................................................................ 8 2.05 Preconstruction Conference.......................................................................................................... 8 2.06 Public Meeting.............................................................................................................................. 8 2.07 Initial Acceptance of Schedules.................................................................................................... 8 Article 3 — Contract Documents. Intent, Amending, Reuse............................................................................ 8 3.01 Intent.............................................................................................................................................. 8 3.02 Reference Standards...................................................................................................................... 9 3.03 Reporting and Resolving Discrepancies....................................................................................... 9 3.04 Amending and Supplementing Contract Documents................................................................. 10 3.05 Reuse of Documents...................................................................................................................10 3.06 Electronic Data............................................................................................................................ I I Article 4 — Availability of Lands; Subsurface and Physical Conditions; Hazardous Environmental Conditions; Reference Points...........................................................................................................11 4.01 Availability of Lands..................................................................................................................11 4.02 Subsurface and Physical Conditions..........................................................................................12 4.03 Differing Subsurface or Physical Conditions ............................................... 4.04 Underground Facilities...............................................................................................................13 4.05 Reference Points.........................................................................................................................14 4.06 Hazardous Environmental Condition at Site..............................................................................14 Article 5 — Bonds and Insurance.....................................................................................................................16 5.01 Licensed Sureties and Insurers...................................................................................................16 5.02 Performance, Payment, and Maintenance Bonds.......................................................................16 5.03 Certificates of Insurance........................................................................................•....................16 5.04 Contractor's Insurance................................................................................................................18 5.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................19 Article 6 — Contractor's Responsibilities........................................................................................................19 6.01 Supervision and Superintendence...............................................................................................19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febraary2,2016 6.02 Labor; Working Hours................................................................................................................20 6.03 Services, Materials, and Equipment........................................................................................... 20 6.04 Project Schedule..........................................................................................................................21 6.05 Substitutes and "Or-Equals".......................................................................................................21 6.06 Concerning Subcontractors, Suppliers, and Others....................................................................24 6.07 Wage Rates..................................................................................................................................25 6.08 Patent Fees and Royalties...........................................................................................................26 6.09 Permits and Utilities.................................................................................................................... 27 6.10 Laws and Regulations................................................................................................................. 27 6.11 Taxes...........................................................................................................................................28 6.12 Use of Site and Other Areas.......................................................................................................28 6.13 Record Documents......................................................................................................................29 6.14 Safety and Protection..................................................................................................................29 6.15 Safety Representative.................................................................................................................. 30 6.16 Hazard Communication Programs.............................................................................................30 6.17 Emergencies and/or Rectification............................................................................................... 30 6.18 Submittals....................................................................................................................................31 6.19 Continuing the Work................................................................................................................... 32 6.20 Contractor's General Warranty and Guarantee..........................................................................32 6,21 Indemnification.........................................................................................................................33 6.22 Delegation of Professional Design Services.............................................................................. 34 6.23 Right to Audit..............................................................................................................................34 6.24 Nondiscrimination.......................................................................................................................35 Article7 - Other Work at the Site................................................................................................................... 35 7.01 Related Work at Site................................................................................................................... 35 7.02 Coordination................................................................................................................................36 Article 8 - City's ResponsibiIities...................................................................................................................36 8.01 Communications to Contractor................................................................................................... 36 8.02 Furnish Data................................................................................................................................ 36 8.03 Pay When Due............................................................................................................................ 36 8.04 Lands and Easements; Reports and Tests...................................................................................36 8.05 Change Orders.............................................................................................................................36 8.06 .............................................. Inspections, Tests, and Approvals ............................................ .... 36 8,07 Limitations on City's Responsibilities....................................................................................... 37 8.08 Undisclosed Hazardous Environmental Condition....................................................................37 8.09 Compliance with Safety Program............................................................................................... 37 Article 9 - City's Observation Status During Construction........................................................................... 37 9.01 City's Project Manager............................................................................................................37 9.02 Visits to Site................................................................................................................................ 37 9.03 Authorized Variations in Work......................................................................................... .... 38 9.04 Rejecting Defective Work..........................................................................................................38 9.05 Determinations for Work Performed..........................................................................................38 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work ..................... 38 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fetnmry2,2016 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 L1.04 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 15.01 City May Suspend Work ..................... 15,02 City May Terminate for Cause ........... 15.03 City May Terminate For Convenience Article 16 - Dispute Resolution ...................................... 16.01 Methods and Procedures ............................. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmwy2,20I6 ............................................................................ 57 ............................................................................ 57 ............................................................................ 58 ............................................................................ 60 ................. 61 ................. 61 Article17 — Miscellaneous.............................................................................................................................. 62 17.01 Giving Notice.............................................................................................................................. 62 17.02 Computation of Times.......................................................................................•........................62 17.03 Cumulative Remedies................................................................................................................. 62 17.04 Survival of Obligations............................................................................................................... 63 17.05 Headings......................................................................................................................................63 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,20I6 007200-1 GENERAL CONDITIONS Page] of63 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Addenda Written or graphic instruments issued prior to the opening of Bids which clarify, correct, or change the Bidding Requirements or the proposed Contract Documents. 2. Agreement —The written instrument which is evidence of the agreement between City and Contractor covering the Work. 3. Application for Payment The form acceptable to City which is to be used by Contractor during the course of the Work in requesting progress or final payments and which is to be accompanied by such supporting documentation as is required by the Contract Documents. 4. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 5. Award— Authorization by the City Council for the City to enter into an Agreement. 6. Bid —The offer or proposal of a Bidder submitted on the prescribed form setting forth the prices for the Work to be performed. 7. Bidder —The individual or entity who submits a Bid directly to City. 8. Bidding Documents The Bidding Requirements and the proposed Contract Documents (including all Addenda). 9. Bidding Requirements The advertisement or Invitation to Bid, Instructions to Bidders, Bid security of acceptable form, if any, and the Bid Form with any supplements. 10. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 11. Buzzsaw — City's on-line, electronic document management and collaboration system. 12. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February2,2016 00 72 00 -1 GENERAL CONDITIONS Page 2 of 63 13. Change Order —A document, which is prepared and approved by the City, which is signed by Contractor and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 14. City— The City of Fort Worth, Texas, a home -rule municipal corporation, authorized and chartered under the Texas State Statutes, acting by its governing body through its City Manager, his designee, or agents authorized under his behalf, each of which is required by Charter to perform specific duties with responsibility for final enforcement of the contracts involving the City of Fort Worth is by Charter vested in the City Manager and is the entity with whom Contractor has entered into the Agreement and for whom the Work is to be performed. 15. City Attorney — The officially appointed City Attorney of the City of Fort Worth, Texas, or his duly authorized representative. 16. City Council - The duly elected and qualified governing body of the City of Fort Worth, Texas. 17. City Manager — The officially appointed and authorized City Manager of the City of Fort Worth, Texas, or his duly authorized representative. 18. Contract Claim —A demand or assertion by City or Contractor seeking an adjustment of Contract Price or Contract Time, or both, or other relief with respect to the terms of the Contract. A demand for money or services by a third party is not a Contract Claim 19. Contract —The entire and integrated written document between the City and Contractor concerning the Work. The Contract contains the Agreement and all Contract Documents and supersedes prior negotiations, representations, or agreements, whether written or oral. 20. Contract Documents Those items so designated in the Agreement. All items listed in the Agreement are Contract Documents. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 21. Contract Price The moneys payable by City to Contractor for completion of the Work in accordance with the Contract Documents as stated in the Agreement (subject to the provisions of Paragraph 11.03 in the case of Unit Price Work). 22. Contract Time The number of days or the dates stated in the Agreement to: (i) achieve Milestones, if any and (ii) complete the Work so that it is ready for Final Acceptance. 23. Contractor The individual or entity with whom City has entered into the Agreement. 24. Cost of the Work —See Paragraph 11.01 of these General Conditions for definition. CITY OF FORT WORTH STANDARDCONSTRUCTION SPECIFICATION DOCUMENTS Revision: Feb ary2,20I6 00 72 00 - I GENERAL CONDITIONS Page 3 of 63 25. Damage Claims A demand for money or services arising from the Project or Site from a third party, City or Contractor exclusive of a Contract Claim. 26. Day or day — A day, unless otherwise defined, shall mean a Calendar Day. 27. Director of Aviation — The officially appointed Director of the Aviation Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 28. Director of Parks and Community Services — The officially appointed Director of the Parks and Community Services Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 29. Director of Planning and Development — The officially appointed Director of the Planning and Development Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 30. Director of Transportation Public Works — The officially appointed Director of the Transportation Public Works Department of the City of Fort Worth, Texas, or his duly appointed representative, assistant, or agents. 31. Director of Water Department The officially appointed Director of the Water Department of 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: Febuary2,20I6 00 72 00 -1 GENERAL CONDITIONS Page 4 of63 38. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 39. General Requirements —Sections of Division 1 of the Contract Documents. 40. Hazardous Environmental Condition The presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, Radioactive Material, or other materials in such quantities or circumstances that may present a substantial danger to persons or property exposed thereto. 41. Hazardous Waste Hazardous waste is defined as any solid waste listed as hazardous or possesses one or more hazardous characteristics as defined in the federal waste regulations, as amended from time to time. 42. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 43. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 44. Major Item An Item of work included in the Contract Documents that has a total cost equal to or greater than 5% of the original Contract Price or $25,000 whichever is less. 45. Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 46. Notice of Award The written notice by City to the Successful Bidder stating that upon timely compliance by the Successful Bidder with the conditions precedent listed therein, City will sign and deliver the Agreement. 47. Notice to Proceed —A written notice given by City to Contractor fixing the date on which the Contract Time will commence to run and on which Contractor shall start to perform the Work specified in Contract Documents. 48. PCBs —Polychlorinated biphenyls. 49. Petroleum Petroleum, including crude oil or any fraction thereof which is liquid at standard conditions of temperature and pressure (60 degrees Fahrenheit and 14.7 pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refuse, gasoline, kerosene, and oil mixed with other non -Hazardous Waste and crude oils. 50. Plans — See definition of Drawings. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 007200-1 GENERAL CONDITIONS Page 5 of63 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 Materia"ource, 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: Febn ary 2, 20I6 00 72 00 - 1 GENERAL CONDITIONS Page 6 of63 63. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 64. Successful Bidder The Bidder submitting the lowest and most responsive Bid to whom City makes an Award. 65. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and to act for the Contractor. 66. Supplementary C o n d i t i o n s That part of the Contract Documents which amends or supplements these General Conditions. 67. Supplier A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 68. Underground Facilities —All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 69. Unit Price Work —See Paragraph 11.03 of these General Conditions for definition. 70. Weekend Working Hours — Hours beginning at 9:00 a.m. and ending at 5:00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. 71. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Change Order or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 72. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6 p.m. 1,02 Terminology A. The words and terms discussed in Paragraph 1.02.B through E are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Intent of Certain Terms or Adjectives: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Feb mmy2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 7 of63 1. The Contract Documents include the terms "as allowed," "as approved," "as ordered," "as directed" or terms of like effect or import to authorize an exercise of judgment by City. In addition, the adjectives "reasonable," "suitable," "acceptable," "proper," "satisfactory," or adjectives of like effect or import are used to describe an action or determination of City as to the Work. It is intended that such exercise of professional judgment, action, or determination will be solely to evaluate, in general, the Work for compliance with the information in the Contract Documents and with the design concept of the Project as a functioning whole as shown or indicated in the Contract Documents (unless there is a specific statement indicating otherwise). C. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. D. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean fiunishing 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: Felxuay2,2016 00 72 00 - I GENERAL CONDITIONS Page 8 of63 2.03 Starting the Work Contractor shall start to perform the Work on the date when the Contract Time commences to run. No Work shall be done at the Site prior to the date on which the Contract Time commences to run. 2.04 Before Starting Construction Baseline Schedules: Submit in accordance with the Contract Documents, and prior to starting the Work. 2.05 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.06 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. 2.07 Initial,4cceptance of Schedules No progress payment shall be made to Contractor until acceptable schedules are submitted to City in accordance with the Schedule Specification as provided in the Contract Documents. ARTICLE 3 -- CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE 3.01 Intent A. The Contract Documents are complementary; what is required by one is as binding as if required by all. B. It is the intent of the Contract Documents to describe a functionally complete project (or part thereof) to be constructed in accordance with the Contract Documents. Any labor, documentation, services, materials, or equipment that reasonably may be inferred from the Contract Documents or from prevailing custom or trade usage as being required to produce the indicated result will be provided whether or not specifically called for, at no additional cost to City. C. Clarifications and interpretations of the Contract Documents shall be issued by City. D. The Specifications may vary in form, format and style. Some Specification sections may be written in varying degrees of streamlined or declarative style and some sections may be relatively narrative by comparison. Omission of such words and phrases as "the Contractor shall," "m conformity with," "as shown," or "as specified" are intentional in Streamlined sections. Omitted words and phrases shall be supplied by inference. Similar types of provisions may appear in various parts of a section or articles within a part depending on the format of the CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: FebmW2,20I6 0012 00 - 1 GENERAL CONDITIONS Page 4 of 63 section. The Contractor shall not take advantage of any variation of form, forrnat 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 Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision of any such standard, specification, manual, or code, or any instruction of a Supplier, shall be effective to change the duties or responsibilities of City, Contractor, or any of their subcontractors, consultants, agents, or employees, from those set forth in the Contract Documents. No such provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.03 Reporting and Resolving Discrepancies A. Reporting Discrepancies: 1. Contractor's Review of Contract Documents Before Starting Work: Before undertaking each part of the Work, Contractor shall carefully study and compare the Contract Documents and check and verify pertinent figures therein against all applicable field measurements and conditions. Contractor shall promptly report in writing to City any conflict, error, ambiguity, or discrepancy which Contractor discovers, or has actual knowledge of, and shall obtain a written interpretation or clarification from City before proceeding with any Work affected thereby. 2. Contractor's Review of Contract Documents During Performance of Work: If, during the performance of the Work, Contractor discovers any conflict, error, ambiguity, or discrepancy within the Contract Documents, or between the Contract Documents and (a) any applicable Law or Regulation, (b) any standard, specification, manual, or code, or (c) any instruction of any Supplier, then Contractor shall promptly report it to City in writing. Contractor shall not proceed with the Work affected thereby (except in an emergency as required by Paragraph CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fein mry2,20J6 00 72 00 - GENERAL CONDITIONS Page 10 of63 6.17.A) until an amendment or supplement to the Contract Documents has been issued by one of the methods indicated in Paragraph 3.04. 3. Contractor shall not be liable to City for failure to report any conflict, error, ambiguity, or discrepancy in the Contract Documents unless Contractor had actual knowledge thereof B. Resolving Discrepancies: Except as may be otherwise specifically stated in the Contract Documents, the provisions of the Contract Documents shall take precedence in resolving any conflict, error, ambiguity, or discrepancy between the provisions of the Contract Documents and the provisions of any standard, specification, manual, or the instruction of any Supplier (whether or not specifically incorporated by reference in the Contract Documents). 2. In case of discrepancies, figured dimensions shall govern over scaled dimensions, Plans shall govern over Specifications, Supplementary Conditions shall govern over General Conditions and Specifications, and quantities shown on the Plans shall govern over those shown in the proposal. 3.04 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; 2. City's review of a Submittal (subject to the provisions of Paragraph 6.18.C); or 3. City's written interpretation or clarification. 3.05 Reuse of Documents A. Contractor and any Subcontractor or Supplier shall not: 1. have or acquire any title to or ownership rights in any of the Drawings, Specifications, or other documents (or copies of any thereof) prepared by or bearing the seal of Engineer, including electronic media editions; or 2. reuse any such Drawings, Specifications, other documents, or copies thereof on extensions of the Project or any other project without written consent of City and specific written verification or adaptation by Engineer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fetnaiy2,2016 007200-1 GENERAL. CONDITIONS Page I 1 of 63 B. The prohibitions of this Paragraph 3.05 will survive final payment, or termination of the Contract. Nothing herein shall preclude Contractor from retaining copies of the Contract Documents for record purposes. 3.06 Electronic Data A. Unless otherwise stated in the Supplementary Conditions, the data furnished by City or Engineer to Contractor, or by Contractor to City or Engineer, that may be relied upon are limited to the printed copies included in the Contract Documents (also known as hard copies) and other Specifications referenced and located on the City's Buzzsaw site. 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. 1f 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 ofLands A. City shall furnish the Site. City shall notify Contractor of any encumbrances or restrictions not of general application but specifically related to use of the Site with which Contractor must comply in performing the Work. City will obtain in a timely manner and pay for easements for permanent structures or permanent changes in existing facilities. 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. :r��rrre�. I I I I I I I I � v• +i r� w11111111 1 'r r v r NO 11 ■ ■ 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: Febwary2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 12 of 63 C. Contractor shall provide for all additional lands and access thereto that may be required for construction facilities or storage of materials and equipment. 1 r i ............... •ra:�ai�vrisaR•�:errai+isi aw i ••� ■ i v • + i vMUM _ M-0 il MUMS W% i i �� i wI all i .............. i i r r i 4.03 Differing Subsurface or Physical Conditions A. Notice: If Contractor believes that any subsurface or physical condition that is uncovered or revealed either: 1, is of such a nature as to establish that any "technical data" on which Contractor is entitled to rely as provided in Paragraph 4.02 is materially inaccurate; or 2. is of such a nature as to require a change in the Contract Documents; or 3. differs materially from that shown or indicated in the Contract Documents; or 4. is of an unusual nature, and differs materially from conditions ordinarily encountered and generally recognized as inherent in work of the character provided for in the Contract Documents; CITY OF FORT WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 00 72 00 -1 GENERAL CONDITIONS Page 13 of63 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: Febmary2,2016 007200-1 GENERAL CONDITIONS Page 14 of 63 Work in connection therewith (except in an emergency as required by Paragraph 6.17.A), identify the owner of such Underground Facility and give notice to that owner and to City. City will review the discovered Underground Facility and determine the extent, if any, to which a change may be required in the Contract Documents to reflect and document the consequences of the existence or location of the Underground Facility. Contractor shall be responsible for the safety and protection of such discovered Underground Facility. 2. If City concludes that a change in the Contract Documents is required, a Change Order may be issued to reflect and document such consequences. 3. Verification of existing utilities, structures, and service lines shall include notification of all utility companies a minimum of 48 hours in advance of construction including exploratory excavation if necessary. is •�a+��+�ia Yss■a •�•ie a■i a r N V V Y - r � � �• V•MI. - V Y hds ■ • ■ W V.I� Y� V i s i i � -• r• i i I i 'S!AIfiRR�s�/Ytl�\����l�l•R�ll]� it9Y•ii }t Y�1�J YYi•YI I�S�}�ll�l�l•S�1tlR�A>t•Y■liY�• CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 007200-1 GENERAL CONDITIONS Page 15 of 63 's r r v i• r� v r C. Contractor shall not be responsible for any Hazardous Environmental Condition uncovered or revealed at the Site which was not shown or indicated in Drawings or Specifications or identified in the Contract Documents to be within the scope of the Work. Contractor shall be responsible for a Hazardous Environmental Condition created with any materials brought to the Site by Contractor, Subcontractors, Suppliers, or anyone else for whom Contractor is responsible. D. If Contractor encounters a Hazardous Environmental Condition or if Contractor or anyone for whom. Contractor is responsible creates a Hazardous Environmental Condition, Contractor shall immediately: (i) secure or otherwise isolate such condition; (ii) stop all Work in connection with such condition and in any area affected thereby (except in an emergency as required by Paragraph 6.17.A); and (iii) notify City (and promptly thereafter confirm such notice in writing). City may consider the necessity to retain a qualified expert to evaluate such condition or take corrective action, if any. E. Contractor shall not be required to resume Work in connection with such condition or in any affected area until after City has obtained any required permits related thereto and delivered written notice to Contractor: (i) specifying that such condition and any affected area is or has been rendered suitable for the resumption of Work, or (ii) specifying any special conditions under which such Work may be resumed. F. If after receipt of such written notice Contractor does not agree to resume such Work based on a reasonable belief it is unsafe, or does not agree to resume such Work under such special conditions, then City may order the portion of the Work that is in the area affected by such condition to be deleted from the Work. City may have such deleted portion of the Work performed by City's own forces or others. G. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to a Hazardous Environmental Condition created by Contractor or by anyone for whom Contractor is responsible. Nothing in this Paragraph 4.06. G shall obligate Contractor to indemnify any individual or entity from and against the consequences of that individual's or entity's own negligence. H. The provisions of Paragraphs 4.02, 4.03, and 4.04 do not apply to a Hazardous Environmental Condition uncovered or revealed at the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNUNTS Revision: Febmary2,2016 007200-1 GENERAL CONDITIONS Page 16 of 63 ARTICLE 5 — BONDS AND INSURANCE 5.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the Iimits and coverages so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided in the Supplementary Conditions. 5.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 5.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 5.01 and 5.02. C. 5.03 Certificates oflnsurance Contractor shall deliver to City, with copies to each additional insured and loss payee identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. 1. The certificate of insurance shall document the City, and all identified entities named in the Supplementary Conditions as "Additional Insured" on all liability policies. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmwy2,2016 00 72 00 - 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: Febmazy2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 18 of 63 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 11. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 12. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 13. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 14. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 5.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febikuy2,2016 00 72 00 -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: Febwwy2,2016 007200-1 GENERAL CONDITIONS Page 20 of 63 B. At all times during the progress of the Work, Contractor shall assign a competent, EngIish- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 6.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 4. for work on arterials during peak hours 6.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Feixuary2,2016 00 72 00 - 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 per task order for the duration of the Contract in accordance with the schedule specification 01 32 16. 3. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 12. Adjustments in Contract Time may only be made by a Change Order. 6.05 Substitutes and "Or -Equals " A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or -Equal" Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 6.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. the City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 22 of 63 2) it will reliably perform at least equally well the Emotion and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. if in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 6.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: a) perform adequately the functions and achieve the results called for by the general design; b) be similar in substance to that specified; c) be suited to the same use as that specified; and 2) will state: a) the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; b) whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item, CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnjary2,2016 007200-1 GENERAL CONDITIONS Page 23 of 63 c) whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any Iicense fee or royalty; and 3) will identify: a) all variations of the proposed substitute item from that specified; b) available engineering, sales, maintenance, repair, and replacement services; and 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 6.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 6.05_A and 6.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 6.05.A.2 and 6.05.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: Febmary2,2016 007200-1 GENERAL. CONDITIONS Page 24 of 63 G. City Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Change Order. H. Time Extensions: No additional time will be granted for substitutions. 6.06 Concerning Subcontractors, Suppliers, and Others A. Contractor shall perform with his own organization, work of a value not less than 35% of the value embraced on the Contract, unless otherwise approved by the City. B. Contractor shall not employ any Subcontractor, Supplier, or other individual or entity, whether initially or as a replacement, against whom City may have reasonable objection. Contractor shall not be required to employ any Subcontractor, Supplier, or other individual or entity to furnish or perform any of the Work against whom Contractor has reasonable objection (excluding those acceptable to City as indicated in Paragraph 6.06.C). C. The City may from time to time require the use of certain Subcontractors, Suppliers, or other individuals or entities on the project, and will provide such requirements in the Supplementary Conditions. D. Minority Business Enterprise Compliance: It is City policy to ensure the full and equitable participation by Minority Business Enterprises (MBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MBE goal, Contractor is required to comply with the intent of the City's MBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MBE. Material misrepresentation of any nature will be grounds for termination of the Contract in accordance with Paragraph 15.02.A. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. E. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fehualy2,2016 00 72 00 - I 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 C o d e , 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: Febnxary2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 26 of 63 D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a party in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. F. Records to be Maintained The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 6.08 Patent Fees and Royalties A. Contractor shall pay all license fees and royalties and assume all costs incident to the use in the performance of the Work or the incorporation in the Work of any invention, design, process, product, or device which is the subject of patent rights or copyrights held by others. If a particular invention, design, process, product, or device is specified in the Contract Documents for use in the performance of the Work and if, to the actual knowledge of City, its use is subject to patent rights or copyrights calling for the payment of any license fee or royalty to others, the existence of such rights shall be disclosed by City in the Contract Documents. Failure of the City to disclose such information does not relieve the Contractor from its obligations to pay for the use of said fees or royalties to others. B. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmiy2,2016 007200-1 GENERAL CONDITIONS Page 27 of63 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 WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 28 of 63 court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.02. C. Changes in Laws or Regulations not known at the time of opening of Bids having an effect on the cost or time of performance of the Work may be the subject of an adjustment in Contract Price or Contract Time. 6.11 Taxes A. On a contract awarded by the City, an organization which qualifies for exemption pursuant to Texas Tax Code, Subchapter H, Sections 151.301-335 (as amended), the Contractor may purchase, rent or lease all materials, supplies and equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate in lieu of the tax, .said exemption certificate to comply with State Comptroller's Ruling .007. Any such exemption certificate issued to the Contractor in lieu of the tax shall be subject to and shall comply with the provision of State Comptroller's Ruling .011, and any other applicable rulings pertaining to the Texas Tax Code, Subcbapter H. B. Texas Tax permits and information may be obtained from: 1. Comptroller of Public Accounts Sales Tax Division Capitol Station Austin, TX 78711; or 2. http://www.window.state.tx.us/Wxinfo/taxfomis/93-fonns.html 6.12 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February2,2016 007200-1 GENERAL CONDITIONS Page 29 of 63 3. Should any Damage CIaim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 6.21, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and the costs of such direct action, plus 25 % of such costs, shall be deducted from the monies due or to become due to the Contractor. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 6.13 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 6.14 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 007200-I GENERAL CONDITIONS Page 30 of 63 take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B- Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their properly. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 6.14.A.2 or 6.14.A.3 caused, directly or indirectly, In whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 6.15 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. 6.16 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 6.17 Emergencies and/or Rectification A. In emergencies affecting the safety or protection of persons or the Work or property at the Site or adjacent thereto, Contractor is obligated to act to prevent threatened damage, injury, or loss. Contractor shall give City prompt written notice if Contractor believes that any significant CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febwary2,20I6 007200-1 GENERAL CONDITIONS Page31 of63 changes in the Work or variations from the Contract Documents have been caused thereby or are required as a result thereof If City determines that a change in the Contract Documents is required because of the action taken by Contractor in response to such an emergency, a Change Order may be issued. B. Should the Contractor fail to respond to a request from the City to rectify any discrepancies, omissions, or correction necessary to conform with the requirements of the Contract Documents, the City shall give the Contractor written notice that such work or changes are to be performed. The written notice shall direct attention to the discrepant condition and request the Contractor to take remedial action to correct the condition. In the event the Contractor does not take positive steps to fulfill this written request, or does not show just cause for not taking the proper action, within 24 hours, the City may take such remedial action with City forces or by contract. The City shall deduct an amount equal to the entire costs for such remedial action, plus 25%, from any funds due or become due the Contractor on the Project. 6.18 Submittals A. Contractor shall submit required Submittals to City for review and acceptance in accordance with the accepted Schedule of Submittals (as required by Paragraph 2.07). Each submittal will be identified as City may require. 1. Submit number of copies specified in the General Requirements, 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 6.18. C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 6.18.C. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: FebmW2,2016 007200-1 GENERAL CONDITIONS Page 32 of 63 B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 6.19 Continuing the Work Except as otherwise provided, Contractor shall carry on the Work and adhere to the Project Schedule during all disputes or disagreements with City. No Work shall be delayed or postponed pending resolution of any disputes or disagreements, except as City and Contractor may otherwise agree in writing. 6.20 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February2,2016 00 72 00 - 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; the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 5.02.B, The City will give notice of observed defects with reasonable promptness. 6.21 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN -IF -IT -IS -ALLEGED GED OR PROVEN THAT ALL OR SOME OF THE DAMAGES J ja G SOUGHT WERE CAUSED. IN WHOLE OR IN PART BY ANY ACT. OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. TINS INDEMNIFICATION PROVISION IS CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Februmy2,2016 007200-I GENERAL CONDITIONS Page 34 of 63 1 +�ewi+•eassi�i�i���a:�•:�.n A III,az :s.­ii­s­.-- ■w _ � w - 1 w i - mow- • i i i r • i • i • Y Y Y Y � r 1 6.23 Right to Audit A. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. B. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Februaiy2,2016 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: Febivaiy2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 36 of 63 7.02 Coordination A. If City intends to contract with others for the performance of other work on the Project at the Site, the following will be set forth in Supplementary Conditions - the individual or entity who will have authority and responsibility for coordination of the activities among the various contractors will be identified; 2. the specific matters to be covered by such authority and responsibility will be itemized; and 3. the extent of such authority and responsibilities will be provided. B. Unless otherwise provided in the Supplementary Conditions, City shall have authority for such coordination. ARTICLE 8 — CITY'S RESPONSIBILITIES 8.01 Communications to Contractor Except as otherwise provided in the Supplementary Conditions, City shall issue all communications to Contractor. 8.02 Furnish Data City shall timely furnish the data required under the Contract Documents. 8.03 Pay When Due City shall make payments to Contractor in accordance with .Article 14. ..IIII v, 11 • 8.05 Change Orders City shall execute Change Orders in accordance with Paragraph 10.03. 8.06 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 13.03. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 2016 007200-1 GENERAL CONDITIONS Page 37 of 63 8.07 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 6.14. 8.08 Undisclosed Hazardous Environmental Condition City's responsibility with respect to an undisclosed Hazardous Environmental Condition is set forth in Paragraph 4.06. 8.09 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 6.14. ARTICLE 9 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 9.01 City's Project Manager City will provide one or more Project Manager(s) during the construction period. The duties and responsibilities and the limitations of authority of City's Project Manager during construction are set forth in the Contract Documents. The City's Project Manager for this Contract is Kassem Elkhalil, or his/her successor pursuant to written notification from the Director of Transportation and Public Works. 9.02 Visits to Site A. City's Project Manager will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Manager will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Manager will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Manager's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Manager's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents including those set forth in Paragraph 8.07. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; Febnmiy2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 3 8 of 63 9.03 Authorized Variations in Work City's Project Manager may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City and also on Contractor, who shall perform the Work involved promptly. 9.04 Rejecting Defective Work City will have authority to reject Work which City's Project Manager believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 13, whether or not the Work is fabricated, installed, or completed. 9.05 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Manager will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). 9.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. City will be the initial interpreter of the requirements of the Contract Documents and judge of the acceptability of the Work thereunder. B. City will render a written decision on any issue referred. C. City's written decision on the issue referred will be final and binding on the Contractor, subject to the provisions of Paragraph 10.06. ARTICLE 10 — CHANGES IN THE WORK; CLAIMS; EXTRA WORK 10.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price, a Field Order may be issued by the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnamry2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 39 of 63 10.02 Unauthorized Changes in the Work Contractor shall not be entitled to an increase in the Contract Price or an extension of the Contract Time with respect to any work performed that is not required by the Contract Documents as amended, modified, or supplemented as provided in Paragraph 3.04, except in the case of an emergency as provided in Paragraph 6.17. 10.03 Execution of Change Orders A. City and Contractor shall execute appropriate Change Orders covering: 1. changes in the Work which are: (i) ordered by City pursuant to Paragraph 10.01.A, (ii) required because of acceptance of defective Work under Paragraph 13.08 or City's correction of defective Work under Paragraph 13.09, or (iii) agreed to by the parties; 2. changes in the Contract Price or Contract Time which are agreed to by the parties, including any undisputed sum or amount of time for Work actually performed. 10.04 Extra Work A. Should a difference arise as to what does or does not constitute Extra Work, or as to the payment thereof, and the City insists upon its performance, the Contractor shall proceed with the work after making written request for written orders and shall keep accurate account of the actual reasonable cost thereof. Contract Claims regarding Extra Work shall be made pursuant to Paragraph 10.06. B. The Contractor shall furnish the City such installation records of all deviations from the original Contract Documents as may be necessary to enable the City to prepare for permanent record a corrected set of plans showing the actual installation. C. The compensation agreed upon for Extra Work whether or not initiated by a Change Order shall be a full, complete and final payment for all costs Contractor incurs as a result or relating to the change or Extra Work, whether said costs are known, unknown, foreseen or unforeseen at that time, including without limitation, any costs for delay, extended overhead, ripple or impact cost, or any other effect on changed or unchanged work as a result of the change or Extra Work. 10.05 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fehmary2,2016 007200-1 GENERAL. CONDITIONS Page 40 of 63 10.06 Contract Claims Process A. City's Decision Required. All Contract Claims, except those waived pursuant to Paragraph 14.09, shall be referred to the City for decision. A decision by City shall be required as a condition precedent to any exercise by Contractor of any rights or remedies he may otherwise have under the Contract Documents or by Laws and Regulations in respect of such Contract Claims. B. Notice: 1. Written notice stating the general nature of each Contract Claim shall be delivered by the Contractor to City no later than 15 days after the start of the event giving rise thereto. The responsibility to substantiate a Contract Claim shall rest with the party making the Contract Claim. 2. Notice of the amount or extent of the Contract Claim, with supporting data shall be delivered to the City on or before 45 days from the start of the event giving rise thereto (unless the City allows additional time for Contractor to submit additional or more accurate data in support of such Contract Claim). 3. A Contract Claim for an adjustment in Contract Price shall be prepared in accordance with the provisions of Paragraph 12.01. 4. A Contract Claim for an adjustment in Contract Time shall be prepared in accordance with the provisions of Paragraph 12.02. 5. Each Contract Claim shall be accompanied by Contractor's written statement that the adjustment claimed is the entire adjustment to which the Contractor believes it is entitled as a result of said event. 6. The City shall submit any response to the Contractor within 30 days after receipt of the claimant's last submittal (unless Contract allows additional time). C. City's Action: City will review each Contract Claim and, within 30 days after receipt of the last submittal of the Contractor, if any, take one of the following actions in writing: 1. deny the Contract Claim in whole or in part; 2, approve the Contract Claim; or 3. notify the Contractor that the City is unable to resolve the Contract Claim if, in the City's sole discretion, it would be inappropriate for the City to do so. For purposes of further resolution of the Contract Claim, such notice shall be deemed a denial. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 00 72 00 - 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 CIaim 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 11.01.B, and shall include but not be limited to the following items: 1. Payroll costs for employees in the direct employ of Contractor in the performance of the Work under schedules of job classifications agreed upon by City and Contractor. Such employees shall include, without limitation, superintendents, foremen, and other personnel employed full time on the Work. Payroll costs for employees not employed full time on the Work shall be apportioned on the basis of their time spent on the Work. Payroll costs shall include; a. salaries with a 55% markup, or b. salaries and wages plus the cost of fringe benefits, which shall include social security contributions, unemployment, excise, and payroll taxes, workers' compensation, health and retirement benefits, bonuses, sick leave, vacation and holiday pay applicable thereto. The expenses of performing Work outside of Regular Working Hours, Weekend Working Hours, or legal holidays, shall be included in the above to the extent authorized by City. 2. Cost of all materials and equipment furnished and incorporated in the Work, including costs of transportation and storage thereof, and Suppliers' field services required in connection therewith. 3. Rentals of all construction equipment and machinery, and the parts thereof whether rented from Contractor or others in accordance with rental agreements approved by City, and the costs of transportation, loading, unloading, assembly, dismantling, and removal thereof. All such costs shall be in accordance with the terms of said rental agreements. The rental of any such equipment, machinery, or parts shall cease when the use thereof is no longer necessary for the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECITICATION DOCUMENTS Revision: Febnmty2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 42 of 63 4. Payments made by Contractor to Subcontractors for Work performed by Subcontractors. If required by City, Contractor shall obtain competitive bids from subcontractors acceptable to City and Contractor and shall deliver such bids to City, who will then determine, which bids, if any, will be acceptable. If any subcontract provides that the Subcontractor is to be paid on the basis of Cost of the Work plus a fee, the Subcontractor's Cost of the Work and fee shall be determined in the same manner as Contractor's Cost of the Work and fee as provided in this Paragraph 11.01. 5. Costs of special consultants (including but not limited to engineers, architects, testing laboratories, surveyors, attorneys, and accountants) employed for services specifically related to the Work. 6. Supplemental costs including the following: a. The proportion of necessary transportation, travel, and subsistence expenses of Contractor's employees incurred in discharge of duties connected with the Work. b. Cost, including transportation and maintenance, of all materials, supplies, equipment, machinery, appliances, office, and temporary facilities at the Site, and hand tools not owned by the workers, which are consumed in the performance of the Work, and cost, less market value, of such items used but not consumed which remain the property of Contractor. c. Sales, consumer, use, and other similar taxes related to the Work, and for which Contractor is liable not covered under Paragraph 6.11, as imposed by Laws and Regulations. d. Deposits lost for causes other than negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, and royalty payments and fees for permits and licenses. e. Losses and damages (and related expenses) caused by damage to the Work, not compensated by insurance or otherwise, sustained by Contractor in connection with the performance of the Work, provided such losses and damages have resulted from causes other than the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable. Such losses shall include settlements made with the written consent and approval of City. No such losses, damages, and expenses shall be included in the Cost of the Work for the purpose of determining Contractor's fee. f. The cost of utilities, fuel, and sanitary facilities at the Site. g. Minor expenses such as telegrams, long distance telephone calls, telephone and communication services at the Site, express and courier services, and similar petty cash items in connection with the Work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmuy2,2016 007200-I GENERAL CONDITIONS Page 43 of 63 h. The costs of premiums for all bonds and insurance Contractor is required by the Contract Documents to purchase and maintain. B. Costs Excluded.- The term Cost of the Work shall not include any of the following items: 1. Payroll costs and other compensation of Contractor's officers, executives, principals (of partnerships and sole proprietorships), general managers, safety managers, engineers, architects, estimators, attorneys, auditors, accountants, purchasing and contracting agents, expediters, timekeepers, clerks, and other personnel employed by Contractor, whether at the Site or in Contractor's principal or branch office for general administration of the Work and not specifically included in the agreed upon schedule of job classifications referred to in Paragraph 11.01.A.1 or specifically covered by Paragraph I1.01.A.4, all of which are to be considered administrative costs covered by the Contractor's fee. 2. Expenses of Contractor's principal and branch offices other than Contractor's office at the Site. 3. Any part of Contractor's capital expenses, including interest on Contractor's capital employed for the Work and charges against Contractor for delinquent payments. 4. Costs due to the negligence of Contractor, any Subcontractor, or anyone directly or indirectly employed by any of them or for whose acts any of them may be liable, including but not limited to, the correction of defective Work, disposal of materials or equipment wrongly supplied, and making good any damage to property. 5. Other overhead or general expense costs of any kind. C. Contractor's Fee: When all the Work is performed on the basis of cost-plus, Contractor's fee shall be determined as set forth in the Agreement. When the value of any Work covered by a Change Order for an adjustment in Contract Price is determined on the basis of Cost of the Work, Contractor's fee shall be determined as set forth in Paragraph 12.01.C. D. Documentation: Whenever the Cost of the Work for any purpose is to be determined pursuant to Paragraphs 11.01.A and 11.01.13, Contractor will establish and maintain records thereof in accordance with generally accepted accounting practices and submit in a form acceptable to City an itemized cost breakdown together with supporting data. 11.02 Allowances A. Specified Allowance: It is understood that Contractor has included in the Contract Price all allowances so named in the Contract Documents and shall cause the Work so covered to be performed for such sums and by such persons or entities as may be acceptable to City. B. Pre -bid Allowances: 1. Contractor agrees that: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fetmmy2,2016 00 72 00 - I GENERAL CONDITIONS Page 44 or 63 a. the pre -bid allowances include the cost to Contractor of materials and equipment required by the allowances to be delivered at the Site, and all applicable taxes; and b. Contractor's costs for unloading and handling on the Site, labor, installation, overhead, profit, and other expenses contemplated for the pre -bid allowances have been included in the allowances, and no demand for additional payment on account of any of the foregoing will be valid. C. Contingency Allowance: Contractor agrees that a contingency allowance, if any, is for the sole use of City. D. Prior to final payment, an appropriate Change Order will be issued to reflect actual amounts due Contractor on account of Work covered by allowances, and the Contract Price shall be correspondingly adjusted. 11.03 Unit Price Work A. Where the Contract Documents provide that all or part of the Work is to be Unit Price Work, initially the Contract Price will be deemed to include for all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price Work times the estimated quantity of each item as indicated in the Agreement. B. The estimated quantities of items of Unit Price Work are not guaranteed and are solely for the purpose of comparison of Bids and determining an initial Contract Price. Determinations of the actual quantities and classifications of Unit Price Work performed by Contractor will be made by City subject to the provisions of Paragraph 9.05. C. Each unit price will be deemed to include an amount considered by Contractor to be adequate to cover Contractor's overhead and profit for each separately identified item. Work described in the Contract Documents, or reasonably inferred as required for a functionally complete installation, but not identified in the listing of unit price items shall be considered incidental to unit price work listed and the cost of incidental work included as part of the unit price. D. City may make an adjustment in the Contract Price in accordance with Paragraph 12.01 if: 1. the quantity of any item of Unit Price Work performed by Contractor differs materially and significantly from the estimated quantity of such item indicated in the Agreement; and 2. there is no corresponding adjustment with respect to any other item of Work. E. Increased or Decreased Quantities: The City reserves the right to order Extra Work in accordance with Paragraph 10.01. If the changes in quantities or the alterations do not significantly change the character of work under the Contract Documents, the altered work will be paid for at the Contract unit price. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmazy2,2016 007200-1 GENERAL CONDITIONS Page 45 of 63 2. If the changes in quantities or alterations significantly change the character of work, the Contract will be amended by a Change Order. 3. If no unit prices exist, this will be considered Extra Work and the Contract will be amended by a Change Order in accordance with Article 12. 4. A significant change in the character of work occurs when: a. the character of work for any Item as altered differs materially in kind or nature from that in the Contract or b. a Major Item of work varies by more than 25% from the original Contract quantity. 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: Febmaazy2,2016 007200-1 GENERAL CONDITIONS Page 46 of 63 E. For callout work or non -site specific Contracts, the plans quantity measurement requirements are not applicable. ARTICLE 12 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 12.01 Change of Contract Price A. The Contract Price may only be changed by a Change Order. B. The value of any Work covered by a Change Order will be determined as follows: 1. where the Work involved is covered by unit prices contained in the Contract Documents, by application of such unit prices to the quantities of the items involved (subject to the provisions of Paragraph 11.03); or 2. where the Work involved is not covered by unit prices contained in the Contract Documents, by a mutually agreed lump sum or unit price (which may include an allowance for overhead and profit not necessarily in accordance with Paragraph 12.01.C.2), and shall include the cost of any secondary impacts that are foreseeable at the time of pricing the cost of Extra Work; or 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agreement to a Iump sum or unit price is not reached under Paragraph 12.01.B.2, on the basis of the Cost of the Work (determined as provided in Paragraph 11.01) plus a Contractor's fee for overhead and profit (determined as provided in Paragraph 12.0LC). C. Contractor's Fee: The Contractor's additional fee for overhead and profit shall be determined as follows: 1. a mutually acceptable fixed fee; or 2. if a fixed fee is not agreed upon, then a fee based on the following percentages of the various portions of the Cost of the Work: a. for costs incurred under Paragraphs 11.01.A.1, 11.01.A.2. and 11.0l.A.3, the Contractor's additional fee shall be 15 percent except for: 1) rental fees for Contractor's own equipment using standard rental rates; 2) bonds and insurance; b. for costs incurred under Paragraph 11.01.A.4 and 11.01.A.5, the Contractor's fee shall be five percent (5%); 1) where one or more tiers of subcontracts are on the basis of Cost of the Work plus a fee and no fixed fee is agreed upon, the intent of Paragraphs 12.01.C.2.a and 12.01.C.2.b is that the Subcontractor who actually performs the Work, at whatever CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febnmy2,2016 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 11.0I.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 11.0I.A.6, and 11.013; 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: Febmary2, 2016 00 72 00 - 1 GENERAL CONDITIONS Page 48 of 63 ARTICLE 13 -- TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 13.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 13.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 13.03 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. 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. 13.04 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision; Febnimy2,20I6 00 72 00 - 1 GENERAL CONDITIONS Page 49 of 63 Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 13.05 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, Iosses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 13.06 or Paragraph 13,07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 13.06 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 6.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1, repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 00 72 00 -1 GENERAL CONDITIONS Page 50 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. I. 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. 13.07 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. 13.08 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 e x e r c i s i n g 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; Febmary2,20I6 00 72 00 -1 GENERAL CONDITIONS Page 51 of 63 costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 13.09. ARTICLE 14 — PAYMENTS TO CONTRACTOR AND COMPLETION 14.01 Schedule of Values The Schedule of Values for lump sum contracts established as provided in Paragraph 2.07 will serve as the basis for progress payments and will be incorporated into a form of Application for Payment acceptable to City. Progress payments on account of Unit Price Work will be based on the number of units completed. 14.02 Progress Payments A. Applications for Payments: 1. Contractor is responsible for providing all information as required to become a vendor of the City. 2. At least 20 days before the date established in the General Requirements for each progress payment, Contractor shall submit to City for review an Application for Payment filled out and signed by Contractor covering the Work completed as of the date of the Application and accompanied by such supporting documentation as is required by the Contract Documents. 3. if payment is requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably stored at the Site or at another location agreed to in writing, the Application for Payment shall also be accompanied by a bill of sale, invoke, or other documentation warranting that City has received the materials and equipment free and clear of all Liens and evidence that the materials and equipment are covered by appropriate insurance or other arrangements to protect City's interest therein, all of which must be satisfactory to City. 4. Beginning with the second Application for Payment, each Application shall include an affidavit of Contractor stating that previous progress payments received on account of the Work have been applied on account to discharge Contractor's legitimate obligations associated with prior Applications for Payment. 5. The amount of retainage with respect to progress payments will be as stipulated in the Contract Documents. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Feb€ kuy2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 52 of 63 B. Review ofApplications: 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: Febmaiy2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 53 of 63 e. City has actual knowledge of the occurrence of any of the events enumerated in Paragraph 15.02.A. C. Liquidated Damages. For each calendar day that any work shall remain uncompleted after the time specified in the Contract Documents, the sum per day specified in the Agreement, will be deducted from the monies due the Contractor, not as a penalty, but as liquidated damages suffered by the City. D. Payment: Contractor will be paid pursuant to the requirements of this Article 14 and payment will become due in accordance with the Contract Documents. E. Reduction in Payment: 1. City may refuse to make payment of the amount requested because - a. Liens have been filed in connection with the Work, except where Contractor has delivered a specific bond satisfactory to City to secure the satisfaction and discharge of such Liens; b. there are other items entitling City to a set-off against the amount recommended; or c. City has actual knowledge of the occurrence of any of the events enumerated in Paragraphs 14.02.B.4.a through 14.02.B.4.e or Paragraph 15.02.A. 2. if City refuses to make payment of the amount requested, City will give Contractor written notice stating the reasons for such action and pay Contractor any amount remaining after deduction of the amount so withheld. City shall pay Contractor the amount so withheld, or any adjustment thereto agreed to by City and Contractor, when Contractor remedies the reasons for such action. 14.03 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment, whether incorporated in the Project or not, will pass to City no later than the time of payment free and clear of all Liens. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February2,2016 00 72 00 - 1 GENERAL. CONDITIONS Page 54 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 Task Order 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: Febmaxy2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 55 of 63 14.07 Final Payment A. Application for Payment: 1. Upon Final Acceptance, and in the opinion of City, Contractor may make an application for final payment following the procedure for progress payments in accordance with the Contract Documents. 2. The final Application for Payment shall be accompanied (except as previously delivered) by: a. all documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; b. consent of the surety, if any, to final payment; c. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and d. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. B. Payment Becomes Due: 1. After City's acceptance of the Application for Payment and accompanying documentation, requested by Contractor, less previous payments made and any sum City is entitled, including but not limited to liquidated damages, will become due and payable. 2. After all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 3. The making of the final payment by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. 14.08 Final Completion Delayed and Partial Retainage Release A. If final completion of the Work is significantly delayed, and if City so confirms, City may, upon receipt of Contractor's final Application for Payment, and without terminating the Contract, make payment of the balance due for that portion of the Work fully completed and accepted. If the remaining balance to be held by City for Work not fully completed or corrected is less than the retainage stipulated in Paragraph 14.02.C, and if bonds have been furnished as required in Paragraph 5.02, the written consent of the surety to the payment of the balance due for that CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Pehm W2,2016 00 72 00 -1 GENERAL CONDITIONS Page 56 of 63 portion of the Work fully completed and accepted shall be submitted by Contractor to City with the Application for such payment. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of Contract Claims. B. Partial Retainage Release. For a Contract that provides for a separate vegetative establishment and maintenance, and test and performance periods following the completion of all other construction in the Contract Documents for all Work locations, the City may release a portion of the amount retained provided that all other work is completed as determined by the City. Before the release, all submittals and final quantities must be completed and accepted for all other work. An amount sufficient to ensure Contract compliance will be retained. 14.09 Waiver of Claims The acceptance of final payment will constitute a release of the City from all claims or liabilities under the Contract for anything done or furnished or relating to the work under the Contract Documents or any act or neglect of City related to or connected with the Contract. ARTICLE 15 — SUSPENSION OF WORK AND TERMINATION 15.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will make no extra payment for stand-by time of construction equipment and/or construction crews. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. D. Contractor may be reimbursed for the cost of moving his equipment off the job and returning the necessary equipment to the job when it is determined by the City that construction may be resumed. Such reimbursement shall be based on actual cost to the Contractor of moving the equipment and no profit will be allowed. Reimbursement may not be allowed if the equipment is moved to another construction project for the City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Felnumy2,2016 007200-1 GENERAL CONDITIONS Page 57 of 63 15.02 City May Terminate for Cause A. The occurrence of any one or more of the following events by way of example, but not of limitation, may justify termination for cause: 1. Contractor's persistent failure to perform the Work in accordance with the Contract Documents (including, but not limited to, failure to supply sufficient skilled workers or suitable materials or equipment, failure to adhere to the Project Schedule established under Paragraph 2.07 as adjusted from time to time pursuant to Paragraph 6.04, or failure to adhere to the City's Business Diversity Enterprise Ordinance 420020-12-201lestablished under Paragraph 6.06.D); 2. Contractor's disregard of Laws or Regulations of any public body having jurisdiction; 3. Contractor's repeated disregard of the authority of City; or 4. Contractor's violation in any substantial way of any provisions of the Contract Documents; or 5. Contractor's failure to promptly make good any defect in materials or workmanship, or defects of any nature, the correction of which has been directed in writing by the City; or 6. Substantial indication that the Contractor has made an unauthorized assignment of the Contract or any funds due therefrom for the benefit of any creditor or for any other purpose; or 7. Substantial evidence that the Contractor has become insolvent or bankrupt, or otherwise financially unable to carry on the Work satisfactorily; or 8. Contractor commences legal action in a court of competent jurisdiction against the City. B. If one or more of the events identified in Paragraph 15.02A. occur, City will provide written notice to Contractor and Surety to arrange a conference with Contractor and Surety to address Contractor's failure to perform the Work. Conference shall be held not later than 15 days, after receipt of notice. L If the City, the Contractor, and the Surety do not agree to allow the Contractor to proceed to perform the construction Contract, the City may, to the extent permitted by Laws and Regulations, declare a Contractor default and formally terminate the Contractor's right to complete the Contract. Contractor default shall not be declared earlier than 20 days after the Contractor and Surety have received notice of conference to address Contractor's failure to perform the Work. 2. If Contractor's services are terminated, Surety shall be obligated to take over and perform the Work. If Surety does not commence performance thereof within 15 consecutive calendar days after date of an additional written notice demanding Surety's performance of its CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Fobni ry2,2016 00 72 00 - 1 GENERAL CONDITIONS Page 58 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 flrrther 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: Febmaiy2,2016 007200-1 GENERAL CONDITIONS Page 59 of 63 15.03 City May Terminate For Convenience A. City may, without cause and without prejudice to any other right or remedy of City, terminate the Contract. Any termination shall be effected by mailing a notice of the termination to the Contractor specifying the extent to which performance of Work under the contract is terminated, and the date upon which such termination becomes effective. Receipt of the notice shall be deemed conclusively presumed and established when the letter is placed in the United States Postal Service Mail by the City. Further, it shall be deemed conclusively presumed and established that such termination is made with just cause as therein stated; and no proof in any claim, demand or suit shall be required of the City regarding such discretionary action. B. After receipt of a notice of termination, and except as otherwise directed by the City, the Contractor shall: 1. Stop work under the Contract on the date and to the extent specified in the notice of termination; 2. place no further orders or subcontracts for materials, services or facilities except as may be necessary for completion of such portion of the Work under the Contract as is not terminated; 3. terminate all orders and subcontracts to the extent that they relate to the performance of the Work terminated by notice of termination; 4. transfer tide to the City and deliver in the manner, at the times, and to the extent, if any, directed by the City: a. the fabricated or unfabricated parts, Work in progress, completed Work, supplies and other material produced as a part of, or acquired in connection with the performance of, the Work terminated by the notice of the termination; and b. the completed, or partially completed plans, drawings, information and other property which, if the Contract had been completed, would have been required to be furnished to the City. 5. complete performance of such Work as shall not have been terminated by the notice of termination; and 6, take such action as may be necessary, or as the City may direct, for the protection and preservation of the property related to its contract which is in the possession of the Contractor and in which the owner has or may acquire the rest. C. At a time not later than 30 days after the termination date specified in the notice of termination, the Contractor may submit to the City a list, certified as to quantity and quality, of any or all items of termination inventory not previously disposed of, exclusive of items the disposition of which has been directed or authorized by City. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: February 2, 20I6 007200-1 GENERAL CONDITIONS Page 60 of 63 D. Not later than 15 days thereafter, the City shall accept title to such items provided, that the list submitted shall be subject to verification by the City upon removal of the items or, if the items are stored, within 45 days from the date of submission of the list, and any necessary adjustments to correct the list as submitted, shall be made prior to final settlement. E. Not later than 60 days after the notice of termination, the Contractor shall submit his termination claim to the City in the form and with the certification prescribed by the City. Unless an extension is made in writing within such 60 day period by the Contractor, and granted by the City, any and all such claims shall be conclusively deemed waived. F. In such case, Contractor shall be paid for (without duplication of any items): 1. completed and acceptable Work executed in accordance with the Contract Documents prior to the effective date of termination, including fair and reasonable sums for overhead and profit on such Work; 2. expenses sustained prior to the effective date of termination in performing services and furnishing labor, materials, or equipment as required by the Contract Documents in connection with uncompleted Work, plus fair and reasonable sums for overhead and profit on such expenses; and 3. reasonable expenses directly attributable to termination. G. In the event of the failure of the Contractor and City to agree upon the whole amount to be paid to the Contractor by reason of the termination of the Work, the City shall determine, on the basis of information available to it, the amount, if any, due to the Contractor by reason of the termination and shall pay to the Contractor the amounts determined. Contractor shall not be paid on account of loss of anticipated profits or revenue or other economic loss arising out of or resulting from such termination. ARTICLE 16 — DISPUTE RESOLUTION 16.01 Methods and Procedures A. Either City or Contractor may request mediation of any Contract Claim submitted for a decision under Paragraph 10.06 before such decision becomes final and binding. The request for mediation shall be submitted to the other party to the Contract. Timely submission of the request shall stay the effect of Paragraph 10.06.E. B. City and Contractor shall participate in the mediation process in good faith. The process shall be commenced within 60 days of filing of the request. C. If the Contract Claim is not resolved by mediation, City's action under Paragraph 10.06.0 or a denial pursuant to Paragraphs 10.06.C.3 or 10.06.D shall become final and binding 30 days after termination of the mediation unless, within that time period, City or Contractor: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febwary2,2016 007200-1 GENERAL CONDITIONS Page 61 of 63 1. elects in writing to invoke any other dispute resolution process provided for in the Supplementary Conditions; or 2. agrees with the other party to submit the Contract Claim to another dispute resolution process; or 3. gives written notice to the other party of the intent to ,submit the Contract Claim to a court of competent jurisdiction. ARTICLE 17 — MISCELLANEOUS 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if: 1. delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 17.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 17.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revision: Febmary2,2016 00 72 00 - I GENERAL CONDITIONS Page 62 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: Febraary2,2016 007300-1 SUPPLEMENTARY CONDITIONS 2 4 5 6 7 8 9 10 11 12 I3 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 47 48 49 50 51 52 SECTION 00 73 00 SUPPLEMENTARY CONDITIONS TO GENERAL CONDITIONS Supplementary Conditions Page 1 of 3 These Supplementary Conditions modify and supplement Section 00 72 00 - General Conditions, and other provisions of the Contract Documents as indicated below. All provisions of the General Conditions that are modified or supplemented remain in full force and effect as so modified or supplemented. All provisions of the General Conditions which are not so modified or supplemented remain in full force and effect. Defined Terms The terms used in these Supplementary Conditions which are defined in the General Conditions have the meaning assigned to them in the General Conditions, unless specifically noted herein. Modifications and Supplements The following are instructions that modify or supplement specific paragraphs in the General Conditions and other Contract Documents. SC-3.03B.2, "Resolving Discrepancies" Plans govern over Specifications. SC-4.02A., "Subsurface and Physical Conditions" The following are reports of explorations and tests of subsurface conditions at the site of the Work: None SC-4.03A., "Differing Subsurface and Physical Conditions" The following are reports of differing subsurface or physical conditions at the site of the Work: None SC-4.06A., "Hazardous Environmental Conditions at Site" The following are reports and drawings of existing hazardous environmental conditions known to the City: None SC-5.03A., "Certificates of Insurance" The entities listed below are "additional insureds as their interest may appear" including their respective officers, directors, agents and employees. (1) City (2) Consultant: none (3) Other: none CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City ' City Project No. Unit Price Contract, Various Project Numbers Revised January 22, 2016 007300-2 SUPPLEMENTARY CONDITIONS Page 2 of 3 1 2 SC-5.04A., "Contractor's Insurance" 3 4 The limits of liability for the insurance required by Paragraph GC-5.04 shall provide the following 5 coverages for not less than the following amounts or greater where required by laws and regulations: 6 7 5.04A. Workers' Compensation, under Paragraph GC-5.04A. 8 9 Statutory limits 10 Employer's liability 11 $100,000 each accident/occurrence 12 $100,000 Disease - each employee 13 $500,000 Disease - policy limit 14 15 SC-5.04B., "Contractor's Insurance" 16 17 5.04B. Commercial General Liability, under Paragraph GC-5.04B. Contractor's Liability Insurance 18 under Paragraph GC-5.04B., which shall be on a per project basis covering the Contractor with 19 minimum limits of 20 21 $1,000,000 each occurrence 22 $2,000,000 aggregate limit 23 24 The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the 25 General Aggregate Limits apply separately to each job site. 26 27 The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. 28 Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. 29 30 SC 5.04C., "Contractor's Insurance" 31 5.04C. Automobile Liability, under Paragraph GC-5.04C. Contractor's Liability Insurance under 32 Paragraph GC-5.04C., which shall be in an amount not less than the following amounts: 33 34 (1) Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", 35 defined as autos owned, hired and non -owned. 36 37 $1,000,000 each accident on a combined single limit basis. Split limits are acceptable if limits are at 38 least: 39 40 $250,000 Bodily Injury per person / 41 $500,000 Bodily Injury per accident / 42 $100,000 Property Damage 43 44 SC-6.02., "Labor; Working Hours" 45 46 The working hours for this contract is limited between 9AM to 4PM unless otherwise permitted by the 47 City. 48 49 SC-6.04., "Project Schedule" 50 51 Project schedule shall be tier 1 for the project. 52 53 SC-6.07., "Wage Rates" 54 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised January 22, 2016 00 73 00 - 3 SUPPLEMENTARY CONDITIONS Page 3 of 1 The following is the prevailing wage rate table(s) applicable to this project and is provided in the 2 Appendixes: 3 4 2013 Prevailing Wage Rates (Heavy and Highway Construction Projects) 5 2013 Prevailing Wage Rates (Commercial Construction Projects) 6 7 SC-6.09., "Permits and Utilities" 8 9 SC-6.09A., "Contractor obtained permits and licenses" 10 The following are known permits and/or licenses required by the Contract to be acquired by the Contractor: 11 12 1. Street use permit 13 14 SC-6.09B. "City obtained permits and licenses" 15 The following are known permits and/or licenses required by the Contract to be acquired by the City: 16 17 None 18 19 SC-6.09C. "Outstanding permits and licenses" 20 21 The following is a list of known outstanding permits and/or licenses to be acquired, if any as of January 21, 22 2019: 23 24 SG6.12A. "Use of Site and Other Areas" 25 26 All materials needed for this contract to be stored on site and shall be removed by the end of each day. No 27 equipment or excavated materials will be allowed to store at the site. 28 29 Outstanding Permits and/or Licenses to Be Acquired OWNER PERMIT OR LICENSE AND LOCATION TARGET DATE OF POSSESSION Norse 30 31 SC-9.01., "City's Project Manager" 32 33 The City's Project Manager for this Contract is Kassem Elkhalil, P.E., or his/her successor pursuant to 34 written notification from the Director of Transportation and Public Works. 35 36 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised January 22, 2016 1 2 3 PART 1 - GENERAL 4 1.1 SUMMARY SECTION 011100 SUMMARY OF WORK 01 11 00 - 1 SUMMARY OF WORD Page 1 of 2 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract .Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and .Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 ADIVIINISTRATIVE REQUIREMENTS 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item Iist, then the item 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. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 01 11 00 - 2 SUMMARY OF WORK Page 2 of 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 END OF SECTION 10 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 01 25 0D - 1 SUBSTITUTION PROCEDURES Page 1 of 4 1 SECTION 0125 00 2 SUBSTITUTION PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedure for requesting the approval of substitution of a product that is not 7 equivalent to a product which is specified by descriptive or performance criteria or 8 defined by reference to 1 or more of the following: 9 a. Name of manufacturer 10 b. Name of vendor 11 c. Trade name 12 d. Catalog number 13 2. Substitutions are not "or -equals". 14 B. Deviations from this City of Fort Worth Standard Specification 15 1. 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 ADMINISTRATIVE REQUIREMENTS 24 A. Request for Substitution - General 25 1. Within 30 days after award of Contract (unless noted otherwise), the City will 26 consider formal requests from Contractor for substitution of products in place of 27 those specified. 28 2. Certain types of equipment and kinds of material are described in Specifications by 29 means of references to names of manufacturers and vendors, trade names, or 30 catalog numbers. 31 a. When this method of specifying is used, it is not intended to exclude from 32 consideration other products bearing other manufacturer's or vendor's names, 33 trade names, or catalog numbers, provided said products are "or -equals," as 34 determined by City. 35 3. Other types of equipment and kinds of material may be acceptable substitutions 36 under the following conditions: 37 a. Or -equals are unavailable due to strike, discontinued production of products 38 meeting specified requirements, or other factors beyond control of Contractor; 39 or, 40 b. Contractor proposes a cost and/or time reduction incentive to the City. 41 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 01 25 00 - 2 SUBSTITUTION PROCEDURES Page 2 of 4 1.4 SUBAUTTALS 2 A. See Request for Substitution Form (attached) 3 B. Procedure for Requesting Substitution 4 1. Substitution shall be considered only: 5 a. After award of Contract 6 b. Under the conditions stated herein 7 2. Submit 3 copies of each written request for substitution, including: 8 a. Documentation 9 1) Complete data substantiating compliance of proposed substitution with 10 Contract Documents 11 2) Data relating to changes in construction schedule, when a reduction is 12 proposed 13 3) Data relating to changes in cost 14 b. For products 15 1) Product identification 16 a) Manufacturer's name 17 b) Telephone number and representative contact name 18 c) Specification Section or Drawing reference of originally specified 19 product, including discrete name or tag number assigned to original 20 product in the Contract Documents 21 2) Manufacturer's literature clearly marked to show compliance of proposed 22 product with Contract Documents 23 3) Itemized comparison of original and proposed product addressing product 24 characteristics including, but not necessarily limited to: 25 a) Size 26 b) Composition or materials of construction 27 c) Weight 28 d) Electrical or mechanical requirements 29 4) Product experience 30 a) Location of past projects utilizing product 31 b) Name and telephone number of persons associated with referenced 32 projects knowledgeable concerning proposed product 33 c) Available field data and reports associated with proposed product 34 5) Samples 35 a) Provide at request of City. 36 b) Samples become the property of the City. 37 c. For construction methods: 38 1) Detailed description of proposed method 39 2) Illustration drawings 40 C. Approval or Rejection 41 1. Written approval or rejection of substitution given by the City 42 2. City reserves the right to require proposed product to comply with color and pattern 43 of specified product if necessary to secure design intent. 44 3. In the event the substitution is approved, the resulting cost and/or time reduction 45 will be documented by Change Order in accordance with the General Conditions. 46 4. No additional contract time will be given for substitution. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 012500-3 SUBSTITUTION PROCEDURES Page 3 of 1 5. Substitution will be rejected if: 2 a. Submittal is not through the Contractor with his stamp of approval 3 b. Request is not made in accordance with this Specification Section 4 c. In the City's opinion, acceptance will require substantial revision of the original 5 design 6 d. In the City's opinion, substitution will not perform adequately the function 7 consistent with the design intent S 1.5 QUALITY ASSURANCE 9 A. In making request for substitution or in using an approved product, the Contractor 10 represents that the Contractor: I I 1. Has investigated proposed product, and has determined that it is adequate or 12 superior in all respects to that specified, and that it will perform function for which 13 it is intended 14 2. Will provide same guarantee for substitute item as for product specified 15 3. Will coordinate installation of accepted substitution into Work, to include building 16 modifications if necessary, making such changes as may be required for Work to be 17 complete in all respects 18 4. Waives all claims for additional costs related to substitution which subsequently 19 arise 20 21 22 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 01 25 00 - 4 SUBSTITUTION PROCEDURES Page 4 of 4 EXFIIBIT A REQUEST FOR SUBSTITUTION FORM: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM 1 i Proposed Substitution: 12 Reason for Substitution: 13 14 15 16 17 18 I9 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 47 48 49 Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature as noted Firm _ Address Date Telephone For Use by City: Approved City CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Recommended Recommended Not recommended Received late By Date Remarks Date Rejected Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 013119 PRECONSTRUCTION MEETING 0131 19 -1 PRECONSTRUCTION MEETING Page 1 of 2 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 ADMINISTRATIVE REQUIREMENTS 19 A. Coordination 19 1. Attend preconstruction meeting. 20 2. Representatives of Contractor, subcontractors and suppliers attending meetings 21 shall be qualified and authorized to act on behalf of the entity each represents. 22 3. Meeting administered by City may be tape recorded. 23 a. If recorded, tapes will be used to prepare minutes and retained by City for 24 future reference. 25 B. Preconstruction Meeting 26 1. A preconstruction meeting will be held within 14 days after the execution of the 27 Agreement and before Work is started. 28 a. The meeting will be scheduled and administered by the City. 29 2. The Project Representative will preside at the meeting, prepare the notes of the 30 meeting and distribute copies of same to all participants who so request by fully 31 completing the attendance form to be circulated at the beginning of the meeting. 32 3. Attendance shall include: 33 a. Project Representative 34 b. Contractor's project manager 35 c. Contractor's superintendent 36 d. Any subcontractor or supplier representatives whom the Contractor may desire 37 to invite or the City may request 38 e. Other City representatives 39 f. Others as appropriate CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised August 17, 2012 0131 19 - 2 PRECONSTRUCTION MEETING Page 2 of 1 4. Construction Schedule 2 a. Prepare baseline construction schedule in accordance with Section 0132 16 and 3 provide at Preconstruction Meeting. 4 b. City will notify Contractor of any schedule changes upon Notice of 5 Preconstruction Meeting. 6 5. Preliminary Agenda may include: 7 a. Introduction of Project Personnel 8 b. General Description of Project 9 c. Status of right-of-way, utility clearances, easements or other pertinent permits 10 d. Contractor's work plan and schedule 11 e. Contract Time 12 £ Notice to Proceed 13 g. Construction Staking 14 h. Progress Payments 15 i. Extra Work and Change Order Procedures 16 j. Field Orders 17 k. Disposal Site Letter for Waste Material 18 1. Insurance Renewals 19 in. Payroll Certification 20 n. Material Certifications and Quality Control Testing 21 o. Public Safety and Convenience 22 p. Documentation of Pre -Construction Conditions 23 q. Weekend Work Notification 24 r. Legal Holidays 25 s. Trench Safety Plans 26 t. Confined Space Entry Standards 27 u. Coordination with the City's representative for operations of existing water 28 systems 29 v. Storm Water Pollution Prevention Plan 30 w. Coordination with other Contractors 31 x. Early Warning System 32 y. Contractor Evaluation 33 z. Special Conditions applicable to the project 34 aa. Damages Claims 35 bb. Submittal Procedures 36 cc. Substitution Procedures 37 dd. Correspondence Routing 38 ee. Record Drawings 39 ff. Temporary construction facilities 40 gg. M/WBE or MBE/SBE procedures 41 hh. Final Acceptance 42 ii. Final Payment 43 jj. Questions or Comments 44 END OF SECTION 45 CTTY OF FORT WORTH STANDARD CONSTRUCTION. SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised AugustI7,2012 013120-1 PROJECT MEETINGS Page 1 of 2 1 SECTION 013120 2 PROJECT MEETINGS 3 PARTI- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Provisions for project meetings throughout the construction period to enable orderly 7 review of the progress of the Work and to provide for systematic discussion of 8 potential problems 9 B. Deviations this City of Fort Worth Standard Specification 10 1. 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 I — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various items bid. I7 No separate payment will be allowed for this Item. 18 1.3 ADMINISTRATIVE REQUIREMENTS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 A. Coordination 1. Schedule, attend and administer as specified, periodic progress meetings, and specially called meetings throughout progress of the Work on as needed basis upon request by the City. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meetings administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. 4. Meetings, in addition to those specified in this Section, may be held when requested by the City, Engineer or Contractor. B. Progress Meetings 1. Formal project coordination meetings will be held periodically. Meetings will be scheduled and administered by Project Representative. 2. Additional progress meetings to discuss specific topics will be conducted on an as - needed basis. Such additional meetings shall include, but not be limited to: a. Coordinating shutdowns b. Installation of piping and equipment c. Coordination between other construction projects d. Resolution of construction issues e. Equipment approval CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 013120-2 PROJECT MEETINGS Page of 1 3. The Project Representative will preside at progress meetings, prepare the notes of 2 the meeting and distribute copies of the same to all participants who so request by 3 fully completing the attendance form to be circulated at the beginning of each 4 meeting. 5 4. Attendance shall include: 6 a. Contractor's project manager 7 b. Contractor's superintendent 8 c. Any subcontractor or supplier representatives whom the Contractor may desire 9 to invite or the City may request 10 d. Engineer's representatives 11 e. City's representatives 12 f. Others, as requested by the Project Representative 13 5. Preliminary Agenda may include: 14 a. Review of Work progress since previous meeting 15 b. Field observations, problems, conflicts 16 c. Items which impede construction schedule 17 d. Review of off -site fabrication, delivery schedules 18 e. Review of construction interfacing and sequencing requirements with other 19 construction contracts 20 f Corrective measures and procedures to regain projected schedule 21 g. Revisions to construction schedule 22 h. Progress, schedule, during succeeding Work period 23 i. Coordination of schedules 24 j. Review submittal schedules 25 k. Maintenance of quality standards 26 1. Pending changes and substitutions 27 m. Review proposed changes for: 28 1) Effect on construction schedule and on completion date 29 2) Effect on other contracts of the Project 30 n. Review Record Documents 31 o. Review monthly pay request 32 p. Review status of Requests for Information 33 6. Meeting Schedule 34 a. Progress meetings will be held periodically as determined by the Project 35 Representative. 36 1) Additional meetings may be held at the request of the: 37 a) City 38 b) Engineer 39 c) Contractor 40 7. Meeting Location 41 a. The City will establish a meeting location. 42 1) To the extent practicable, meetings will be held at the Site. 43 END OF SECTION 44 45 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July I, 2011 1 2 3 PARTI- GENERAL 4 1.1 SUAENIARY SECTION 0132 33 PRECONSTRUCTION VIDEO 013233-1 PRECONSTRUCTION VIDEO Page I of 1 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 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 ADMINISTRATIVE REQUIREMENTS 18 A. Preconstruction Video 19 1. Produce a preconstruction video of the site/alignment, including all areas in the 20 vicinity of and to be affected by construction. 21 a. Provide digital copy of video upon request by the City. 22 2. Retain a copy of the preconstruction video until the end of the maintenance surety 23 period. 24 END OF SECTION 25 26 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract Various Project Numbers Revised July 1, 2011 013300-1 SUBMITTALS Page 1 of 1 SECTION 0133 00 2 SUBMITTALS 3 PARTI- GENERAL 11/11/.: C .1 5 A. Section Includes: 6 1. General methods and requirements of submissions applicable to the following 7 Work -related submittals: 8 a. Shop Drawings 9 b. Product Data (including Standard Product List submittals) 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various items bid. 18 No separate payment will be allowed for this Item. 19 1.3 ADMINISTRATIVE REQUIREMENTS 20 A. Coordination 21 1. Notify the City in writing, at the time of submittal, of any deviations in the 22 submittals from the requirements of the Contract Documents. 23 2. Coordination of Submittal Times 24 a. Prepare, prioritize and transmit each submittal sufficiently in advance of 25 performing the related Work or other applicable activities, or within the time 26 specified in the individual Work Sections, of the Specifications. 27 b. Contractor is responsible such that the installation will not be delayed by 28 processing times including, but not limited to: 29 a) Disapproval and resubmittal (if required) 30 b) Coordination with other submittals 31 c) Testing 32 d) Purchasing 33 c) Fabrication 34 f) Delivery 35 g) Similar sequenced activities 36 c. No extension of time will be authorized because of the Contractor's failure to 37 transmit submittals sufficiently in advance of the Work. 38 d. Make submittals promptly in accordance with approved schedule, and in such 39 sequence as to cause no delay in the Work or in the work of any other 40 contractor. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 01 33 00 - 2 SUBMITTALS Page 2 of7 1 B. Submittal Numbering 2 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- 3 reference identification numbering system in the following manner: 4 a. Use the first 6 digits of the applicable Specification Section Number. 5 b. For the next 2 digits number use numbers 01-99 to sequentially number each 6 initial separate item or drawing submitted under each specific Section number. 7 c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. 8 A=2nd submission, B=3rd submission, C=4th submission, etc.). A, typical 9 submittal number would be as follows: 10 11 03 30 00-08-B 12 13 1) 03 30 00 is the Specification Section for Concrete 14 2) 08 is the eighth initial submittal under this Specification Section 15 3) B is the third submission (second resubmission) of that particular shop 16 drawing 17 C. Contractor Certification 18 1. Review shop drawings, product data and samples, including those by 19 subcontractors, prior to submission to determine and verify the following: 20 a. Field measurements 21 b. Field construction criteria 22 c. Catalog numbers and similar data 23 d, Conformance with the Contract Documents 24 2. Provide each shop drawing, sample and product data submitted by the Contractor 25 with a Certification Statement affixed including: 26 a. The Contractor's Company name 27 b. Signature of submittal reviewer 28 c. Certification Statement 29 1) `By this submittal, I hereby represent that I have determined and verified 30 field measurements, field construction criteria, materials, dimensions, 31 catalog numbers and similar data and I have checked and coordinated each 32 item with other applicable approved shop drawings." 33 D. Submittal Format 34 1. Fold shop drawings larger than 8 1/2 inches x l I inches to 8 1/2 inches x I 1 inches. 35 2. Bind shop drawings and product data sheets together. 36 3. Order 37 a. Cover Sheet 38 1) Description of Packet 39 2) Contractor Certification 40 b. List of items / Table of Contents 41 c. Product Data /Shop Drawings/Samples /Calculations 42 E. Submittal Content 43 1. The date of submission and the dates of any previous submissions 44 2. The Project title and number 45 3. Contractor identification 46 4. The names of: CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 01 33 00 - 3 SUBMITTALS Page 3 of 7 1 a. Contractor 2 b. Supplier 3 c. Manufacturer 4 5. Identification of the product, with the Specification Section number, page and 5 paragraph(s) 6 6. Field dimensions, clearly identified as such 7 7. Relation to adjacent or critical features of the Work or materials 8 8. Applicable standards, such as ASTM or Federal Specification numbers 9 9. Identification by highlighting of deviations from Contract Documents 10 10. Identification by highlighting of revisions on resubmittals 11 11. An 8-inch x 3-inch blank space for Contractor and City stamps 12 F. Shop Drawings 13 1. As specified in individual Work Sections includes, but is not necessarily limited to: 14 a. Custom prepared data such as fabrication and erection/installation (working) 15 drawings 16 b. Scheduled information 17 c. Setting diagrams 18 d. Actual shopwork manufacturing instructions 19 C. Custom templates 20 f Special wiring diagrams 21 g. Coordination drawings 22 h. Individual system or equipment inspection and test reports including: 23 1) Performance curves and certifications 24 i. As applicable to the Work 25 2. Details 26 a. Relation of the various parts to the main members and lines of the structure 27 b. Where correct fabrication of the Work depends upon field measurements 28 1) Provide such measurements and note on the drawings prior to submitting 29 for approval. 30 G. Product Data 31 1. For submittals of product data for products included on the City's Standard Product 32 List, clearly identify each item selected for use on the Project. 33 2. For submittals of product data for products not included on the City's Standard 34 Product List, submittal data may include, but is not necessarily limited to: 35 a. Standard prepared data for manufactured products (sometimes referred to as 36 catalog data) 37 1) Such as the manufacturer's product specification and installation 38 instructions 39 2) Availability of colors and patterns 40 3) Manufacturer's printed statements of compliances and applicability 41 4) Roughing -in diagrams and templates 42 5) Catalog cuts 43 6) Product photographs 44 7) Standard wiring diagrams 45 8) Printed performance curves and operational -range diagrams 46 9) Production or quality control inspection and test reports and certifications CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 01 33 00 - 4 SUBMITTALS Page 4 of 7 1 10) Mill reports 2 11) Product operating and maintenance instructions and recommended 3 spare -parts listing and printed product warranties 4 12) As applicable to the Work 5 H. Do not start Work requiring a shop drawing, sample or product data nor any material to 6 be fabricated or installed prior to the approval or qualified approval of such item. 7 1. Fabrication performed, materials purchased or on -site construction accomplished 8 which does not conform to approved shop drawings and data is at the Contractor's 9 risk. 10 2. The City will not be liable for any expense or delay due to corrections or remedies 11 required to accomplish conformity. I2 3. Complete project Work, materials, fabrication, and installations in conformance 13 with approved shop drawings, applicable samples, and product data. 14 I. Submittal Distribution 15 1. EIectronic Distribution 16 a. Confirm development of Project directory for electronic submittals to be 17 uploaded to City's Buzzsaw site, or another external FTP site approved by the 18 City. 19 b. Shop Drawings 20 1) Upload submittal to designated project directory and notify appropriate 21 City representatives via email of submittal posting. 22 2) Hard Copies 23 a) 3 copies for all submittals 24 b) If Contractor requires more than 1 hard copy of Shop Drawings 25 returned, Contractor shall submit more than the number of copies listed 26 above. 27 c. Product Data 28 1) Upload submittal to designated project directory and notify appropriate 29 City representatives via email of submittal posting. 30 2) Hard Copies 31 a) 3 copies for all submittals 32 d. Samples 33 1) Distributed to the Project Representative 34 2. Hard Copy Distribution (if required in lieu of electronic distribution) 35 a. Shop Drawings 36 1) Distributed to the City 37 2) Copies 38 a) 8 copies for mechanical submittals 39 b) 7 copies for all other submittals 40 c) If Contractor requires more than 3 copies of Shop Drawings returned, 41 Contractor shall submit more than the number of copies listed above. 42 b. Product Data 43 1) Distributed to the City 44 2) Copies 45 a) 4 copies 46 c. Samples 47 1) Distributed to the Project Representative 48 2) Copies CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 01 33 00 - 5 SUBMITTALS Page 5 of 1 a) Submit the number stated in the respective Specification Sections. 2 3. Distribute reproductions of approved shop drawings and copies of approved 3 product data and samples, where required, to the job site file and elsewhere as 4 directed by the City. 5 a. Provide number of copies as directed by the City but not exceeding the number 6 previously specified. 7 J. Submittal Review 8 1. The review of shop drawings, data and samples will be for general conformance 9 with the design concept and Contract Documents. This is not to be construed as: 10 a. Permitting any departure from the Contract requirements I I b. ReIieving the Contractor of responsibility for any errors, including details, 12 dimensions, and materials 13 c. Approving departures from details furnished by the City, except as otherwise 14 provided herein 15 2. The review and approval of shop drawings, samples or product data by the City 16 does not relieve the Contractor from his/her responsibility with regard to the 17 fulfillment of the terms of the Contract. 18 a. All risks of error and omission are assumed by the Contractor, and the City will 19 have no responsibility therefore. 20 3. The Contractor remains responsible for details and accuracy, for coordinating the 2I Work with all other associated work and trades, for selecting fabrication processes, 22 for techniques of assembly and for performing Work in a safe manner. 23 4. If the shop drawings, data or samples as submitted describe variations and show a 24 departure from the Contract requirements which City finds to be in the interest of 25 the City and to be so minor as not to involve a change in Contract Price or time for 26 performance, the City may return the reviewed drawings without noting an 27 exception. 28 5. Submittals will be returned to the Contractor under 1 of the following codes: 29 a. Code 1 30 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or 31 comments on the submittal. 32 a) When returned under this code the Contractor may release the 33 equipment and/or material for manufacture. 34 b. Code 2 35 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of 36 the notations and comments IS NOT required by the Contractor. 37 a) The Contractor may release the equipment or material for manufacture; 38 however, all notations and comments must be incorporated into the 39 final product. 40 c. Code 3 41 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is 42 assigned when notations and comments are extensive enough to require a 43 resubmittal of the package. 44 a) The Contractor may release the equipment or material for manufacture; 45 however, all notations and comments must be incorporated into the 46 final product. 47 b) This resubmittal is to address all comments, omissions and 48 non -conforming items that were noted. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 0133 00 - 6 SUBMITTALS Page 6 of 7 1 c) Resubmittal is to be received by the City within 15 Calendar Days of 2 the date of the City's transmittal requiring the resubmittal. 3 d. Code 4 4 1) "NOT APPROVED" is assigned when the submittal does not meet the 5 intent of the Contract Documents. 6 a) The Contractor must resubmit the entire package revised to bring the 7 submittal into conformance. 8 b) It may be necessary to resubmit using a different manufacturer/vendor 9 to meet the Contract Documents. 10 6. Resubmittals 1 I a. Handled in the same manner as first submittals 12 1) Corrections other than requested by the City 13 2) Marked with revision triangle or other similar method 14 a) At Contractor's risk if not marked 15 b. Submittals for each item will be reviewed no more than twice at the City's 16 expense. 17 1) All subsequent reviews will be performed at times convenient to the City 18 and at the Contractor's expense, based on the City's or City 19 Representative's then prevailing rates. 20 2) Provide Contractor reimbursement to the City within 30 Calendar Days for 21 all such fees invoiced by the City. 22 c. The need for more than I resubmission or any other delay in obtaining City's 23 review of submittals, will not entitle the Contractor to an extension of Contract 24 Time. 25 7. Partial Submittals 26 a. City reserves the right to not review submittals deemed partial, at the City's 27 discretion. 28 b. Submittals deemed by the City to be not complete will be returned to the 29 Contractor, and will be considered 'Not Approved" until resubmitted. 30 c. The City may at its option provide a list or mark the submittal directing the 31 Contractor to the areas that are incomplete. 32 8. If the Contractor considers any correction indicated on the shop drawings to 33 constitute a change to the Contract Documents, then written notice must be 34 provided thereof to the City at least 7 Calendar Days prior to release for 35 manufacture. 36 9. When the shop drawings bave been completed to the satisfaction of the City, the 37 Contractor may carry out the construction in accordance therewith and no further 38 changes therein except upon written instructions from the City. 39 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days 40 following receipt of submittal by the City. 41 K. Qualifications 42 1. If specifically required in other Sections of these Specifications, submit a P.E. 43 Certification for each item required. 44 L. Request for Information (RFI) 45 1. Contractor Request for additional information 46 a. Clarification or interpretation of the contract documents 47 b. When the Contractor believes there is a conflict between Contract Documents CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, 'Various Project Numbers Revised December 20, 2012 1 2 3 4 5 6 7 8 9 10 11 12 I3 14 15 01 33 00 - 7 SUBMITTALS Page 7 of 7 c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Use the Request for Information (RFI) form provided by the City. 3. Numbering of RFI a. Prefix with "RFI" followed by series number, "-xxx", beginning with "01" and increasing sequentially with each additional transmittal. 4. Sufficient information shall be attached to permit a written response without further information. 5. The City will log each request and will review the request. a. If review of the project information request indicates that a change to the Contract Documents is required, the City will issue a Field Order or Change Order, as appropriate. IweI1=f]WIMReIto] ►1 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 20I2 013513-1 SPECIAL PROJECT PROCEDURES Pagel of4 1 SECTION 013513 2 SPECIAL PROJECT PROCEDURES 911►4If�"31el04k5XV I 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Air Pollution Watch Days 10 d. Public Notification Prior to Beginning Construction 11 B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division 1 — General Requirements 16 3. Section 33 12 25 — Connection to Existing Water Mains 17 1.2 PRICE AND PAYMENT PROCEDURES 18 A. Measurement and Payment 19 1. All other items 20 a. Work associated with these Items is considered subsidiary to the various Items 21 bid. No separate payment will be allowed for this Item. 22 1.3 REFERENCES 23 A. Reference Standards 24 1. Reference standards cited in this Specification refer to the current reference 25 standard published at the time of the latest revision date logged at the end of this 26 Specification, unless a date is specifically cited. 27 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 28 High Voltage Overhead Lines. 29 3. North Central Texas Council of Governments (NCTCOG) — Clean. Construction 30 Specification 31 1.4 ADMINISTRATIVE REQUIREMENTS 32 A. Coordination with the Texas Department of Transportation 33 1. When work in the right-of-way which is under the jurisdiction of the Texas 34 Department of Transportation (TxDOT): 35 a. Notify the Texas Department of Transportation prior to commencing any work 36 therein in accordance with the provisions of the permit CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract Various Project Numbers Revised December 20, 2012 0135 I3 - 2 SPECIAL PROJECT PROCEDURES Page 2 of 4 1 b. All work performed in the TxDOT right-of-way shall be performed in 2 compliance with and subject to approval from the Texas Department of 3 Transportation 4 B. Work near High Voltage Lines 5 1. Regulatory Requirements 6 a. All Work near High Voltage Lines (more than 600 volts measured between 7 conductors or between a conductor and the ground) shall be in accordance with 8 Health and Safety Code, Title 9, Subtitle A, Chapter 752. 9 2. Warning sign 10 a. Provide sign of sufficient size meeting all OSHA requirements. 11 3. Equipment operating within 10 feet of high voltage lines will require the following 12 safety features 13 a. Insulating cage -type of guard about the boom or arm 14 b. Insulator Iinks on the lift hook connections for back hoes or dippers 15 c. Equipment must meet the safety requirements as set forth by OSHA and the 16 safety requirements of the owner of the high voltage lines 17 4. Work within 6 feet of high voltage electric lines 18 a. Notification shall be given to: 19 1) The power company (example: ONCOR) 20 a) Maintain an accurate log of all such calls to power company and record 21 action taken in each case. 22 b. Coordination with power company 23 1) After notification coordinate with the power company to: 24 a) Erect temporary mechanical barriers, de -energize the lines, or raise or 25 lower the lines 26 c. No personnel may work within 6 feet of a high voltage line before the above 27 requirements have been met. 28 C. Air Pollution Watch Days 29 1. General 30 a. Observe the following guidelines relating to working on City construction sites 31 on days designated as "AIR POLLUTION WATCH DAYS". 32 b. Typical Ozone Season 33 1) May 1 through October 31. 34 c. Critical Emission Time 35 1) 6:00 a.m. to 10:00 a.m. 36 2. Watch Days 37 a. The Texas Commission on Environmental Quality (TCEQ), in coordination 38 with the National Weather Service, will issue the Air Pollution Watch by 3:00 39 p.m. on the afternoon prior to the WATCH day. 40 b. Requirements 41 1) Begin work after 10:00 a.m. whenever construction phasing requires the 42 use of motorized equipment for periods in excess of 1 hour. 43 2) However, the Contractor may begin work prior to 10:00 a.m. if: 44 a) Use of motorized equipment is less than I hour, or 45 b) If equipment is new and certified by EPA as "Low Emitting", or 46 equipment burns Ultra Low Sulfur Diesel (ULSD), diesel emulsions, or 47 alternative fuels such as CNG. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 0135 13 - 3 SPECIAL PROJECT PROCEDURES Page 3 of 1 D. Public Notification Prior to Beginning Construction 2 1. Prior to beginning construction on any block in the project, on a block by block 3 basis, prepare and deliver a notice or flyer of the pending construction to the front 4 door of each residence or business that will be impacted by construction. The notice 5 shaIl be prepared as follows: 6 a. Post notice or flyer 7 days prior to beginning any construction activity on each 7 block in the project area. 8 1) Prepare flyer on the Contractor's letterhead and include the following 9 information: 10 a) Name of Project I I b) City Project No (CPN) 12 c) Scope of Project (i.e. type of construction activity) 13 d) Actual construction duration within the block 14 e) Name of the contractor's foreman and phone number 15 f) Name of the City's inspector and phone number 16 g) City's after-hours phone number 17 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 18 A. 19 3) Submit schedule showing the construction start and finish time for each 20 block of the project to the inspector. 21 4) Deliver flyer to the City Inspector for review prior to distribution. 22 b. No construction will be allowed to begin on any block until the flyer is 23 delivered to all residents of the block. 24 END OF SECTION 25 26 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 1 2 3 4 5 6 7 8 9 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 0135 13-4 SPECIAL PROJECT PROCEDURES Page of4 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 01 45 23 - 1 TESTING AND INSPECTION SERVICES Pagel of2 1 SECTION 0145 23 2 TESTING AND INSPECTION SERVICES 3 PART1- GENERAL 4 1.1 SUlVIlVIARY 5 A. Section Includes: 6 1. Testing and inspection services procedures and coordination 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 -- General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 14 15 16 17 18 19 20 21 22 23 24 A. Measurement and Payment Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 25 1.3 ADMINISTRATIVE REQUIREMENTS 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies CITY OF FORT WORTIT STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 01 45 23 -2 TESTING AND INSPECTION SERVICES Page of2 a) I copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in Iieu of electronic distribution) 1) Tests performed by City a) Distribute I hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 015000-1 TEMPORARY FACILITIES AND CONTROLS Page 1 of 1 1 SECTION 0150 00 2 TEMPORARY FACILITIES AND CONTROLS 3 PART1- GENERAL 4 1.1 SUNEMLARY 5 A. Section Includes: 6 1. Provide temporary facilities and controls needed for the Work including, but not 7 necessarily limited to: 8 a. Dust control 9 b. Temporary fencing of the construction site 10 B. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division I — General Requirements 15 1..2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 ADMINISTRATIVE REQUIREMENTS 20 A. Temporary Fencing 21 1. Provide and maintain for the duration or construction when required in contract 22 documents 23 B. Dust Control 24 1. Contractor is responsible for maintaining dust control through the duration of the 25 project. 26 a. Contractor remains on -call at all times 27 b. Must respond in a timely manner 28 C. Temporary Protection of Construction 29 1. Contractor or subcontractors are responsible for protecting Work from damage due 30 to weather. 31 END OF SECTION 32 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 015526-1 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Pagel oft 1 SECTION 0155 26 2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. Administrative procedures for: 7 a. Street Use Permit 8 b. Modification of approved traffic control 9 c. Removal of Street Signs 10 B. Deviations from this City of Fort Worth Standard Specification I I 1. None. 12 C. Related Specification Sections include, but are not Necessarily limited to: 13 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 General Requirements I5 3. Section 34 71 13 Traffic Control 16 1.2 PRICE AND PAYMENT PROCEDURES 17 A. Measurement and Payment 18 1. Work associated with this Item is considered subsidiary to the various Items bid. 19 No separate payment will be allowed for this Item. 20 1.3 REFERENCES 21 A. Reference Standards 22 1. Reference standards cited in this specification refer to the current reference standard 23 published at the time of the latest revision date logged at the end of this 24 specification, unless a date is specifically cited. 25 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 26 1.4 ADMINISTRATIVE REQUIREMENTS 27 28 29 30 31 32 33 34 35 36 37 38 A. Traffic Control 1. GeneraI a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Development Department. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 015526-2 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Paget oft 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) AIlow minimum 5 working days for review of revised Traffic Control. 10 3) It is the Contractor's responsibility to coordinate review of Traffic Control 11 plans for Street Use Permit, such that construction is not delayed. 12 D. Removal of Street Sign 13 1. If it is determined that a street sign must be removed for construction, then contact 14 City Transportation and Public Works Department, Signs and Markings Division to 15 remove the sign. 16 E. Temporary Signage 17 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting 18 requirements of the latest edition of the Texas Manual on Uniform Traffic Control 19 Devices (MUTCD). 20 2. Install temporary sign before the removal of permanent sign. 21 3. When construction is complete, to the extent that the permanent sign can be 22 reinstalled, contact the City Transportation and Public Works Department, Signs 23 and Markings Division, to reinstall the permanent sign. 24 F. Traffic Control Standards 25 1. Traffic Control Standards can be found on the City's Buzzsaw website. 26 END OF SECTION 27 28 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 1 2 3 PARTI_ GENERAL 4 1.1 SUMMARY SECTION 0160 00 PRODUCT REQUIREMENTS 016000-I PRODUCT REQUIREMENTS Page 1 of I 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 I — General Requirements 12 1.2 ADMINISTRATIVE REQUIREMENTS 13 A. A list of City approved products for use is located on Buzzsaw as follows: 14 1. Resources102 - Construction Documents\Standard Products List 15 B. Only products specifically included on City's Standard Product List in these Contract 16 Documents shall be allowed for use on the Project. 17 1. Any subsequently approved products will only be allowed for use upon specific 18 approval by the City. 19 C. Any specific product requirements in the Contract Documents supersede similar 20 products included on the City's Standard Product List. 21 1. The City reserves the right to not allow products to be used for certain projects even 22 though the product is listed on the City's Standard Product List. 23 D. Although a specific product is included on City's Standard Product List, not all 24 products from that manufacturer are approved for use, including but not limited to, that 25 manufacturer's standard product. 26 E. See Section 01 33 00 for submittal requirements of Product Data included on City's 27 Standard Product List. 28 END OF SECTION 29 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 016600-1 PRODUCT STORAGE AND HANDLING REQUIREMENTS Paget of2 I SECTION 0166 00 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS 3 PART 1 - 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 1 I B. Deviations from this City of Fort Worth Standard Specification 12 1. None. 13 C. Related Specification Sections include, but are not necessarily limited to: 14 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 15 2. Division I —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 DELIVERY AND HANDLING 21 B. Delivery Requirements 22 1. Schedule delivery of products or equipment as required to allow timely installation 23 and to avoid prolonged storage. 24 2. Provide appropriate personnel and equipment to receive deliveries. 25 3. Delivery trucks will not be permitted to wait extended periods of time on the Site 26 for personnel or equipment to receive the delivery. 27 4. Deliver products or equipment in manufacturer's original unbroken cartons or other 28 containers designed and constructed to protect the contents from physical or 29 environmental damage. 30 5. Clearly and fully mark and identify as to manufacturer, item and installation 31 location. 32 6. Provide manufacturer's instructions for storage and handling. 33 C. Handling Requirements 34 1. Handle products or equipment in accordance with these Contract Documents and 35 manufacturer's recommendations and instructions. 36 D. Storage Requirements 37 1. Store materials in accordance with manufacturer's recommendations and 38 requirements of these Specifications. CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 01 66 00 - 2 PRODUCT STORAGE AND HANDLING REQUIREMENTS Paget of 1 2. Make necessary provisions for safe storage of materials and equipment. 2 a. Place loose soil materials and materials to be incorporated into Work to prevent 3 damage to any part of Work or existing facilities and to maintain free access at 4 all times to all parts of Work and to utility service company installations in 5 vicinity of Work. 6 3. Keep materials and equipment neatly and compactly stored in locations that will 7 cause minimum inconvenience to other contractors, public travel, adjoining owners, 8 tenants and occupants. 9 a. Arrange storage to provide easy access for inspection. 10 4. Restrict storage to areas available on construction site for storage of material and 11 equipment as shown on Drawings, or approved by City's Project Representative. 12 5. Provide off -site storage and protection when on -site storage is not adequate. 13 a. Provide addresses of and access to off site storage locations for inspection by 14 City's Project Representative. 15 6. Do not use lawns, grass plots or other private property for storage purposes without 16 written permission of owner or other person in possession or control of premises. 17 7. Store in manufacturers' unopened containers. 18 8. Neatly, safely and compactly stack materials delivered and stored along line of 19 Work to avoid inconvenience and damage to property owners and general public 20 and maintain at least 3 feet from fire hydrant. 21 9. Keep public and private driveways and street crossings open. 22 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to 23 satisfaction of City's Project Representative. 24 a. Total length which materials may be distributed along route of construction at 25 one time is 1,000 linear feet, unless otherwise approved in writing by City's 26 Project Representative. 27 PART 2 - EXECUTION 28 2.1 FIELD [OR] SITE QUALITY CONTROL 29 A. Tests and Inspections 30 1. Inspect all products or equipment delivered to the site prior to unloading. 31 B. Non -Conforming Work 32 1. Reject all products or equipment that are damaged, used or in any other way 33 unsatisfactory for use on the project. 34 2.2 PROTECTION 35 A. Protect all products or equipment in accordance with manufacturer's written directions 36 B. Store products or equipment in location to avoid physical damage to items while in 37 storage. 38 C. Protect equipment from exposure to elements and keep thoroughly dry if required by 39 the manufacturer. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 017000-1 MOBILIZATION AND REMOBILIZATION Page I of I 1 SECTION 0170 00 2 MOBILIZATION AND REMOBILIZATION 3 PARTI- 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 I8 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 B. Deviations from this City of Fort Worth Standard Specification 26 1. None. 27 C. Related Specification Sections include, but are not necessarily limited to: 28 J. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 29 2. Division 1 — General Requirements 30 1.2 PRICE AND PAYMENT PROCEDURES 31 A. Measurement and Payment 32 1. Mobilization and Demobilization 33 a. Measure 34 1) This Item is considered subsidiary to the various Items bid. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item 37 are subsidiary to the various Items bid and no other compensation will be 38 allowed. 39 END OF SECTION 40 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised January 18, 2017 017123-1 CONSTRUCTION STAKING AND SURVEY Page] of2 1 SECTION 017123 2 CONSTRUCTION STAKING AND SURVEY 3 PART1- GENERAL [INEFffINKIVES lU_ ._ � 1 5 A. Section Includes: 6 1. Requirements for construction staking and construction survey 7 B. Deviations from this City of Fort Worth Standard Specification 8 J. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Construction Staking 15 a. Measurement 16 1) This Item is considered subsidiary to the various Items bid. 17 b. Payment 18 1) The work performed and the materials furnished in accordance with this 19 Item are subsidiary to the various Items bid and no other compensation will 20 be allowed. 21 2. Construction Survey 22 a. Measurement 23 1) This Item is considered subsidiary to the various Items bid. 24 b. Payment 25 1) The work performed and the materials furnished in accordance with this 26 Item are subsidiary to the various Items bid and no other compensation will 27 be allowed. 28 1.3 SUBMITTALS 29 A. Submittals, if required, shall be in accordance with Section 01 33 00. 30 B. All submittals shall be approved by the City prior to delivery. 31 1.4 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 32 A. Certificates 33 1. Provide certificate certifying that elevations and locations of improvements are in 34 conformance or nonconformance with requirements of the Contract Documents. 35 a. Certificate must be sealed by a registered professional land surveyor in the 36 State of Texas. 37 B. Field Quality Control Submittals 38 1. Documentation verifying accuracy of field engineering work. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 01 71 23 - 2 CONSTRUCTION STAKING AND SURVEY Page 2 of 2 1 1.5 QUALITY ASSURANCE 2 A. Construction Staking 3 1. Construction staking will be performed by the Contractor. 4 2. Coordination 5 a. It is the Contractor's responsibility to coordinate staking such that construction 6 activities are not delayed or negatively impacted. 7 3. General 8 a. Contractor is responsible for preserving and maintaining stakes. 9 b. If in the opinion of the City, a sufficient number of stakes or markings have 10 been lost, destroyed or disturbed, by Contractor's neglect, such that the 11 contracted Work cannot take place, then the Contractor will be required to 12 replace stakes. 13 PART 2 EXECUTION 14 2.1 FIELD [oR] SITE QUALITY CONTROL 15 A. It is the Contractor's responsibility to maintain all stakes and control data placed by the 16 City in accordance with this Specification. 17 B. Do not change or relocate stakes or control data without approval from the City. 18 END OF SECTION 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Tbrougbout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 Section 01 71 23.01- Attachment A Survey Staking Standards February 2017 K:\FTW_TPTO\061018203-CFW--2018--Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manuai\017123.16.01 Attachment A_Survey Staking Standards.docx Page 1 of 22 These procedures are intended to provide a standard method for construction staking services associated with the City of Fort Worth projects. These are not to be considered all inclusive, but only as a general guideline. For projects on TXDOT right-of-way or through joint TXDOT participation, adherence to the TXDOT Survey Manual shall be followed and if a discrepancy arises, the TXDOT manual shall prevail. (http://onlinemanuals.txdot.gov/txdotmanuals/ess/ess.pdf) If you have a unique circumstance, please consult with the project manager, inspector, or survey department at 817-392-7925. Table of Contents I. City of Fort Worth Contact Information II. Construction Colors Ill. Standard Staking Supplies IV. Survey Equipment, Control, and Datum Standards V. Water Staking VI. Sanitary Sewer Staking VII. Storm Staking VIII. Curb and Gutter Staking IX. Cut Sheets X. As -built Survey K:\FTW_TPTO\061018203-CFW--2038-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\017123.16.01_Attachment A —Survey Staking Standards.docx Page 2 of 22 I. Survey Department Contact Information Physical and mailing address: 8851 Camp Bowie West Boulevard Suite 300 Fort Worth, Texas 76116 Office: (817) 392-7925 Survey Superintendent, direct line: (817) 392-8971 II. Construction Colors The following colors shall be used for staking or identifying features in the field. This includes flagging, paint of laths/stakes, paint of hubs, and any identification such as pin flags if necessary. Utility Color PROPOSED EXCAVATION WHITE ALL ELECTRIC AND CONDUITS *VELLOWLLOW POTABLE WATER GAS OR OIL TELEPHONE/FIBER OPTIC ORANGE SURVEY CONTROL POINTS, BENCHMARKS, PROPERTY CORNERS, RIGHT-OF-WAYS, AND PINK ALL PAVING INCLUDING CURB, SIDEWALK, BUILDING CORNERS SANITARY SEWER IRRIGATION AND RECLAIMED WATER III. Standard Staking Supplies Item Minimum size Lath/Stake 36" tall Wooden Hub (2"x2" min. square preferred) 6" tail Pin Flags (2.5" x 3.5" preferred) 21" long Guard Stakes Not required PK or Mag nails 1" long [ron Rods (1/2" or greater diameter) 18" long Survey Marking Paint Water -based Flagging 1" wide Marking Whiskers (feathers) 6" long Tacks (for marking hubs) 3/4" long K:\FTW_TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\017123.16.01_Attachment A_Survey Staking Standards.docx Page 3 of 22 IV. Survey Equipment, Control, and Datum Standards A. City Benchmarks All city benchmarks can be found here: http://fortworthtexas.gov/itsolutions/GIS/ Look for `Zoning Maps'. Under 'Layers', expand 'Basemap Layers', and check on 'Benchmarks'. B. Conventional or Robotic Total Station Equipment I. A minimum of a 10 arc -second instrument is required. ]I. A copy of the latest calibration report may be requested by the City at anytime. It is recommended that an instrument be calibrated by certified technician at least 1 occurrence every 6 months. C. Network/V.R.S. and static GPS Equipment I. It is critical that the surveyor verify the correct horizontal and vertical datum prior commencing work. A site calibration may be required and shall consist of at least 4 control points spaced evenly apart and in varying quadrants. Additional field checks of the horizontal and vertical accuracies shall be completed and the City may ask for a copy of the calibration report at any time. II. Network GPS such as the Western Data Systems or SmartNet systems may be used for staking of property/R.O.W, forced -main water lines, and rough -grade only. No GPS staking far concrete sanitary sewer, storm drain final grade, or anything that needs vertical grading with a tolerance of 0.25' or less is ailnwP.rl_ D. Control Points Set 1. 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 K:\FTW—TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manua]\0171 23.16.01 Attachment A_Survey Staking Standards.docx Page 4 of 22 E. Preferred Grid Datum Although many plan sets can be in surface coordinates, the City's preferred grid datum is listed below. Careful consideration must be taken to verify what datum each project is in prior to beginning work. It is essential the surveyor be familiar with coordinate transformations and how a grid/surface/assumed coordinate system affect a project. Projected Coordinate System: NAD_1983_StatePlane—Texas—North_Central_FIPS 4202_Feet Projection: Lambert_ Conformal Conic False_Easting: 1968500.00000000 False —Northing: 6561666.66666667 Central Meridian:-98,50000000 Standard—Parallel-1: 32.13333333 Standard Parallel 2: 33.96666667 Latitude �Of Origin: 31.66666667 Linear Unit: Foot US Geographic Coordinate System: GCS_North_American_1983 Datum: D North American 1983 Prime Meridian: Greenwich Angular Unit: Degree Note: Regardless of what datum each particular project is in, deliverables to the City must be converted/translated into this preferred grid datum. 1 copy of the deliverable should be in the project datum (whatever it may be) and 1 copy should be in the NAD83, TX North Central 4202 zone. See Preferred File Naming Convention below F. Preferred Deliverable Format Axt csv dwg .job G. Preferred Data Format P,N,E,Z,D,N Point Number, Northing, Easting, Elevation, Description, Notes (if applicable) H. Preferred File Naming Convention This is the preferred format: City Project Number Description_Datum.csv Example for a project that has surface coordinates which must be translated: File 1: C1234 As -built of Water on Main Street Grid NAD83 TXSP 4202.csv K:\FTW_TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\0171 23.16.01_Attachment A —Survey Staking Standards.docx Page 5 of 22 File 2: C1234_As-built of Water on Main Street —Project Specific Datum.csv Examnle Control Stakes K:\FTW_TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\017128.16.01_Attachment A Survey Staking Standards.docx Page 6 of 22 Y 4 T fIJ J C� LLJ J m C) 0 r LLI C:) L _ W 07L m LL- _ 7 t F W 1 ' Cn L U7 C1 w Y) _ _ W W W mfy_ D �� R C 0 �} W Ck' CP #1 � II 1 N=5000M E7-:5000.00 i � -- V. Water Staking Standards K:\FTW_TPTO\061018203-CFW--2018-Misc-1TrafF\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\017123.16.01 Attachment A_Survey Staking Standards.docx Page 7 of 22 A. Centerline Staking— Straight Line Tangents 1. Offset lath/stakes every 200' on even stations II. Painted blue lath/stake only, no hub is required III. 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 V11. 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 IL Same grading guidelines as above Ill. Staking of radius points of greater than 100' may be omitted C. Water Meter Boxes 1. 7.0' perpendicular offset is preferred to the center of the box ll. Center of the meter should be 3.0' behind the proposed face of curb Ill. 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 IL Survey offset stake should be 7.0' from the center and perpendicular to the curb line or water main Ill. Grade of hydrants should be +0.30 higher than the adjacent top of curb E. Water Valves & Vaults 1. Offsets should be perpendicular to the proposed water main II. RIM grades should only be provided if on plans Example Water Stakes K:\FTWTTPT0\061018203-CFW-2018-Misc-TraffjTraffic Signal Mods and Upgrade Project Manual\SPFC\01 Traffic Signal Project Manual\0171 23.16.01_Attachment A Survey Staking Standards.docx Page 8 of 22 U, 6 4� 7' o/S � w/L D5 ':CKW 0LI 7' o/S �- WIL STA-1+72.81 F C--3-81 d 10c7 I R-- 1oi.is' m �- W 0 w W CL. a � Q d Q LJ bA � IL W i f/l 7371 Ir Ld ; W af V i8 — w o _ 1�19 - FO0Cb In d F_ v 6. W z V1. Sanitary Sewer Staking K:\FTW—TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\01 71 23.16.01—Attachment A —Survey Staking Standards.docx Page 9 of 22 A. Centerline Staking— Straight Line Tangents 1. Inverts shall be field verified and compared against the plans before staking II. Painted green lath/stake WITH hub and tack or marker dot, no flagging required Ill. 1 offset stake between manholes if manholes are 400' or less apart IV. Offset stakes should be located at even distances and perpendicular to the centerline V. Grades will be per plan and the date of the plans used should be noted V1. If multiple lines are at one manhole, each line shall have a cut/fill and direction noted VII. Stakes at every grade break Vill. 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 1. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval [I. 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. I=iowlin.e 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 K:\FTW_TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manua]\SPEC\01 Traffic Signal Project Manual\0173 23.16.01_Attachment A_Survey Staking Standards.docx Page 10 of 22 c5 C) < Y LL_ �J aj �W W s 4 Ul �r L g ©sa Ld 6n Example Sanitary Sewer Stakes ti !lam ll STk=3+71M II C-4.- lI SiA-3 f l- CI) �_:3 aI -cc 7'f3 �k SS O taw """ r3 � LLI lam" ( 12' LL_ LLI �w L L A c� Ole V! z �w n LE U7 in P 0 7' 0/ z If L LL_ kl o/s % SS ll sra-.OtoO>ll fz C-Ga 11 C-46A � (;-Oka y }4 G Gth z' W LLxr i R..._.... ( 1_�@S 4 W W k � [L a LL y44 tLJUJ wa LLJ* -E W. Unt Flt F� � i ww6 a Fk F �� U FC_c to C'.4 old 1 m Pig w ...- }.N C-S Fi-0 C7 w �WY VI _ - rL J j I m m :z L] w� zo 100 r�- z IL +: � m Do _ot 0 K:\FTW_TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\0171 23.16.01_Attachment A Survey Staking Standards.docx Page 11 of 22 VI1. Storm Sewer & Inlet Staking A. Centerline Staking -- Straight Line Tangents I. 1 offset stake every 200' on even stations 11. Grades are to flowline of pipe unless otherwise shown on plans III. Stakes at every grade break IV. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking — Curves I. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval II. Staking of radius points of greater than 100' may be omitted C. Storm Drain Inlets I. Staking distances should be measured from end of wing 11. Standard 10' Inlet = 16.00' total length Ill. Recessed 10' Inlet = 20.00' total length IV. Standard double 10' inlet = 26.67' total length V. Recessed double 10' inlet = 30.67' total length D. Storm Drain Manholes I. 2 offset stakes per manhole for the purpose of providing alignment to the contractor IL Flowline grade should be on the lath/stake for each flowline and direction noted 11:1.. RIM grade should only be on the stake when provided in the plans K:\FTW_TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manua1\017123.16.01 Attachment A_Survey Staking Standards.docx Page 12 of 22 Example Storm Inlet Stakes FRONT (SIDE FACING �) ' NO FLAGGING REQUIRED IN LIEU OF PINK PAINTED LATH m a —n r � I HACK BACK (AtlE FAQNC RALW.) t7.,� I I {SSE FAIING H.QW) MNT # IDENTIFIES MIG44 ENCr OF THE tiWiN0 PUNT V Ca f # BEING STAKED II HI19 ELr%�A"IM 11 INLET STATION HUM Eu VA-mm a to 1 tN (IF NOTED 4N PLANSj SP ]DEN GRADE TfC TO TOP OF CURS -rl -I- � CS R—��r•.• IDEFaT1FlES GRADE TO FL)DMJNE n 'IS ANOE9 FOR INLEP. STANDARD V — 16' FRONT (SIDE FACING Q FL 41 RECBSISED W - 2{f STANDARD DUUHLE 10' — 26.67 HUB W'ATH TACK - - - -- - RECE55ED Q_ BLE In 6 L - - _ - I I RACK W JNIKT �I it "1 — IAANHCLE pI 01 RIM �I `• I Y•. OF CURB Fiti�11 INE R-OWLINK WENT ME,WHICH END OF THE YANG HEING STAKED - -EDGE CW F A:S�I: A6T- FAi=E 4F INLEi EDGE OF F`AVE WENT FACE LFTINLET Et] EOGE 33F AAV'rMENr- K:\FTW_TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manua[\017123.16.01_Attachlment A Survey Staking Standards.docx Page 13 of 22 Vill. Curb and Gutter Staking A. Centerline Staking— Straight Line Tangents V. 1 offset stake every 50' on even stations VI. Grades are to top of curb unless otherwise shown on plans VII. Stakes at every grade break VIII. Cut sheets are required on all staking Optional: Actual stakes shall consist of a 60D nail or hub set with a whisker B. Centerline Staking— Curves Ill. If arc length is greater than 100', POC (Point of Curvature) offset stakes should be set at a 25' interval IV. Staking of radius points of greater than 100' may be omitted K:\FTW_TPTO\061018203-CFW-2018--Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 14 of 22 FRONT Example Curb & Gutter Stakes (SIDE FACING {E) �} o B CK ID134TIFIES OFFSET 13 TO (9fC1E FaCf f�O R.a.W.) / SAP9 fF OURD OR Fln KA FACE OF CURH FRONT FRONT milms e, (SDE FAOING PLIRT OF T GMT I�- 1 C m IPTI r/C I[ u z POINTffl + PA 6f0 �I 1 I i i r r IM TIFIES MADE VS------�-! " III I 11 TO TOR OF GUFW NO GRADE 011 HLIB ELEVATION i } I RADIUS raNT5 — fl Irk LIEU OF I'IF PAIiEI7 l! L ,JH ? ? I 1 - TOP OF CURB � BACKOF OURS FACE OF CURB FLO LINE EUGE OF PAVEMENT (SIDE FACING q) a gle; FRONT IRPC ENTInE5 START (SIDE FflOICi .} FONT OF VJR',/,&,TURF Example Curb & Gutter Stakes at intersection K:\FTW—TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\017123.16.01_Attachment A Survey Staking Standards.docx Page 15 of 22 P z aam� 0 1C' O/5 m srA=zrsa F F+a w �___ t� �- awc 4�4 ry w �\I rVF U II tL ��L_ 1n \�w.iF �---I o<�.tnr7 0 I — ..� a EJ i7 _ N � ]C � a iwi J r � C?I 3�hJ�{151Q ?�'19 ,09 F 147 Cs Y J 8mf10 .�6 312V8 .? 7S w ff L7�FF w ��m 1000 � m k�a� o t MID J6 343va W O I 3tl NV161tl .`€bYJ ,tl9 la r 10 a W lI-I I O -g a I� E.J � W •• {} � p_U' w � � x 10 1. O 3r K:\FTW_TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\0171 23.16.01_Attachment A_survey Staking Standards.docx Page 16 of 22 IX. Cut Sheets A. Date of field work B. Staking Method (GPS, total station) C. Project Name D. City Project Number (Example: C01234) E. Location (Address, cross streets, GPS coordinate) F. Survey company name G. Crew chief name H. A blank template can be obtained from the survey superintendent (see item I above) Date: Staking Method: ❑ GPS LOCATION: CONSULTANT/CONTRACTOR SURVEY CREW INITIALS Standard City Cut Sheet ❑ TOTAL STATION City Project Number: Project Name: ❑ OTHER ALL GRADES ARE TO FLOWLINE OR TOP OF CURB UNLESS OTHERWISE NOTED. OFFSET PROP. STAKED PT # STATION DESCRIPTION - CUT + FILL -LT/+RT GRADE ELEV. K:\FTW_TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\01 7123.16.01_Attachment A_Survey Staking Standards.docx Page 17 of 22 X. As -built Survey A. Definition and Purpose The purpose of an as -built survey is to verify the asset was installed in the proper location and grade. Furthermore, the information gathered will be used to supplement the City's GIs data and must be in the proper format when submitted. See section 1V. 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. (Alf 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 K:\FTW_TPT0\061018203-CFW-2018-Misc-Traff\Traffiic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\017123.16.01 Attachment A_Survey Staking Standards.docx Page 18 of 22 B. Example Deliverable A hand written red line by the field surveyor is acceptable in most cases. This should be a copy of the plans with the point number noted by each asset. if the asset is missing, then the surveyor should write "NOT FOUND" to notify the City. K:\FTW_TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\017123.16.01_Attachment A_Survey Staking Standards.docx Page 19 of 22 Roy 441.1 +: . . .... . ....... ....... ....... LA.1 Tiv 01 K:\FTW—TPTO\OEilOI8203-CFW-2018-Misc-Traff\TrafficSi8nu|ModuandUpQmdePnojut MunuaKSPE{\O1Traffic Signal Project K4unuaNO17123.16.01—AttuchmentA—SurveyStaking Standanb.docx Page 20of22 SrJ4 �' - is WL itiY Cdi1t7'TN[ m Sr'A t a'M - &-WL (F"D LW PWL 1,}71 F"WE it S/lY" EXIST ' im Wive h R ORD Ba" 7V PJAW. &WATM Nzx sou Pm' r FiEN S' « 6'K N'+z"3liG�131?5 lt�7 E•?e It-a'!I4 ,gy�{;329,AJ2 I-IrIVA:LY E i-s VFW'. ' FPS amw. ;.,.' Lf4o MVE `g naioo3tu�299 a £'J h w �1J1 CJ 4 V " . 7 f1Yana Lm 8 �' G�.*s31dt :6'AVarrry AENWR r ia✓-+� IT C"�j 7F i 8 a� c_Yril Ex. 6,1 A 5yn i8di •r � � �� .. PPO�pMS D q SEE SHEET WE VAtVZ S7'A QdVmw - W wr A - 1NSTNL _ w F1r+TVEWm71) `3 a6o-AilrFwscer� 1 - WK fP'1.0!'lI m w 2�W W + 07 i-COASWO h!E' 5"Y Hi: AfD 1-0.WVEE7f,MY& $71F W OWV,irRR iaN Nor/n cif K z9m WNNEW IV Exisr.1�iJ+VFR E�.PRiS ��Z4��ld'®332F N�fll#�gPd9 K:\FTW—TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\01 7123.16,01 Attachment A_Survey Staking Standards.docx Page 21 of 22 97�i1�r•X •alr .gytt".4}/ @ flaI oir_,VJ ax �fL,dd JJJ ia.AShl ;� J,''i�o'L'h3? .L43iY�9lId3N �3R,�'.G v11hY5 ©1K 71 ,1S Frz�R M-4 ["e d AV • —r' , v �rrn ss �roa�r r�•a �`?s �xn kalr�..I.��-.'r• — : T : :.:..._ .I:. y L d `J:I. I ��- �p:LL )iN WOR i 1 . TP it -Ary I I wj �yl t I;c m: ',� 'Jr ITI T. fill .I! j fiHIMIt li -- 5J �.. 5 . �� - �`�� _`'sue -- — •'' I :L 7: �I K:\FT _ Signal Project Manual\01 71 23.16.01—Attachment A_Survey Staking Standards.docx Page 22 of 23 -raffic Obviously the .csv or .txt file cannot be signed/sealed by a surveyor in the format requested. This is just an example and all this information should be noted when delivered to the City so it is clear to what coordinate system the data is in. POINT NO. NORTHING EASTJP46 ELEV. BESCR€PTION 1 6946257.199 2296074.165 726.09 55INH RIM 2 690250.893 2296062.141 725,66a GV RIM 3 6946307A99 2296038.306 725.85 GV 111M 0L. !r- ri- 4 6946220.582 2296011.025 723.358 SSMH RIM 5 6946195.23 2795015.116 722.123 GV RIM 7 5 6946190.528 2296072.7z1 727,375 FH .-' A. J 7 6946136.012 2295992.115 719 448 WM RIM 8 6946002-267 2295919,133 713.331 WM RIM TX i -1 ! 9 6946003.056 2295933.418 713.652 CC) RIM r= { I 1--, f,T 10 6945984.677 2295W)'52 711.662 SSMVIH RIM +: 11 6945986.473 2235869.892 710.046 WIN RIM 12 6945895;077 22958601.162 707.72 WM RIM 13 6945896.591 2295862.188 708.205 WM RIM 14 6945934.786 2295841.975 709,467 WM R1M 15 694593C727 2295830,441 710.094 co RIM E_ 3` C• ¢-->) ; C _ � �, 16 6945835.678 2195799-707 W7.774 SSMH RIM 17 6945817.A88 2295877.01I 706.392 SSMH RIM 18 6945759.776 2295759,643 711.218 55Mk RIM 1 qq 19 6945768.563 2295778,424 710.086 GV RIM 20 6945743.318 22957W392 710-631 GV RIM 21 6945723,219 2295754.394 717.849 GV RIM 22 6945682.2-1 2295744.22 716.686 WM RIM 23 6945621.9172 - 2295669.471 723.76 WM RIM 24 6945643.407 2295736.03 719.737 CO RIM 1 25 6945571.059 7795655.195 727-5'i4 SSM14 RINI 26 6945539.A98 2295667.803 729.123 WM RIM -`j U3 27 6945519.834 2295619.49 737.689 WM RIM - 28 6945417.879 2295580.27 740.521 WIVI RIM 19 6945456.557 2295643.145 736.451 CO RIM 1 r` 30 6945387,356 2295597.101 740.756 GV RIM 31 6945370,688 2295606,793 740.976 GV RIM 32 6945383.53 2295610..559 74OA08 FH 33 6945321,228 2295551.10SS 746.34 V+1M RIM 34 6945319.355 2295539.728 746.777 to RIM 35 6945242,289 2295570,715 748.454 WM RIM 36 6945233.624 2295544.626 749.59 $$MH aim 37 6945205.483 2295529.305 751.058 WM RMIVI 38 6945142.015 2295557.656 750.853 WM RIM I i 39 6945113.4.45 2295520.335 751,871 WM WM 40 41 6945049.02 6945041.024 2295527-345 2295552.675 752-ZS7 SSMH RIM 751-79 WM RIM F� r 6, 42 6945038.878 2295552.147 751.88 WM RIM 43 6945006.397 2295518.135 752,615 WM RIM 44 6944944-782 2295520,635 752.801 WM RIM 45 6944943-432 2?95556.479 752,156 WM RIM � I 46 6944860.416 2295534.397 752.986 SSMH.HIM K:\FTW-TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPFC\01 Traffic Signal Project Manual\0171 23.16.01_Attachment A_Survey Staking Standards.docx Page 24 of 25 C. Other preferred as -built deliverable Some vendors have indicated that it is easier to deliver this information in a different format. Below is an example spreadsheet that is also acceptable and can be obtained by request from the survey superintendent. K:\FTW_TPTO\061018203-CFW-2018-Misc-Traff\Traffic Signal Mods and Upgrade Project Manual\SPFC\01 Traffic Signal Project Manual\017123.16.01_Attachment A_Survey Staking Standards.docx Page 25 of 26 z --- ------ ---- ------ — — n 2 la g z a s x' i z z - I w $ w o E w K1 _ Pp Mill of M gg .is sz_ A rT � — — a 5 V - I y, � K:\FTW_TPTO\061018203-CFW--2018-Misc--Traff�Traffic Signal Mods and Upgrade Project Manual\SPEC\01 Traffic Signal Project Manual\0171 23.16.01TAttachment A Survey Staking Standards.docx Page 26 of 26 1 2 3 PART1- GENERAL SECTION 0174 23 CLEANING 017423-1 CLEANING Page] of2 5 A. Section Includes: 6 1. Intermediate and final cleaning for Work not including special cleaning of closed 7 systems specified elsewhere 8 B. Deviations from this City of Fort Worth Standard Specification 9 1. None. 10 C. Related Specification Sections include, but are not necessarily limited to: 11 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 12 2. Division 1 — General Requirements 13 3. Section 32 92 13 —Hydro-Mulching, Seeding and Sodding 14 1.2 PRICE AND PAYMENT PROCEDURES 15 A. Measurement and Payment 16 1. Work associated with this Item is considered subsidiary to the various Items bid. 17 No separate payment will be allowed for this Item. 18 1.3 ADMINISTRATIVE REQUIREMENTS 19 A. Scheduling 20 1. Schedule cleaning operations so that dust and other contaminants disturbed by 21 cleaning process will not fall on newly painted surfaces. 22 2. Schedule final cleaning upon completion of Work and immediately prior to final 23 inspection. 24 PART 2 - EXECUTION 25 2.1 CLEANING 26 A. General 27 1. Prevent accumulation of wastes that create hazardous conditions. 28 2. Conduct cleaning and disposal operations to comply with Iaws andsafety orders of 29 governing authorities. 30 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in 31 storm or sanitary drains or sewers. 32 4. Dispose of degradable debris at an approved solid waste disposal site. 33 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an 34 alternate manner approved by City and regulatory agencies. 35 6. Handle materials in a controlled manner with as few handlings as possible. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 01 74 23 - 2 CLEANING Page 2 of 2 1 7. Thoroughly clean, sweep, wash and polish all Work and equipment associated with 2 this project. 3 8. Remove all signs of temporary construction and activities incidental to construction 4 of required permanent Work. 5 9. If project is not cleaned to the satisfaction of the City, the City reserves the right to 6 have the cleaning completed at the expense of the Contractor. 7 10. Do not burn on -site. 8 B. Intermediate Cleaning during Construction 9 1. Keep Work areas clean so as not to hinder health, safety or convenience of 10 personnel in existing facility operations. 11 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 12 3. Confine construction debris daily in strategically located container(s): 13 a. Cover to prevent blowing by wind 14 b. Store debris away from construction or operational activities 15 c. Haul from site at a minimum of once per week 16 4. Prior to storm events, thoroughly clean site of all loose or unsecured items, which 17 may become airborne or transported by flowing water during the storm. 18 C. Exterior (Site or Right of Way) Final CIeaning 19 1. Remove trash and debris containers from site. 20 a. Re -seed areas disturbed by location of trash and debris containers in accordance 21 with Section 32 92 13. 22 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object 23 that may hinder or disrupt the flow of traffic along the roadway. 24 3. If no longer required for maintenance of erosion facilities, and upon approval by 25 City, remove erosion control from site. 26 4. Clean signs, lights, signals, etc. 27 END OF SECTION 28 29 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 017719-1 CLOSEOUT REQUIREMENTS Pagel of2 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 7719 CLOSEOUT REQUIREMENTS 5 A. Section Includes: 6 1. The procedure for closing out a contract 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: I0 1. Division 0 —Bidding Requirements, Contract Forms and Conditions of the Contract 11 2, Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment I4 1. Work associated with this Item is considered subsidiary to the various Items bid. 15 No separate payment will be allowed for this Item. 16 1.3 ADMINISTRATIVE REQUIREMENTS 17 A. Guarantees, Bonds and Affidavits 18 1. No application for final payment will be accepted until all guarantees, bonds, 19 certificates, licenses and affidavits required for Work or equipment as specified are 20 satisfactorily filed with the City. 21 B. Release of Liens or Claims 22 1. No application for final payment will be accepted until satisfactory evidence of 23 release of liens has been submitted to the City. 24 1.4 SUBMITTALS 25 A. Submit all required documentation to City's Project Representative. 26 PART 2 - EXECUTION 27 2.1 CLOSEOUT PROCEDURE 28 A. Prior to requesting Final Inspection, submit: 29 1. Project Record Documents in accordance with Section 01 78 39 30 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 31 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 32 01 74 23. 33 C. Final Inspection CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 0177I9-2 CLOSEOUT REQUIREMENT'S Page 2 of 1 1. After final cleaning, provide notice to the City Project Representative that the Work 2 is completed. 3 a. The City will make an initial Final Inspection with the Contractor present. 4 b. Upon completion of this inspection, the City will notify the Contractor, in 5 writing within 10 business days, of any in which this inspection reveals that the 6 Work is defective or incomplete. 7 2. Upon receiving written notice from the City, immediately undertake the Work 8 required to remedy deficiencies and complete the Work to the satisfaction of the 9 City. 10 3. Upon completion of Work associated with the items listed in the City's written I I notice, inform the City, that the required Work has been completed. Upon receipt 12 of this notice, the City, in the presence of the Contractor, will make a subsequent 13 Final Inspection of the project. 14 4. Provide all special accessories required to place each item of equipment in full I5 operation. These special accessory items include, but are not limited to: 16 a. Specified spare parts 17 b. Adequate oil and grease as required for the first lubrication of the equipment 18 c. Initial fill up of all chemical tanks and fuel tanks 19 d. Light bulbs 20 e. Fuses 21 f. Vault keys 22 g. Handwheels 23 h. Other expendable items as required for initial start-up and operation of all 24 equipment 25 D. Notice of Project Completion 26 1. Once the City Project Representative finds the Work subsequent to Final Inspection 27 to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). 28 E. Supporting Documentation 29 1. Coordinate with the City Project Representative to complete the following 30 additional forms: 31 a. Final Payment Request 32 b. Statement of Contract Time 33 c. Affidavit of Payment and Release of Liens 34 d. Consent of Surety to Final Payment 35 c. Pipe Report (if required) 36 f. Contractor's Evaluation of City 37 g. Performance Evaluation of Contractor 38 F. Letter of Final Acceptance 39 1. Upon review and acceptance of Notice of Project Completion and Supporting 40 Documentation, in accordance with General Conditions, City will issue Letter of 41 Final Acceptance and release the Final Payment Request for payment. 42 END OF SECTION 43 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 01 78 23 - 1 OPERATION AND MAINTENANCE DATA Page I of 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. Deviations from this City of Fort Worth Standard Specification 11 1. None. 12 C. Related Specification Sections include, but are not necessarily limited to: 13 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 14 2. Division 1 — General Requirements 15 1.2 PRICE AND PAYMENT PROCEDURES 16 A. Measurement and Payment 17 1. Work associated with this Item is considered subsidiary to the various Items bid. 18 No separate payment will be allowed for this Item. 19 1.3 ADMINISTRATIVE REQUIREMENTS 20 A. Schedule 21 1. Submit manuals in final form to the City within 30 calendar days of product 22 shipment to the project site. 23 1.4 SUBMITTALS 24 A. Submittals shall be in accordance with Section 01 33 00 . All submittals shall be 25 approved by the City prior to delivery. 26 1.5 INFORMATIONAL SUBMITTALS 27 A. Submittal Form 28 1. Prepare data in form of an instructional manual for use by City personnel. 29 2. Format 30 a. Size: 8 V2 inches x 11 inches 31 b. Paper 32 1) 40 pound minimum, white, for typed pages 33 2) Holes reinforced with plastic, cloth or metal 34 c. Text: Manufacturer's printed data, or neatly typewritten 35 d. Drawings 36 1) Provide reinforced punched binder tab, bind in with text 37 2) Reduce larger drawings and fold to size of text pages. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No.Unit Price Contract, Various Project Numbers Revised December 20, 2012 01 78 23 - 2 OPERATION AND MAINTENANCE DATA Page 2 of I e. Provide fly -leaf for each separate product, or each piece of operating 2 equipment. 3 1) Provide typed description of product, and major component parts of 4 equipment. 5 2) Provide indexed tabs. 6 f. Cover 7 1) Identify each volume with typed or printed title "OPERATING AND 8 MAINTENANCE INSTRUCTIONS". 9 2) List: 10 a) Title of Project 11 b) Identity of separate structure as applicable 12 c) Identity of general subject matter covered in the manual 13 3. Binders 14 a. Commercial quality 3-ring binders with durable and cleanable plastic covers 15 b. When multiple binders are used, correlate the data into related consistent 16 groupings. 17 4. If available, provide an electronic form of the O&M Manual. 18 B. Manual Content 19 1. Neatly typewritten table of contents for each volume, arranged in systematic order 20 a. Contractor, name of responsible principal, address and telephone number 21 b. A list of each product required to be included, indexed to content of the volume 22 c. List, with each product: 23 1) The name, address and telephone number of the subcontractor or installer 24 2) A list of each product required to be included, indexed to content of the 25 volume 26 3) Identify area of responsibility of each 27 4) Local source of supply for parts and replacement 28 d. Identify each product by product name and other identifying symbols as set 29 forth in Contract Documents. 30 2. Product Data 31 a. Include only those sheets which are pertinent to the specific product. 32 b. Annotate each sheet to: 33 1) Clearly identify specific product or part installed 34 2) Clearly identify data applicable to installation 35 3) Delete references to inapplicable information 36 3. Drawings 37 a. Supplement product data with drawings as necessary to clearly illustrate: 38 1) Relations of component parts of equipment and systems 39 2) Control and flow diagrams 40 b. Coordinate drawings with information in Project Record Documents to assure 41 correct illustration of completed installation. 42 c. Do not use Project Record Drawings as maintenance drawings. 43 4. Written text, as required to supplement product data for the particular installation: 44 a. Organize in consistent format under separate headings for different procedures. 45 b. Provide logical sequence of instructions of each procedure. 46 5. Copy of each warranty, bond and service contract issued 47 a. Provide information sheet for City personnel giving: 48 1) Proper procedures in event of failure CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No.Unit Price Contract, Various Project Numbers Revised December 20, 2012 01 78 23 - 3 OPERATION AND MAINTENANCE DATA Page 3 of 1 2) Instances which might affect validity of warranties or bonds 2 C. Manual for Materials and Finishes 3 1. Submit 5 copies of complete manual in final form. 4 2. Content, for architectural products, applied materials and finishes: 5 a. Manufacturer's data, giving full information on products 6 1) Catalog number, size, composition 7 2) Color and texture designations 8 3) Information required for reordering special manufactured products 9 b. Instructions for care and maintenance 10 1) Manufacturer's recommendation for types of cleaning agents and methods 11 2) Cautions against cleaning agents and methods which are detrimental to 12 product 13 3) Recommended schedule for cleaning and maintenance 14 3. Content, for moisture protection and weather exposure products: 15 a. Manufacturer's data, giving full information on products 16 1) Applicable standards 17 2) Chemical composition 18 3) Details of installation 19 b. Instructions for inspection, maintenance and repair 20 D. Manual for Equipment and Systems 21 1. Submit 5 copies of complete manual in final form. 22 2. Content, for each unit of equipment and system, as appropriate: 23 a. Description of unit and component parts 24 1) Function, normal operating characteristics and limiting conditions 25 2) Performance curves, engineering data and tests 26 3) Complete nomenclature and commercial number of replaceable parts 27 b. Operating procedures 28 1) Start-up, break-in, routine and normal operating instructions 29 2) Regulation, control, stopping, shut -down and emergency instructions 30 3) Summer and winter operating instructions 31 4) Special operating instructions 32 c. Maintenance procedures 33 1) Routine operations 34 2) Guide to "trouble shooting" 35 3) Disassembly, repair and reassembly 36 4) Alignment, adjusting and checking 37 d. Servicing and lubrication schedule 38 1) List of lubricants required 39 e. Manufacturer's printed operating and maintenance instructions 40 £ Description of sequence of operation by control manufacturer 41 1) Predicted life of parts subject to wear 42 2) Items recommended to be stocked as spare parts 43 g. As installed control diagrams by controls manufacturer 44 h. Each contractor's coordination drawings 45 1) As instaIIed color coded piping diagrams 46 i. Charts of valve tag numbers, with location and function of each valve 47 j. List of original manufacturer's spare parts, manufacturer's current prices, and 48 recommended quantities to be maintained in storage CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No.Unit Price Contract, Various Project Numbers Revised December 20, 2012 01 78 23 - 4 OPERATION AND MAINTENANCE DATA Page 4 of 4 1 k. Other data as required under pertinent Sections of Specifications 2 3. Content, for each electric and electronic system, as appropriate: 3 a. Description of system and component parts 4 1) Function, normal operating characteristics, and limiting conditions 5 2) Performance curves, engineering data and tests 6 3) Complete nomenclature and commercial number of replaceable parts 7 b. Circuit directories of panelboards 8 1) Electrical service 9 2) Controls 10 3) Communications 11 c. As installed color coded wiring diagrams 12 d. Operating procedures 13 1) Routine and normal operating instructions 14 2) Sequences required 15 3) Special operating instructions 16 c. Maintenance procedures 17 1) Routine operations 18 2) Guide to "trouble shooting" 19 3) Disassembly, repair and reassembly 20 4) Adjustment and checking 21 £ Manufacturer's printed operating and maintenance instructions 22 g. List of original manufacturer's spare parts, manufacturer's current prices, and 23 recommended quantities to be maintained in storage 24 h. Other data as required under pertinent Sections of Specifications 25 4. Prepare and include additional data when the need for such data becomes apparent 26 during instruction of City's personnel. 27 1.6 QUALITY ASSURANCE 28 A. Provide operation and maintenance data by personnel with the following criteria: 29 1. Trained and experienced in maintenance and operation of described products 30 2. Skilled as technical writer to the extent required to communicate essential data 31 3. Spilled as draftsman competent to prepare required drawings 32 END OF SECTION 33 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Tragic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No.Unit Price Contract, Various Project Numbers Revised December 20, 2012 1 2 3 PART1- GENERAL HENEWI111.Yllii 11'I I1f ft] SECTION 0178 39 PROJECT RECORD DOCUMENTS 017839-1 PROJECT RECORD DOCUMENTS Page I of 5 A. Section Includes: 6 1. Work associated with the documenting the project and recording changes to project 7 documents, including: 8 a. Record Drawings 9 B. 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 I — General Requirements 14 1.2 PRICE AND PAYMENT PROCEDURES 15 16 17 I8 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.4 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.5 STORAGE AND HANDLING A. Storage and Handling Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 01 78 39 - 2 PROJECT RECORD DOCUMENTS Page 2 of 3 1 1. Maintain the job set of Record Documents completely protected from deterioration 2 and from loss and damage until completion of the Work and transfer of all recorded 3 data to the final Project Record Documents. 4 2. In the event of loss of recorded data, use means necessary to again secure the data 5 to the City's approval. 6 a. In such case, provide replacements to the standards originally required by the 7 Contract Documents. 8 PART 2 - PRODUCTS 9 2.1 RECORD DOCUMENTS 10 A. Job set 11 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no 12 charge to the Contractor, 1 complete set of all Documents comprising the Contract. 13 B. Final Record Documents 14 1. At a time nearing the completion of the Work and prior to Final Inspection, provide 15 the City I complete set of all Final Record Drawings in the Contract. 16 PART 3 - EXECUTION 17 3.1 MAINTENANCE DOCUMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum, in accordance with the intervals set forth in Section 01 7123, clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised July 1, 2011 01 78 39 - 3 PROJECT RECORD DOCUMENTS Page 3 of 3 I a. In some cases on the Drawings, arrangements of conduits, circuits, piping, 2 ducts, and similar items, are shown schematically and are not intended to 3 portray precise physical layout. 4 1) Final physical arrangement is determined by the Contractor, subject to the 5 City's approval. 6 2) However, design of future modifications of the facility may require 7 accurate information as to the final physical layout of items which are 8 shown only schematically on the Drawings. 9 b. Show on the job set of Record Drawings, by dimension accurate to within I 10 inch, the centerline of each run of items. 11 1) Final physical arrangement is determined by the Contractor, subject to the 12 Citys approval. 13 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in 14 ceiling plenum", "exposed", and the like). 15 3) Make all identification sufficiently descriptive that it may be related 16 reliably to the Specifications. 17 c. The City may waive the requirements for conversion of schematic layouts 18 where, in the City's judgment, conversion serves no useful purpose. However, 19 do not rely upon waivers being issued except as specifically issued in writing 20 by the City. 21 B. Final Project Record Documents 22 1. Transfer of data to Drawings 23 a. Carefully transfer change data shown on the job set of Record Drawings to the 24 corresponding final documents, coordinating the changes as required. 25 b. Clearly indicate at each affected detail and other Drawing a full description of 26 changes made during construction, and the actual location of items. 27 c. Call attention to each entry by drawing a "cloud" around the area or areas 28 affected. 29 d. Make changes neatly, consistently and with the proper media to assure 30 longevity and clear reproduction. 31 2. Transfer of data to other Documents 32 a. If the Documents, other than Drawings, have been kept clean during progress of 33 the Work, and if entries thereon have been orderly to the approval of the City, 34 the job set of those Documents, other than Drawings, will be accepted as final 35 Record Documents. 36 b. If any such Document is not so approved by the City, secure a new copy of that 37 Document from the City at the City's usual charge for reproduction and 38 handling, and carefully transfer the change data to the new copy to the approval 39 of the City. 40 END OF SECTION 41 42 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City Revised July 1, 2011 City Project No. Unit Price Contract, Various Project Numbers 3441 10-1 TRAFFIC SIGNALS Page 1 of 104 1 SECTION 34 4110 2 TRAFFIC SIGNALS 3 PART 1 - GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. LED Traffic Signal Head Assemblies 7 2. LED Countdown Pedestrian Signal Head Assemblies 8 3. Pedestrian Push Button Assemblies 9 4. Accessible Pedestrian Signals (APS) 10 5. Radar Detection Equipment and Cable 11 6. Hybrid Vehicle Detection System and Cable 12 7. Vehicle Loop Detectors (Sawcut) 13 8. Emergency Vehicle Preemption Equipment and Cable 14 9. Battery Back-up (BBU) System for Signal Cabinets 15 10. Multi -conductor Cable 16 11. Power Lead-in Cable 17 12. Grounding Conductors 18 13. Ground Rod 19 14. Ground Boxes 20 15. Traffic Signal Structures 21 16. Foundations 22 17. Hardware Signal Pole Paint 23 18. Signal Controller 24 19. Controller Cabinet Assembly 25 20. Roadside Flashing Beacon Assembly 26 21. School Zone Flasher Assembly 27 22. Rectangular Rapid Flashing Beacon (RRFB) Assembly 28 23. Louvered Back Plates 29 24. Powder Coating Signal Structures 30 B. Deviations from this City of Fort Worth Standard Specification 31 1. None. 32 C. Related Specification Sections include, but are not necessarily limited to: 33 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 34 2. Division 1 — General Requirements 35 3. Section 03 30 00 —Cast-in-Place Concrete 36 4. Section 26 05 00 Common Work Results for Electrical 37 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-2 TRAFFIC SIGNALS Page 2 of 104 1 2 5. Section 26 05 33 — Raceways and Boxes for Electrical Systems 3 6. Section 31 23 16 —Unclassified Excavation 4 7. Section 3124 00 -- Embankments 5 8. Section 33 05 10 — Utility Trench Excavation, Embedment and Backfill 6 9. Section 33 05 30 — Location of Existing Utilities 7 1.2 PRICE AND PAYMENT PROCEDURES 8 A. Measurement and Payment 9 1. LED Traffic Signal Head Assemblies 10 a. Measurement 11 1) Measurement for this Item shall be per each LED traffic signal head assembly 12 installed. 13 b. Payment 14 1) The work performed and materials furnished in accordance to this Item shall be 15 paid for at the unit price bid per each "Signal Head Asembly" installed for: 16 a) Various numbers of sections 17 c. The price bid shall include: 18 1) Furnishing and installing LED Traffic Signal Head Assembly and appurtenances 19 including hinge pins, lens clips, locking devices, and gaskets 20 2) Housing and doors 21 3) Detachable visors 22 4) LED lamp unit 23 5) Louvers 24 6) Mounting hardware 25 7) Aluminum, vented one- or two-piece back plates and mounting hardware 26 8) Cable inside the pole will be paid for separately 27 2. LED Countdown Pedestrian Signal Head Assemblies 28 a. Measurement 29 1) Measurement for this Item shall be per each pedestrian signal section or each 30 pedestrian signal retrofit module installed. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item shall be 33 paid for at the unit price bid per each "Ped Signal Section" or "Ted Signal Retrofit 34 Module" installed. 35 c. The price bid for "Ped Signal Section" shall include: 36 1) Furnishing, assembling, and installing the pedestrian signal sections 37 2) Housing units 38 3) LED countdown pedestrian units 39 4) Mounting attachments and completing wiring connections 40 5) Cable inside the pole will be paid for separately 41 d. The price bid for "Ped Signal Retrofit Module" shall include: 42 1) Furnishing, assembling, and installing the pedestrian signal sections 43 2) LED countdown pedestrian units 44 3) Mounting attachments and completing wiring connections 45 4) Disposal of incandescent unit 46 5) Cable inside the pole will be paid for separately CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 344110-3 TRAFFIC SIGNALS Page 3 of 104 1 3. Pedestrian Push Button Assemblies 2 a. Measurement 3 1) Measurement for this Item shall be per each pedestrian push button installed. 4 b. Payment 5 1) The work performed and materials furnished in accordance with this Item shall be 6 paid for at the unit price bid per each "Pod Push Btn Assmbly" installed for: 7 a) Various mounting methods 8 c. The price bid shall include: 9 1) Furnishing and installing Pedestrian Push Button Assemblies 10 2) Button housing 11 3) Button cap 12 4) LED indication 13 5) Push button signs 14 6) Switch 15 7) Built-in surge protection 16 8) Audible notification system 17 9) Mounting hardware 18 10) Cable inside the pole will be paid for separately 19 4. Accessible Pedestrian Signals (APS) 20 a. Measurement 21 1) Measurement for this Item shall be per each accessible pedestrian signal station 22 installed. 23 b. Payment 24 1) The work performed and materials furnished in accordance with this Item shall be 25 paid for at the unit price bid per each "Accessible Pedestrian Signai" unit of the 26 type specified. 27 c. The price bid shall include: 28 1) Furnishing, installing, and testing the Accessible Pedestrian Signal pushbutton 29 stations 30 2) Mounting hardware 31 3) Sign adapter 32 4) Pushbutton stations 33 5) Central control units 34 6) Vibrotactile arrow with high visual contrast 35 7) Wiring harness 36 8) Voice message setup 37 9) Configuration devices or software 38 10) R10-3e (L/R) signs 39 11) The signal conductor cable from the signal cabinet to the pushbutton station shall 40 be paid for under "Multi -conductor Cable" 41 S. Radar Detection System and Cable 42 a. Furnish and Install Radar Detection System 43 1) Measurement 44 a) Measurement for this Item shall be per each intersection approach furnished 45 and installed. 46 2) Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCJMFNTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 4 TRAFFIC SIGNALS Page 4 of 104 1 a) The work performed and materials furnished in accordance with this Item shall 2 be paid for at the unit price bid per each "Furnish/Install Radar Detection 3 System" installed for: 4 (1) Various types 5 3) The price bid shall include: 6 a) Furnishing, assembling and installing Radar Detection Device 7 b) Contact closure input file cards 8 c) Relays 9 d) Detector back plates 10 e) Set-up and diagnostic software including programming and testing of all 11 detection zones per signal plans. 12 f) Circuits 13 g) Mounting hardware 14 h) Cable will be paid for separately 15 b. Install Radar Detection System 16 1) Measurement 17 a) Measurement for this Item shall be per each intersection approach installed. 18 2) Payment 19 a) The work performed and materials furnished in accordance with this Item shall 20 be paid for at the unit price bid per each "Install Radar Detection Device" for: 21 (1) Various types 22 3) The price bid shall include: 23 a) Scheduling pickup of material from the City 24 b) Pickup and transportation of material from the City to the jobsite 25 c) Taking precautions to ensure material is not damaged during transportation 26 d) Installing Radar Presence Device 27 e) Installing detector back plates 28 f) Relays 29 g) Set-up and diagnostic software including programming and testing of all 30 detection zones per signal plans. 31 h) Circuits 32 i) Cable will be paid for separately 33 c. Furnish and Install Radar Detection Cable 34 1) Measurement 35 a) Measurement for this Item shall be per linear foot of radar detection cable 36 furnished and installed. 37 2) Payment 38 a) The work performed and materials furnished in accordance with this Item shall 39 be paid for at the unit price bid per linear foot "Furnish/Install Radar Detection 40 Cable" installed. 41 3) The price bid shall include: 42 a) Furnishing and installing radar detection cable 43 b) Making all connections to radar detection detectors and back panels 44 d. Install Radar Detection Cable 45 1) Measurement 46 a) Measurement for this Item shall be per linear foot of radar detection cable 47 installed. 48 2) Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 -5 TRAFFIC SIGNALS Page 5 of 104 I a) The work performed and materials furnished in accordance with this Item shall 2 be paid for at the unit price bid per linear foot "Install Radar Detection Cable" 3 installed. 4 3) The price bid shall include: 5 a) Scheduling pickup of material from the City 6 b) Pickup and transportation of material from the City to the jobs ite 7 c) Taking precautions to ensure material is not damaged during transportation 8 d) Installing radar cable 9 e) Making all connections to radar detectors and back panels 10 6. Hybrid Vehicle Detection System and Cable 11 a. Furnish and Install Hybrid Vehicle Detection System 12 1) Measurement 13 a) Measurement for this Item shall be per each intersection approach furnished 14 and installed. 15 2) Payment 16 a) The work performed and materials furnished in accordance with this Item shall 17 be paid for at the unit price bid per each "Furnish/Install Hybrid Detection". 18 3) The price bid shall include: 19 a) Purchasing equipment and cable from City if called out in the Drawings 20 b) Furnishing, installing and testing hybrid detection 21 c) Detector units 22 d) Mini -hub detector cards 23 e) Mounting hardware 24 f) Operational software 25 g) Communication interface panel 26 h) Field setup monitor 27 i) Setup of all detection zones per traffic signal plans. Setup must be approved by 28 City staff. 29 j) Cable will be paid for separately 30 b. Install Hybrid Vehicle Detection System 31 1) Measurement 32 a) Measurement for this Item shall be per each intersection approach installed. 33 2) Payment 34 a) The work performed and materials furnished in accordance with this Item shall 35 be paid for at the unit price bid per each "Install Hybrid Vehicle Detection". 36 3) The price bid shall include: 37 a) Scheduling pickup of material from the City 38 b) Pickup and transportation of material from the City to the jobsite 39 c) Taking precautions to ensure material is not damaged during transportation 40 d) Installing and testing all VIVDS components 41 e) Setup of all detection zones per traffic signal plans. Setup must be approved by 42 City staff. 43 c. Furnish and Install Hybrid Vehicle Detection Cable 44 1) Measurement 45 a) Measurement for this Item shall be per linear foot of hybrid detection cable 46 furnished and instaIIed. 47 2) Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 344110-6 TRAFFIC SIGNALS Page 6 of 104 I a) The work performed and materials furnished in accordance with this Item shall 2 be paid for at the unit price bid per linear foot "Furnish/InstalI Hybrid 3 Detection Cable". 4 3) The price bid shall include: 5 a) Furnishing and installing hybrid detection cable 6 b) Making aII connections to cameras and controller equipment 7 d. Install Hybrid Vehicle Detection Cable 8 1) Measurement 9 a) Measurement for this Item shall be per linear foot of hybrid detection cable 10 installed. 11 2) Payment 12 a) The work performed and materials furnished in accordance with this Item shall 13 be paid for at the unit price bid per linear foot "Install Hybrid Detection Cable" 14 installed. 15 3) The price bid shall include: 16 a) Scheduling pickup of material from the City 17 b) Pickup and transportation of material from the City to the jobsite 18 c) Taking precautions to ensure material is not damaged during transportation 19 d) Installing cable 20 e) Making all connections to cameras and controller equipment 21 f) Cable inside the pole will be paid for separately 22 7. Vehicle Loop Detectors (Sawcut) 23 a. Measurement 24 1) Measurement for this Item will be per linear foot of sawcut containing loop wire. 25 b. Payment 26 1) The work performed and materials furnished in accordance to this Item and 27 measured as provided under "Measurement" shall be paid for at the unit price bid 28 per linear foot of "Loop Detector Cable Sawcut". 29 c. The price bid shall include: 30 1) Sawcutting pavement 31 2) Excavation 32 3) Disposal of excess material 33 4) Backfifl 34 5) Lmpp wir,, 35 6) Sealant 36 7) Sealant placement 37 8) Clean-up 38 9) Conduit and loop wire from the edge of pavement to the ground box used for 39 vehicle loop detectors 40 10) The following items will be paid for separately: 41 a) New ground boxes 42 b) New loop lead in cable 43 8. Emergency Vehicle Preemption Equipment and Cable 44 a. Furnish and Install Preemption Detector 45 1) Measurement 46 a) Measurement for this Item shall be per each Preemption Detector furnished and 47 installed. 48 2) Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 -7 TRAFFIC SIGNALS Page 7 of 104 I a) The work performed and materials furnished in accordance with this Item shall 2 be paid for at the unit price bid per each "Fumish/Install Preempt Detector" for: 3 (1) Various types 4 3) The price bid shall include: 5 a) Furnishing, installing and testing preemption detectors 6 b) Card rack 7 c) Phase selector 8 d) Mounting hardware 9 e) Cable inside the pole will be paid for. separately 10 b. Install Preemption Detector 11 1) Measurement 12 a) Measurement for this Item shall be per each Preemption Detector installed. 13 2) Payment 14 a) The work performed and materials furnished in accordance with this Item shall 15 be paid for at the unit price bid per each "Install Preempt Detector" for: 16 (1) Various types 17 3) The price bid shall include: 18 a) Scheduling pickup of material from the City 19 b) Pickup and transportation of material from the City to the jobs ite 20 c) Taking precautions to ensure material is not damaged during transportation 21 d) Installing and testing preemption detector 22 c. Furnish and Install Preemption Cable 23 1) Measurement 24 a) Measurement for this Item shall be per linear foot of preemption cable 25 furnished and installed. 26 2) Payment 27 a) The work performed and materials furnished in accordance with this Item shall 28 be paid for at the unit price bid per linear foot "Furnish/Install Preemption 29 Cable" installed. 30 3) The price bid shall include: 31 a) Furnishing and installing preemption cable 32 b) Making all connections to preemption detectors, phase selectors, and controller 33 d. Install Preemption Cable 34 1) Measurement 35 a) Measurement for this Item shall be per linear foot of preemption cable 36 installed. 37 2) Payment 38 a) The work performed and materials furnished in accordance with this Item shall 39 be paid for at the unit price bid per linear foot "Install Preemption Cable" 40 installed. 41 3) The price bid shall include: 42 a) Scheduling pickup of material from the City 43 b) Pickup and transportation of material from the City to the jobsite 44 c) Taking precautions to ensure material is not damaged during transportation 45 d) Installing preemption cable 46 e) Making all connections to preemption detectors, phase selectors, and controller 47 9. Battery Back -Up (BBU) System for Signal Cabinets 48 a. Furnish and Install BBU System for Signal Cabinet CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 8 TRAFFIC SIGNALS Page 8 of 104 1 1) Measurement 2 a) Measurement for this Item shall be per each BBU System component furnished 3 and installed. 4 2) Payment 5 a) The work performed and materials furnished in accordance to this Item shall be 6 paid for at the unit price bid per each "Furnish/Install BBU System" for: 7 (1) Various components 8 (2) Various types 9 3) The price bid shall include: 10 a) Furnishing, installing and testing the BBU system I 1 b) Purchasing equipment from City if called out in the Drawings 12 c) Inverter/charger 13 d) Manual bypass switch 14 e) Integrated power transfer switch or automatic bypass switch 15 f) Batteries 16 g) Self-contained external mounted cabinet 17 h) Mounting hardware 18 i) Wiring, and all necessary hardware and software 19 b. Install BBU System for Signal Cabinet 20 1) Measurement 21 a) Measurement for this Item shall be per each BBU System installed. 22 2) Payment 23 a) The work performed and materials furnished in accordance to this Item shall be 24 paid for at the unit price bid per each "Install BBU System" for: 25 (1) Various types 26 3) The price bid shall include: 27 a) Scheduling pickup of material from the City 28 b) Pickup and transportation of material from the City to the jobsite 29 c) Taking precautions to ensure material is not damaged during transportation 30 d) Installing and testing the BBU system 31 e) Wiring, and all necessary hardware and software 32 1.0. Multi -conductor Cable 33 a. Measurement 34 1) Measurement for this Item shall be per linear foot. 35 b. Payment 36 1) The work performed and materials furnished in accordance with this Item and 37 measured as provided under "Measurement" shall be paid for at the unit price bid 38 per linear foot of "Multi -conductor Cable" installed for: 39 a) Various types 40 b) Various sizes 41 c. The price bid shall include: 42 1) Furnishing and installing Multi -conductor Cable 43 11. Power Lead-in Cable 44 a. Measurement 45 1) Measurement for this Item shall be per linear foot of power lead-in cable installed. 46 b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-9 TRAFFIC SIGNALS Page 9 of 104 1 1) The work performed and materials furnished in accordance with this Item and 2 measured as provided under "Measurement" shall be paid for at the unit price bid 3 per Iinear foot of "Insulated Elec Condr" installed for: 4 a) Various types 5 b) Various sizes 6 c. The price bid shall include: 7 1) Furnishing and installing Power Lead-in Cable 8 12. Grounding Conductors 9 a. Measurement 10 1) Measurement for this Item shall be per linear foot. 11 b. Payment 12 1) The work performed and materials furnished in accordance with this Item and 13 measured as provided under "Measurement" shall be paid for at the unit price bid 14 per linear foot of "Bare Elec Condr" installed for: 15 a) Various types 16 b) Various sizes 17 c. The price bid shall include: 18 1) Furnishing and installing Grounding Conductors 19 13. Ground Rod 20 a. Measurement 21 1) This Item is considered subsidiary to the various Traffic Signal Structures being 22 installed. 23 b. Payment 24 1) The work performed and the materials furnished in accordance with this Item are 25 subsidiary to various Traffic Signal Structures being installed and shall be 26 subsidiary to the unit price bid per various Traffic Signal Structures being installed, 27 and no other compensation will be allowed. 28 14. Ground Boxes 29 a. Measurement 30 1) Measurement for this Item shall be per each. 31 b. Payment 32 1) The work performed and materials furnished in accordance with this Item shall be 33 paid for at the unit price bid per each "Ground Box" installed for: 34 2) Various sizes 35 3) Various types 36 e. The price bid shall include: 37 1) Furnishing and installing Ground Box 38 2) Excavation and backfili 39 3) Enclosures 40 4) Covers 41 5) Bolts 42 6) Gravel 43 7) Concrete apron when required 44 15. Traffic Signal Structures 45 a. Furnish and Install Pedestal and Push Button Pole Assembly 46 1) Measurement 47 a) Measurement for this Item shall be per each assembly furnished and installed. 48 2) Payment CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-10 TRAFFIC SIGNALS Page 10 of 104 1 a) The work performed and materials furnished in accordance to this Item shall be 2 paid for at the unit price bid per each "Furnish/Install Ped or Push Button Pole 3 Assmbly" furnished and installed for: 4 (1) Various types 5 (2) Various sizes 6 3) The price bid shall include: 7 a) Excavation and backfill 8 b) Furnishing and installing each Pedestal or Push Button Pole Assembly 9 c) Purchasing pedestal pole assemblies from City if called out in the Drawings 10 d) Furnishing, placement and compaction of backfill I 1 e) Anchor bolts I2 f) Clean-up 13 b. Install Pedestal or Push Button Pole Assembly 14 1) Measurement 15 a) Measurement for this Item shall be per each assembly installed. 16 2) Payment 17 a) The work performed and materials furnished in accordance to this Item shall be 18 paid for at the Unit price bid per each "Install Ped or Push Button Pole 19 Assmbly" furnished and installed for: 20 (1) Various types 21 (2) Various sizes 22 3) The price bid shall include: 23 a) Scheduling pickup of material from the City 24 b) Pickup and transportation of material from the City to the jobsite 25 c) Taking precautions to ensure material is not damaged during transportation 26 d) Excavation and backfill 27 e) Installing each Pedestal or Push Button Pole Assembly 28 f) Furnishing, placement and compaction of backfill 29 g) Cleanup 30 c. Furnish and Install Signal Poles 31 1) Measurement 32 a) Measurement for this Item shall be per each signal pole furnished and installed. 33 2) Payment 34 a) The work performed and materials furnished in accordance to this Item shall be 35 paid for at the unit price bid per each "Furnish/Install Signal Pole" installed for: 36 (1) Various types 37 3) The price bid shall include: 38 a) Excavation and backfill 39 b) Furnishing and installing each Signal Pole Assembly 40 c) Luminaire arm 41 d) LED fixture shall be paid for separately 42 e) Erecting assembly on concrete foundation 43 f) Furnishing and placing anchor bolts, nuts, washers, and templates 44 d. Install Signal Poles 45 1) Measurement 46 a) Measurement for this Item shall be per each signal pole installed. 47 2) Payment 48 a) The work performed and materials furnished in accordance to this Item shall be 49 paid for at the unit price bid per each "Install Signal Pole" installed for: CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 1 2 3 4 5 6 7 8 9 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 47 3441 10 -11 TRAFFIC SIGNALS Page 11 of 104 (1) Various types 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsite c) Taking precautions to ensure material is not damaged during transportation d) Excavation and backfill e) Installing each Signal Pole Assembly rf) Installing luminaire arm, fixture, and lamp if specified g) Erecting assembly on concrete foundation h) Installing anchor bolts, nuts, washers, and templates e. Furnish and Install Mast Arm 1) Measurement a) Measurement for this Item shall be per each Mast Arm furnished and installed. 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Furnish/InstalI Mast Arm" furnished and installed for: (1) Various length intervals (2) Various types 3) The price bid shall include: a) Furnishing, assembling and installing Mast Arm b) Mounting equipment c) Lmminaire arm, if specified d) LED fixture shall be paid for separately e) Vibration dampers I) Clean-up f. Install Mast Arm 1) Measurement a) Measurement for this Item shall be per each Mast Arm installed. 2) Payment a) The work performed and materials furnished in accordance to this Item shall be paid for at the unit price bid per each "Install Mast Arm" installed for: (1) Various length intervals (2) Various types 3) The price bid shall include: a) Scheduling pickup of material from the City b) Pickup and transportation of material from the City to the jobsite c) Taking precautions to ensure material is not damaged during transportation d) Assembling and installing Standard Mast Arm e) Installing luminaire arm, fixture, and lamp if specified f) Mounting equipment g) Vibration dampers h) Clean-up 16. Foundations a. Measurement 1) Measurement for this Item shall be per each. b. Payment CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-12 TRAFFIC SIGNALS Page 12 of 104 1 1) The work performed and materials furnished in accordance to this Item shall be 2 paid for at the unit price bid per each "Foundation" installed for: 3 a) Various types 4 c. The price bid shall include: 5 1) Coordination and notification. 6 2) Exploratory excavation (as needed) 7 3) Excavation 8 4) Disposal of excess material 9 5) Hauling 10 6) Protection of the excavation 11 7) Forms 12 8) Reinforcing steel 13 9) Grounding rods 14 10) Concrete 15 11) Installing Foundation 16 12) Clean-up 17 13) Testing 18 17. Hardware Signal Pole Paint 19 a. Measurement 20 1) This Item is considered subsidiary to the various Traffic Signal Structures being 21 installed and painted. 22 b. Payment 23 1) The work performed and the materials furnished in accordance with this Item are 24 subsidiary to various Traffic Signal Structures being installed and painted and shall 25 be subsidiary to the unit price bid per various Traffic Signal Structures being 26 installed and painted, and no other compensation will be allowed. 27 18. Signal Controller 28 a. Furnish and Install Signal Controller 29 1) Measurement 30 a) Measurement for this Item shall be per each controller installed. 31 2) Payment 32 a) The work performed and materials furnished in accordance to this Item shall be 33 paid for at the unit price bid per each "Furnish/Install Signal Controller" 34 installed for: 35 (1) Various mounting methods 36 3) The price bid shall include: 37 a) Taking precautions to ensure material is not damaged during transportation 38 b) Installing the controller in the cabinet 39 c) Wiring 40 d) Testing 41 e) Troubleshooting 42 b. Install Signal Controller 43 1) Measurement 44 a) Measurement for this Item shall be per each assembly installed. 45 2) Payment 46 a) The work performed and materials furnished in accordance to this Item shall be 47 paid for at the unit price bid per each "Controller & Cabinet" installed for: 48 (1) Various mounting methods CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10- l3 TRAFFIC SIGNALS Page 13 of 104 1 3) The price bid shall include: 2 a) Scheduling pickup of material from the City 3 b) Pickup and transportation of material from the City to the jobsite 4 c) Taking precautions to ensure material is not damaged during transportation 5 d) Installing the controller in the cabinet 6 e) Wiring 7 f) Testing 8 g) Troubleshooting 9 19. Controller Cabinet Assembly 10 a. Furnish and Install Controller Cabinet Assembly 11 1) Measurement 12 a) Measurement for this Item shall be per each assembly installed. 13 2) Payment 14 a) The work performed and materials furnished in accordance to this Item shall be 15 paid for at the unit price bid per each "Furnish/InstaII Controller & Cabinet 16 Asembly" installed for: 17 (1) Various mounting methods 18 (2) Various types 19 3) The price bid shall include: 20 a) Taking precautions to ensure material is not damaged during transportation 21 b) Installing the controller cabinet assembly on the foundation or support 22 c) Power supply 23 d) Conflict monitor 24 e) Load switches 25 f) Conduit within 6" of foundation 26 g) Grounding rod 27 h) Wiring 28 i) Cable within 6" of foundation 29 j) Terminating 30 k) Testing 31 1) Troubleshooting 32 b. Install Controller Cabinet Assembly 33 1) Measurement 34 a) Measurement for this Item shall be per each assembly installed. 35 2) Payment 36 a) The work performed and materials furnished in accordance to this Item shall be 37 paid for at the unit price bid per each "Controller & Cabinet" installed for: 38 (1) Various mounting methods 39 3) The price bid shall include: 40 a) Scheduling pickup of material from the City 41 b) Pickup and transportation of material from the City to the jobsite 42 c) Taking precautions to ensure material is not damaged during transportation 43 d) Installing the Controller and Cabinet Assembly on the foundation or support 44 e) Conduit within 6" of foundation 45 f) Grounding rod 46 g) Wiring 47 h) Cable within 6" of foundation 48 i) Terminating CITY OF FORT WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract Various Project Numbers Revised March 16, 2017 3441 10 - 14 TRAFFIC SIGNALS Page 14 of 104 1 j) Testing 2 k) Troubleshooting 3 20. Roadside Flashing Beacon Assembly 4 a. Measurement 5 1) Measurement for this Item shall be per each assembly installed, relocated, or 6 removed. 7 b. Payment 8 1) The work performed and materials furnished in accordance to this Item sbaIl be 9 paid for at the unit price bid per each assembly installed for: 10 a) Install Roadside Flashing Beacon Assembly 11 b) Relocate Roadside Flashing Beacon Assembly 12 c) Remove Roadside Flashing Beacon Assembly 13 d) Various applications including signal ahead, intersection ahead, stop ahead, etc. 14 c. The price bid shall include: 15 1) Installation 16 a) Furnishing, fabricating, galvanizing, assembling, and erecting the roadside 17 flashing beacon assemblies. 18 b) Foundations 19 c) Anchor bolts, nuts, washers, and templates 20 d) Cabinet 21 e) Controller 22 f) Flasher and interface board 23 g) Sign 24 h) Beacon 25 i) Back plate, if required 26 j) Solar panel, if specified 27 k) Solar regulator / charger, if specified 28 1) Batteries, if specified 29 m) Equipment, materials, labor, tools, and incidentals. 30 n) Pedestal pole base 31 o) Pedestal pole 32 p) Pole reinforcing collar 33 2) Relocation 34 a) Removing the roadside flashing beacon assembly 35 b) Removing existing foundations 2' below grade 36 c) Installing new foundations 37 d) Furnishing, fabricating, and installing any new components as required and 38 replacing the assembly on its new foundations with all manipulations and 39 electrical work 40 e) Salvaging materials to be returned to the City 41 f) Disposal of unsalvageable material 42 g) Loading and hauling 43 h) Equipment, material, labor, tools, and incidentals 44 3) Removal 45 a) Removing the various roadside flashing beacon assemblies components 46 b) Removing the foundations 2' below grade 47 c) Storing the components to be reused or salvaged 48 d) Disposal of unsalvageable material CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-15 TRAFFIC SIGNALS Page 15 of 104 1 e) Backfilling and surface placement 2 i) Loading and hauling 3 g) Equipment, materials, tools, labor, and incidentals 4 21. School Zone Flasher Assembly 5 a. Measurement 6 1) Measurement for this Item shall be per each School Zone Flasher assembly 7 furnished and installed. 8 b. Payment 9 1) The work performed and materials furnished in accordance to this Item shall be 10 paid for at the unit price bid per each "Furnish/Install School Zone Flasher" 11 furnished and installed. 12 c The price W- shall include: 13 1) Excavation and backfill 14 2) Foundation 15 3) Pedestal pole 16 4) Pedestal base 17 5) Pole reinforcing collar 18 6) Mounting hardware 19 7) Sign(s) 20 8) Wiring 21 9) Cabinet 22 10) Time switch 23 11) RMM* Selma SUM (It'sNryls) 24 12) 12" polycarbonate traffic signal head 25 13) Drhuw_ Fri bwk, i luy, if iWmif d' 26 14) Solar array, if specified 27 15) Batteries, if specified 28 16) Flasher and interface circuit board 29 17) Photovoltaic controller 30 18) Power supply and timing 31 19) Programming 32 29) Tag C4 staff 33 2.1) - Afh o s ft a Kw s u d ww-. -smd cox ife cuosts 34 Emudng 13. m fou"ftii 35 23) Emig and placW anchor boAr-, nuts, washers,. and templates 36 22. Rectangular Rapid Flashing Beacon (RRFB) Assembly 37 a. Measurement 38 1) Measurement for this Item shall be per each RRFB assembly furnished and 39 installed. 40 b. Payment 41 1) The work performed and materials furnished in accordance to this Item shall be 42 paid for at the unit price bid per each "Fumish/Install RRFB" installed for: 43 a) Various types 44 c. The price bid shall include: 45 1) Excavation and backfill 46 2) Foundation 47 3) Pole 48 4) LED flasher module CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-16 TRAFFIC SIGNALS Page 16 of 104 1 5) Mounting hardware 2 6) Sign(s) 3 7) Solar panel 4 8) Batteries 5 9) Wiring 6 10) Web -based monitoring 7 11) Detection system as specified in the plans 8 12) Wireless communication system 9 13) Erecting assembly on concrete foundation 10 14) Furnishing and placing anchor bolts, nuts, washers, and templates 11 23. Louvered Back Plates 12 a. Measurement 13 1) Measurement for this Item shall be considered subsidiary to the Signal Head 14 Assmbly pay items. 15 b. Payment 16 1) The work performed and materials furnished in accordance to this Item shall be 17 considered subsidiary to the Signal Head Assmbly pay items. 18 c. The price bid shall include: 19 1) Installing louvered back plate to signal heads 20 2) Mounting hardware (self -tapping screws) 21 3) Clean-up 22 24. Powder Coating Signal Structures 23 a. Measurement 24 1) Measurement for this Item shall be per each traffic signal structure powder coated. 25 b. Payment 26 1) The work performed and materials furnished in accordance to this Item shall be 27 paid for at the unit price bid per each traffic signal structure powder coated for: 28 a) Various length of traffic signal poles 29 b) Various length of pedestal and push button poles 30 c) Various length of traffic Signal mast arms 31 c. The price bid shall include: 32 1) Mechanically etching surfaces by brush blasting 33 2) Coating material 34 3) Delivery to and from powder coating company 35 1.3 REFERENCES 36 A. Abbreviations and Acronyms 37 1. VIVDS: Video imaging vehicle detection system 38 2. BBU: Battery back-up system 39 3. LED: light emitting diode 40 4. APS: Accessible Pedestrian Signal 41 5. RRFB: Rectangular rapid flashing beacon 42 6. R--] u_ ReSchool Beacon Monitoring Slrstem 43 B. Definitions 44 1. Battery Back -Up (BBU) System 45 a. Automatic Bypass Relay CITY OP FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 344t 10-17 TRAFFIC SIGNALS Page 17 of 104 1 1) A unit connected between the inverter/charger, and the load, which can 2 automatically switch power to the controller cabinet service panel from inverter 3 output power to utility line power, in the event of an inverter failure. 4 b. Battery Back -Up System (BBU System) 5 1) The battery back-up system includes but is not limited to a manual bypass switch, 6 automatic bypass switch or power transfer switch, inverter/charger, batteries, 7 wiring, external cabinet and all necessary hardware for system operation. 8 c. Battery Back -Up System Software (BBU System software) 9 1) All software associated with operation, programming and functional requirements 10 of the BBU system. 11 d. Battery Monitoring Device 12 1) The device which monitors battery temperatures and charge rate of the batteries 13 used in the BBU system. Shall be an ambient sensor internal to the 14 inverter/charger. 15 e. Batteries I6 1) Standard 12V batteries wired in series with a cumulative minimum rated capacity 17 of 210 amp -hours. 18 f. Boost 19 1) When enabled, the BBU inverter/charger shall automatically switch into this mode 20 to raise the utility line voltage when it drops below a preset limit. The limit may be 21 user defined or use manufacturer default settings (typically IOOV AC). 22 g. Buck 23 1) When enabled, the unit shall automatically switch into this mode to reduce the 24 utility line voltage when it rises above a preset limit. The limit may be user defined 25 or use manufacturer default settings (typically 135V AC). 26 h. External Cabinet 27 1) The structure which houses the complete system components for the BBU System. 28 i. Inverter/Charger 29 1) The unit which converts the DC voltage input into 120 VAC output for the traffic 30 signal cabinet to operate. As a minimum the inverter/charger shall be rated for 31 1400 VA, 1000 watts. 32 j. Inverter Line Voltage 33 1) The power supplied from the BBU system to the traffic signal cabinet from the 34 BBU System inverter. 35 k. Manual Bypass 36 1) Manual switch that allows user to bypass BBU power to service system equipment. 37 Manual bypass switch switches utility Iine power directly to cabinet. 38 1. Signal Operation Mode 39 1) A signalized intersection generating a 70OW load when running in normal 40 operation. 41 m. Signal Flash Mode 42 1) A signalized intersection generating a 30OW load when running in the flash mode 43 of operation. 44 n. Utility Line Voltage 45 1) The 120V AC power supplied to the BBU system 46 2. Back Plate 47 a. A thin strip of material extending outward from all sides of a signal head. 48 C. Reference Standards CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 18 TRAFFIC SIGNALS Page IS of 104 1 1. Reference standards cited in this Specification refer to the current reference standard 2 published at the time of the latest revision date logged at the end of this Specification, 3 unless a date is specifically cited. 4 2. American Standard Testing Materials (ASTM) 5 a. ASTM B85-57T — "Standard Specification for Aluminum -Alloy Die Castings" 6 b. ASTM B26-57T — "Standard Specification for Aluminum -Alloy Sand Castings" 7 c. ASTM B-209-57T — "Standard Specification for Aluminum and Aluminum -Alloy 8 Sheet and Plate" 9 d. ASTM D-1535 "Standard Practice for Specifying Color by the Mansell System" 10 e. ASTM B-033 — "Standard Specification for Tinned Soft or Annealed Copper Wire for 1 I Electrical Purposes" 12 £ ASTM B-8 — "Standard Specification for Concentric -Lay -Stranded Copper 13 Conductors, Hard, Medium -Hard, or Soft" 14 g. ASTM A32SO-N "High Strength Galvanized Steel Bolts" 15 h. ASTM A490-N — "High Strength Galvanized Steel Bolts" 16 i. ASTM A123 -- "Standard Specification for Zinc (Hot -Dip Galvanized) Coatings on 17 Iron and Steel Products" 18 j. ASTM A153 — "Standard Specification for Zinc Coating (Hot -Dip) on Iron and Steel 19 Hardware" 20 3. Texas Manual on Uniform Control Devices (TMUTCD) 21 a. Part IV — Traffic Signals 22 4. Manual on Uniform Traffic Control Devices, 2009 Edition 23 a. Digits 24 S. Federal Aviation Administration (FAA) 25 a. FAA L-802-B 26 6. Institute of Transportation Engineers (ITE): 27 a. Vehicle Traffic Control Signal Head — Light Emitting Diode (LED) Circular Signal 28 Supplemental (VTCSM, adopted June 2005. 29 b. Vehicle Traffic Control Signal Head Part 3: Light Emitting Diode (LED) Arrow Traffic 30 Signal Modules. 31 c. Equipment and Materials Standards, Vehicle Traffic Control Signal Heads (VTCSH) 32 Part 2: LED Vehicle Signal Modules. 33 d. PTCS1'LED Signal Modules Draft Version of February 2009 34 1) Luminous intensity, uniformity and viewing angles 35 2) Chromaticity 36 7. Underwriter's Laboratory Incorporate (UL) 37 a. Standard UL-651— "Schedule 40 and 80 Rigid PVC Conduit and Fittings" 38 b. Standard UL-514B — "Conduit, Tubing, and Cable Fittings 39 8. American Standards Institute (ANSI)/Institute of Electrical and Electronics Engineers 40 (IEEE) 4I a. Section 6.1.2 ANSIIIEEE C62.41.2 — 2002, 3KV, 20 42 b. Section 6.1.1 ANSI/IEEE C62.4 L2 — 2002, 6KV, 30b2 43 c. Transient suppression 44 9. MIL-STD-883 45 a. Test Method 2007 46 b. Mechanical vibration 47 10. MIL-STD-81OF CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 19 TRAFFIC SIGNALS Page 19 of 104 1 a. Procedure 1, Rain & Blowing Rain 2 b. Moisture resistance 3 11. National Electrical Manufacturer's Association (NEMA) 4 a. Section 2.1.6 NEMA TS 2-2003 5 b. Section 2.1.8 NEMA TS 2-2003 6 c. Transient voltage protection 7 d. Controller compatibility 8 12. Federal Communications Commission (FCC) 9 a. Title 47 Sec 15 Sub. B I0 b. Electronic noise 11 13. International Municipal Signal Association (IMSA) 12 a. IMSA 5-1 13 b. IMSA 7-1 14 c. IMSA 20-I 15 14. National Fire Protection Association (NFPA) / National Electric Code (NEC) 16 a. NFPA 70 17 b. Wiring 18 15. International Electrotechnical Commission (IEC) 19 a. Section 8.2 IEC 1000-4-5 20 b. Section 8.0 IEC 1000-4-12 21 c. Transient suppression 22 1.4 ADMINISTRATIVE REQUIRFMENTS 23 A. Coordination 24 1. City must approve any deviation from Specification ten (10) working days prior to 25 installation. 26 B. Preinstallation Field Inspection Meetings 27 1. 48 hours' Notice of Intention to establish final Iocation of any foundations, bases, conduit, 28 and detectors. 29 2. 48 hours' notice to Texas811, City of Fort Worth Water and Sewer (817-871-8275), and 30 City of Fort Worth Traffic Signals/Street Lights/Storm Drains (817-392-8100). 31 C. Scheduling 32 1. 48 hours advanced approval for existing traffic signal turn off of flash operation. 33 2. 48 hours advanced notice of placing traffic signal into operation. 34 3. 3 Working Days' notice for City provided equipment pick-up. 35 1.5 SUBMITTALS 36 A. Submittals shall be in accordance with Section 01 33 00. 37 B. All submittals shall be approved by the City prior to delivery and/or fabrication for specials. 38 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS 39 A. Product Data Sheets are required for: 40 1. Traffic signal housing, louvered back plates, visors, louvers, LED lamps, and mounting 41 hardware CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-20 TRAFFIC SIGNALS Page 20 of 104 1 2. Pedestrian signal housing, LED lamps, and mounting hardware 2 3. Pedestrian push button assemblies 3 4. Accessible Pedestrian Signals 4 5. Conduit 5 6. Battery back-up systems 6 7. Multi -conductor cable 7 8. Power lead-in cable 8 9. Ground boxes 9 10. Grounding conductor 10 11. Grounding rod 11 12. Concrete (Refer to Section 03 30 00) 12 13. Vibration dampers 13 14. Standard and Decorative Traffic Signal Structures 14 15. Roadside Flashing Beacon Assembly 15 16. School Zone Flasher Assembly 16 17. Rectangular Rapid Flashing Beacon Assembly 17 18. Miscellaneous items supplied 18 1.7 DELIVERY, STORAGE, AND HANDLING I9 A. Storage and Handling Requirements 20 1. Parts shall be properly protected so that no damage or deterioration occurs during a prolonged 21 delay from the time of shipment until installation. 22 2. Exposed anchor bolts shall be protected until pole shaft is installed. 23 3. Finished iron or steel surfaces not painted shall be properly protected to prevent rust and 24 corrosion. 25 4. Prevent plastic and similar brittle items from being exposed to direct sunlight and extremes 26 in temperature. 27 5. The Contractor shall secure and maintain a location to store the material in accordance with 28 Section 0150 00. 29 B. Delivery and Acceptance 30 1. Inspect all City furnished materials prior to taking possession. Any damages after taking 31 possession shall be the responsibility of the Contractor. 32 2. Arrange pick up all City furnished materials and deliver them to the Site. 33 1.8 WARRANTY 34 A. Manufacturer Warranty 35 1. Manufacturer's warranty shall be in accordance with Division 1. 36 2. A 2 year warranty shall be required on all equipment furnished by the Contractor. 37 3. A 3 year warranty shall be required on all rectangular rapid flashing beacon assemblies. 38 4. A 5 year unconditional warranty shall be required on all batteries for the battery back-up 39 systems furnished by the Contractor. 40 5. A 5 year warranty shall be required on all APS units. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March I6, 2017 3441 10 - 21 TRAFFIC SIGNALS Page 21 of I04 1 6. School zone flasher 2 a. Each school zone flasher cabinet assembly shall be warranted to be free from defects in 3 material and workmanship for a period of five years from date of shipment from the 4 factory. 5 b. The 50/100 Ali battery shall be low self -discharging, leak proof, gelled electrolyte and 6 maintenance free intended for photo voltaic service. The battery shall carry a prorated 7 warranty for a minimum of two years by the battery manufacturer. 8 c. The regulator shall have a warranty of five (5) years from the date of purchase. 9 d. Each time switch shall be warranted to be free from defects in material and 10 workmanship for a period of five (5) years from the date of shipment from the factory. I 1 B. Extended Correction Period 12 1. Contractor responsible for correcting any substandard workmanship and/or materials for 24 13 months from the date the signal is accepted by the City. 14 PART 2 - PRODUCTS 15 2.1 PRODUCTS TO BE FURNISHED FROM THE CITY 16 A. Refer to Drawings and Contract Documents to determine if any Items are to be purchased from 17 the City and installed by the Contractor. 18 B. Items that the City may furnish include: 19 1. Signal controller 20 2. Controller cabinet assembly 21 3. Traffic signal poles 22 4. Traffic signal mast arms 23 5. Detection equipment 24 6. Preemption equipment 25 7. Signs 26 8. Communications equipment 27 2.2 ASSEMBLIES, EQUIPMENT, PRODUCT TYPES, AND MATERIALS 28 A. Manufacturers 29 1. The manufacturer must comply with this Specification and related Sections. 30 2. Any equipment, product type, or material that is not listed in this Specification or in 31 TxDOT's Material Producer List is considered a substitution and shall be submitted in 32 accordance with Section 01 25 00 and not installed until approved. 33 a. h ://www_txdot. ov/inside-txdot./division/constructioW roducer-list.html 34 3. If more than I unit of a given bid item is required, then the Contractor shall ensure that all 35 units are the product of I manufacturer, unless otherwise directed by the Traffic 36 Management Manager or designee. No mix or matching will be allowed. 37 B. Description 38 1. Regulatory Requirements CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No, Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-22 TRAFFIC SIGNALS Page 22 of 104 a. Traffic signal shall meet or exceed standards set forth by the Texas Manual on Uniform 2 Traffic Control Devices (TMUTCD), National Electric Code (NEC), Institute of 3 Transportation Engineers (ITE), American Society for Testing and Materials (ASTM), 4 American Standards Institute (ANSI), and National Electrical Manufacturer's 5 Association (NEMA). 6 2. It is the Contractor's responsibility to furnish all materials necessary to complete each 7 traffic signal installation, whether the item is specifically mentioned or not. All unspecified 8 materials (i.e., electrical tape, bolts, and nuts, etc.) shall meet the requirements of the 9 National Electrical Code. 10 3. All materials supplied by the Contractor shall be of new, un-depreciated stock. 11 C. Traffic Signal Materials 12 1. LED Traffic Signal Head Assemblies 13 a. Vehicle Signal Housings 14 1) The product bid shall be manufactured by one of the following manufacturers: 15 a) Econolite 16 b) McCain 17 c) Other prior approved equivalent 18 2) The housing and doors of the signal head shall be made of die cast aluminum alloy 19 in accordance with ASTM Specification B85-57T. 20 3) Sandcast aluminum alloy shall be used for other parts of the signal head if in 21 accordance with ASTM Specification B26-57T. 22 4) The visors shaII be fabricated from aluminum sheet conforming to the ASTM 23 Specification B-209-57T. 24 5) All miscellaneous parts such as hinge pins, lens clips, locking devices, etc. shall be 25 made of a non -corrosive material. 26 6) The housing of the signal heads shall be constructed of interchangeable sections. 27 7) All exterior mating surfaces shall be flat to assure waterproof and dust -proof 28 assembly of sections. 29 8) The top and bottom of the sections will have an opening approximately 2 inches in 30 diameter to permit the entrance of 1 % inch pipe nipples. 31 9) Each section shall have serrated openings or equivalent, for providing a positive 32 and locked positioning of signal sections when used with serrated mast arm or span 33 wire mounting brackets. 34 10) The door and lens housing shall be equipped with a watertight and dust -tight 35 molded neoprene gasket. 36 a) The door of each signal section shall be attached to the housing in a watertight 37 and dust -proof manner. 38 b) Non -corrosive hinge pins and 2 wing screws will be furnished on each door for 39 opening and closing without the use of special tools. 40 (1) These hinges and screws shall be of such design as to allow even gasket 41 pressure. 42 11) Each signal head section shall be furnished with a detachable tunnel type visor 43 unless otherwise specified. 44 12) Visors shall be a minimum of 10 inches in length (depth) for 12 inch signals. 45 a) Visors shall be attached to the door assemblies in a manner that facilitates field 46 removal and installation. 47 b) Visors shall be fabricated from aluminum and shall not form a complete circle 48 and shall have the bottom open, unless louvers are required. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 23 TRAFFIC SIGNALS Page 23 of 104 I 13) Traffic signal housing sbalI be furnished with LED inserts that comply with this 2 Specification and shall be in the standard red, amber and green configuration as 3 specified by the most current version of the TMUTCD. 4 14) A screw down type terminal block shall be provided with each signal head for 5 facilitating field wiring. 6 15) The pigtail leads from the lamp receptacles shall be connected to a common 7 terminal block within the head assembly. 8 16) Each terminal block will be at least a 6 position, 12 terminal strip securely fastened 9 at both ends to the signal housing. 10 17) The housing and outside surface of the visors shall be traffic yellow (RAL 1023) in 11 color. 12 a) The inside surface of visors shall be a "Dull" or "Fiat -black" color. 13 b) The outside surface shall have a minimum of 2 coats of baked chrome yellow 14 enamel (TT-C-595E1310), Munsell notation O.YP 47/15/3, per FAA 15 Specification L-802-B and ASTM D 1535. 16 b. LED traffic signal lamp unit 17 I) The product bid shall be manufactured by one of the following manufacturers: 18 a) GE Lighting Solutions 19 b) Duralight 20 c) Other prior approved equivalenf 21 2) The equipment shall conform to the applicable requirements of. the Underwriter's 22 Laboratory Incorporate (UL), the American Society for Testing and Materials 23 (ASTM), the American Standards Institute (.ANSI), the National Electrical 24 Manufacturer's Association (NEMA), and other applicable standards and 25 specifications. 26 3) The LED traffic signal lamp unit shall comply at a minimum with the Institute of 27 Transportation Engineers (ITE) specification for Vehicle Traffic Control Signal 28 Head — Light Emitting Diode (LED) Circular Signal Supplement (VTCSM; 29 adopted June 2005, for circular indications and Vehicle Traffic Control Signal 30 Head Part 3: Light Emitting Diode (LED) Arrow Traffic Signal Modules for arrow 31 indications. 32 4) The LED shall have an "incandescent" look, using the minimum number of LED's 33 that comply with the ITE specification. 34 5) If proper orientation of the LED unit is required for optimum performance, a clear, 35 durable and unmistakable marking shall be provided on each lens as to its proper 36 orientation (top or bottom). 37 6) The manufacturer's name, serial number and other necessary identification shall be 38 permanently marked on the backside of the LED traffic signal lamp unit. A label 39 shall be placed on the unit certifying compliance to ITE standards. 40 7) Documentation Requirements 41 a) Each LED traffic signal lamp unit shall be provided with the following 42 documentation: 43 (1) Complete and accurate installation wiring guide 44 (2) Contact name, address, and telephone number for the representative, 45 manufacturer, or distributor for warranty repair. 46 (3) A copy of a test report certified by an independent Iaboratory that the LED 47 traffic signal lamp model submitted meets all the requirements of these 48 Specifications in accordance with ITE VTSCH Part 2. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 14 - 24 TRAFFIC SIGNALS Page 24 of 104 1 (4) Schematic diagram for each unit, along with any necessary installation 2 instructions 3 (5) For each unit submitted, the manufacturer name, brand and model number 4 of LEDs used shall be provided, along with the LED manufacturer's 5 recommended drive current and degradation curves. 6 (6) Warranty information from manufacturer 7 (7) Quality assurance testing documentation 8 c. Signal head louvers 9 1) Louvers shall be provided for those signal sections indicated in the Drawings. 10 2) All louvers shall be of such design as to provide visibility of the lens for the 11 intended lane of traffic as indicated by the Drawings and block visibility to all 12 other lanes. 13 d. Mounting hardware 14 1) Mast Arm Mount Signal Bracket, 1-Way Cable Mount 15 a) The product bid shall be the mast arm mount signal bracket, I -way cable 16 mount, for 3 to 5 section head with 84 inches cable and 74 inches long gusseted 17 tube manufactured by Pelco, part no. AB-0125, or approved equivalent. 18 2) Mast Arm Mount Signal Bracket, I -Way Cable Mount, Clamp Assembly 19 a) The product bid shall be the mast arm clamp assembly with 84 inches cable 20 manufactured by Pelco, part no. AB-3 009, or approved equivalent. 21 3) Mast Arm Mount Signal Bracket, 2-Way Cable Mount 22 a) The product bid shall be the mast arm mount signal bracket, cluster cable 23 mount, for 5 section signal head with 84 inches cable manufactured by Pelco, 24 part no. AB-0138, or approved equivalent. General Specifications are below. 25 4) General Specifications 26 a) Bracket shall be completely adjustable such that it is capable of rotational 27 adjustment about the bracket axis, vertical adjustment, rotational adjustment 28 about the mast arm and rotational adjustment right & left from the vertical 29 plane. 30 b) Bracket shall be provided with aircraft type stranded cable for fastening the 31 bracket to the supporting arm or structure. 32 c) Bracket shall be easily adjustable to fit all sizes of round, octagonal, elliptical 33 or other shaped structure without special tools or equipment. 34 d) Bracket shall attach to the signal in a clamping manner holding the signal both 35 top and bottom in order to assure maximum rigidity. 36 (1) For the 1-way cable mount, a standard bracket shall accommodate all 37 major signal manufacturers' signals from a 3 section 1-way 12 inches 38 signal through a 5 section 1-way 12 inches signal and any combination 39 thereof including 3M and 1CC configurations. 40 (2) For the 2-way cable mount, a standard bracket shall accommodate all 41 major signal manufacturers' signals for a 3 section 2-way 12 inches signal 42 and any combination thereof including 3M and ICC configurations. 43 e) Upper and Lower Arms 44 (1) Shall be cast from 319 aluminum or equivalent 45 (2) The lower bracket arm shall be internally threaded to accommodate the 46 threaded vertical support tube. 47 (3) The lower arm shall be furnished with ABS plastic covers, which will slide 48 and snap into position without the use of fasteners or tools. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 20I7 3441 10 - 25 TRAFFIC SIGNALS Page 25 of 104 1 (4) All upper and lower arms shall have 72 tooth serrations cast into the arm to 2 assure a positive lock with signal housing and shall be secured about their 3 rotational axis with setscrews. 4 (5) Both upper and lower arms shall have a tri-bolt arrangement for attachment 5 to the signal housing. 6 (6) Opening in the lower aims shall accommodate a minimum of 3, 12 7 conductor 14 gauge cables. 8 f) Vertical Support Tube 9 (1) Shall be a double gusseted tube extruded from 6063-T6 aluminum alloy or 10 equivalent and have a cross section. 11 (2) Each tube shall be complete with a vinyl closure strip and be threaded on 1 12 end to accommodate the lower arm assembly. 13 g) Mast Arm Clamp Assembly 14 (1) Both male and female halves shall be cast from 713 aluminum alloy or 15 equivalent. 16 (2) The male clamp half shall be secured within the female half, utilizing a 17 spring steel retainer ring. 18 (3) Such assembly shall provide an unobstructed center of 2 3/8 inches 19 minimum diameter, allowing for 360 degree rotation of the clamp 20 assembly. 21 (4) There shall be no internal cross bracing assembly obstructing the center 22 opening. 23 h) Aircraft Type Stranded Cable 24 (1) Shall be fabricated in 1 piece with a minimum diameter of 3/16 inches 25 either galvanized or stainless steel 26 (2) The cable shall be complete with 7/16 inch stainless steel clamp screw 27 permanently attached to each end. Each clamp screw shall be fitted with a 28 stainless steel hex nut, SAE flat washer and an aluminum -bearing washer. 29 (3) The clamp screw shall be flattened on 2 opposite sides for wrench 30 accommodation. The stranded cable shall be of sufficient length to fasten 31 the clamp assembly to a minimum pole diameter of 8.6 inches. 32 i) Each bracket shall be complete with all necessary bolts, washers, gaskets, etc. 33 to allow assembly of the signal to the bracket and the bracket to the mast arm. 34 j) All aluminum parts shall have an AIodine (or equivalent) finish. All steel parts 35 shall have a traffic yellow (RAL 1023) zinc di -chromate finish. 36 2. LED Countdown Pedestrian Signal Head Assemblies 37 a. General 38 1) Furnish a single, self-contained module, not requiring on -site assembly for retrofit 39 into existing traffic signal housings as defined in TxDOT DMS-11130, Pedestrian 40 Signal Heads. Ensure that installation does not require special tools. 41 2) Provide LED's rated for 100,000 hours of continuous operation over a temperature 42 range of -40°C to +74°C. 43 3) Ensure modules are rated for a minimum life of 60 months. 44 4) Ensure modules meet all parameters of this specification throughout this 60-month 45 period. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 26 TRAFFIC SIGNALS Page 26 of 104 1 5) Use LEDs manufactured using aluminum -indium -gallium -phosphide (AIInGaP) 2 technology or other LEDs with lower susceptibility to temperature degradation 3 than aluminum -gallium -arsenic (AIGaAs) technology. AIGaAs LEDs are not 4 allowed aluminum. 5 b. Housing 6 1) The product bid shall be manufactured by one of the following manufacturers: 7 a) McCain Traffic Supply 8 b) Other prior approved equivalent 9 2) Housings will not be provided for retrofit modules. 10 3) Housing units shall be new and unweathered. 11 4) Housing shall be in accordance with TxDOT DMS-11130. 12 5) The housing shall be fitted with an LED module that has an incandescent look. 13 6) The housing shall be a 1-piece corrosion resistant aluminum alloy die-casting with 14 integraIIy cast top, bottom and sides that are weather proof and dust -tight. 15 7) The housing shall be right and left drilled for clamshell attachment and shall have 16 top and bottom ports that are opened and capped and will accommodate standard 1 17 '/2 inches pipe. 18 8) The approximate size of housing (including body, door, and ears) shall be 16.0 19 inches H x 18.75 inches W x 8 inches D. 20 9) The door frame shall be a I -piece corrosion resistant aluminum die-casting. 21 I0) The housing shall be traffic yellow (RAL 1023). 22 11) The housing shall have a standard 3-position terminal block, pre -wired to 23 receptacles to permit easy field installation of a power supply. 24 12) All necessary hardware shall be provided with housing. Rivets shall be aluminum 25 and bolts, loek washers, screws, eyebolt assembly and pins shall be stainless steel. 26 c. Mounting hardware 27 1) Mounting hardware shall be the clamshell mount type #4805 manufactured by 28 McCain, or approved equivalent. 29 2) Mounting hardware shall be a 2-piece, cast aluminum alloy assembly. 30 3) The 2 separate castings shall be joined in the final assembly by the use of stainless 31 steel spring pins. 32 4) The pole half of the assembly shall be designed to adapt to a wide range of pole 33 configurations (4 inch minimum diameter). 34 5) Unit construction shall allow band -it type mounting. 35 6) Band -it type mounting shall be permitted by 2 recessed slots near the top and 36 bottom of the pole half of the assembly. 37 7) The pedestrian assembly shall be capable of being mounted on the pole by lining 38 up the mounting pins of the pole half with the mounting ears of the pedestrian 39 assembly and lowering it into position. 40 8) 3 sets of screw terminal pairs shall be located on a terminal block in the upper third 41 of the head half of the clamshell assembly. 42 9) A closed cell neoprene sponge gasket shall be provided on the mating surfaces of 43 the 2 halves of the assembly to compete the rain -tight construction. 44 d. Module 45 1) Modules shall comply with TxDOT DMS-11130. 46 2) Ensure retrofit modules are capable of replacing the optical unit. 47 3) The module Ions may be a replaceable part without the need to replace the 48 complete module. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-27 TRAFFIC SIGNALS Page 27 of 104 1 4) Ensure the walking person and hand icons (16 in. x 18 in. size only) are full (not 2 outlines). 3 5) Ensure the countdown digits are made up of two rows of LEDs. 4 6) Ensure each digit is a minimum of 7 in. in height. 5 7) For each nominal message bearing surface (module) size, use the corresponding H 6 (height) and W (width): 7 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 C. f 9- Bearing Module Icon Icon Countdown Countdown Surface Size Height Width Height Width (16 x 18 H Min 7 in. 7 in. Min 9 in. 6.5 in. in. 8) Ensure the units do not have any attachments or options that will allow the mode to be changed from counting the clearance cycle, to the full walk/don't walk cycle. 9) Provide modules that are single, self-contained devices, not requiring on -site assembly for installation into existing traffic signal housing. 10) Ensure the power supply is designed to fit and mount inside the pedestrian signal module. 11) Ensure the assembly and manufacturing process for the module is designed to assure all internal LED and electronic components are adequately supported to withstand mechanical shock and vibration from high winds and other sources. Environmental Requirements 1) Ensure the module is rated for use in the ambient operating temperature range, measured at the exposed rear of the module, of —400C to +74°C (-10°F to +165°F). 2) Ensure the pedestrian module is designed to meet NEMA 250 Hose down Test. 3) The test is to be conducted on a stand-alone unit. No protective housing will be used. 4) Ensure the module lens is UV stabilized. 5) Ensure that the LED optical unit is dust- and moisture -proof to protect all internal LED and electrical components. 6) Provide housing for each LED optical unit that is a sealed watertight enclosure that prevents dirt contamination and allows for safe handling in all weather conditions. 7) Perform moisture -resistance testing on LED signal sections in accordance with the requirements in the latest NEMA Standard 250 for Type 4 enclosures. 8) Evidence of internal moisture after testing will be cause for rejection. Signal Lens 1) Ensure the lens of the LED pedestrian and countdown signal modules are polycarbonate UV stabilized and a minimum of 1/4 in. thick. 2) Ensure the exterior of the lens of the LED pedestrian and countdown signal module are smooth and frosted to prevent sun phantom. Module Identification 1) Each module must be permanently identified on the backside with the manufacturer's name, model numbers, manufactured date (minimum week and year), and serial number. CITY OF FORT WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-28 TRAFFIC SIGNALS Page 28 of 104 1 2) Ensure the following operating characteristics are identified: nominal voltage, 2 power consumption, wattage and Volt -Ampere. 3 It. Photometric Requirements 4 1) Luminance, Uniformity & Distribution 5 a) Ensure that for a minimum period of 60 months, the maintained minimum 6 luminance values for the modules under normal operating conditions are not 7 Iess than 2200 cd/m2 for the Walking Person icon and 1400 cd/m2 for the 8 Hand icon when measured perpendicular to the surface of the module at nine 9 (nine) separate points on the icon. 10 b) These values may decrease up to 50% of these table values beyond 15' from I I the perpendicular in either to the left or right on a horizontal plane. 12 c) Ensure that the luminance of the module does not exceed three times the 13 maintained minimum luminance of the modules. 14 d) Ensure that the uniformity of the walking person and hand icons' illumination 15 meet a ratio of not more than 1 to 5 between the minimum and maximum 16 luminance measurements (in Cd/m2). 17 2) Chromaticity 18 a) The standard colors for the LED Pedestrian Signal Module must be White for 19 the walking person and Portland Orange for the hand icon and countdown 20 digits on a black opaque background. 21 b) Furnish an optical unit that remains in accordance with the chromaticity (color) 22 requirements in the latest Equipment and Material Standards of the Institute of 23 Transportation Engineers, Chapter 3: "Pedestrian Traffic Control Signal 24 Heads," for a minimum of 60 months over an operating temperature range of 25 —40OF to 165°F. 26 i. Electrical 27 1) General 28 a) Furnish modules that are operationally compatible with traffic signal 29 controllers, cabinets and accessories manufactured to City specifications. 30 b) Ensure that all wiring and terminal blocks meet the requirements of Section 31 13.02 of the VTCSH Standard. 32 c) Three secured, color coded, 914 mm (36 in) long 600 V, 16 AWG minimum, 33 jacketed wires, conforming to the National Electrical Code, rated for service at 34 +105°C, are to be provided for electrical connection. 35 d) Furnish LED signal modules that are designed so that there is no noticeable 36 light output when connected to rated voltage through an impedance of 15 37 Kohm (either resistive or capacitive). 38 e) Furnish signal modules that are designed so that, under normal operation, an 39 AC voltage of no greater than 10 volts RMS shall be developed across the unit 40 when it is connected in series with any value of impedance greater than 15 41 Kohms and for any applied AC voltage between 95 and 135 volts RMS that is 42 connected across this series combination. 43 f) In addition, the signal module trust be designed so that the voltage across the 44 module will reduce in value to less than 10 volts RMS within 100 msee when 45 the module is switched off by any solid state switch or switch pack having an 46 impedance of 15 Kohms or greater. 47 g) Incorporate a regulated power supply engineered to electrically protect the 48 LEDs and maintain safe and reliable operation in each LED optical unit. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 29 TRAFFIC SIGNALS Page 29 of 104 1 h) Use a power supply that provides capacitor -filtered direct current (DC) 2 regulated current to the LEDs per the LED manufacturer specification. Designs 3 that operate at currents greater than the LED manufacturer's recommended 4 drive current will not be allowed. 5 i) Design the power supply so that the failure of an individual component or any 6 combination of components cannot cause the signal to be illuminated after 7 alternating current (AC) power is removed. Provide a signal module that is 8 equipped such that each indication (i.e. walk symbol, hand, and countdown 9 display) is provided with a separate power supply. 10 2) Voltage Range 11 a) Ensure the LED modules operate from a 60 f 3 Hertz AC line power over a 12 voltage range from 80 to 135 VAC RMS. 13 b) The current draw must be sufficient to ensure compatibility and proper 14 triggering and operation of load current switches and conflict monitors. 15 c) Nominal operating voltage for all measurements must be 120 ± 3 Volts rms. 16 d) Fluctuations in line voltage over the range of 80Vac to 135Vac must not affect 17 Iuminous intensity by more than ± 10%. 18 e) Ensure the LED circuitry prevents flickering at Iess than 100 Hz over the 19 voltage range stated above. 20 f) Provide modules that are designed and constructed so that the failure of a 21 single LED will not result in the loss of additional LEDs. 22 g) There should be no illumination of the module when the applied voltage is less 23 than 35 VAC RMS. 24 h) To test for this condition the each icon must first be fully illuminated at the 25 nominal operating voltage. 26 i) The applied voltage must then be reduced to the point where there is no 27 illumination. 28 j) This point must be greater than 35 VAC RMS. 29 k) Turn -On and Turn -Off Time 30 (1) Ensure each icon of the module reaches 90% of their full illumination 31 (turn -on) within 75 msec of the application of the nominal operating 32 voltage. 33 (2) The modules must not be illuminated (turn-off) after 75 msec of the 34 removal of the nominal operating voltage. 35 1) For abnormal conditions when nominal voltage is applied to the unit across the 36 two-phase wires (rather than being applied to the phase wire and the neutral 37 wire) the pedestrian signal unit must default to the hand symbol. 38 m) Transient Voltage Protection 39 (1) Ensure the module's on -board circuitry includes voltage surge protection to 40 withstand high -repetition noise transients and low -repetition high-energy 41 transients as stated in Section 2.1.6, NEMA Standard TS-2, 2003, or the 42 latest version. 43 n) Electronic Noise 44 (1) The modules and associated on -board circuitry must meet Federal 45 Communications Commission (FCC) Title 47, Sub Part B, Section 15 46 regulations concerning the emission of electronic noise. 47 o) Power Factor (PF) and AC Harmonics 48 (1) Ensure the modules provide a power factor of 0.90 or greater when 49 operated at nominal operating voltage, and 250C (77F). CITY OF FORT'WORT14 Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 30 TRAFFIC SIGNALS Page 30 of 104 1 (2) Total harmonic distortion induced into an AC power line by the module, 2 operated at nominal operating voltage, at 25°C (77 17) shall not exceed 3 20%, 4 3) Module Functions 5 a) Cycle 6 (1) The module must operate in one mode: Clearance Cycle Countdown Mode 7 Only. 8 (2) The display of the number of remaining seconds must begin only at the 9 beginning of the pedestrian change interval. 10 (3) Auer the countdown displays zero, the display must remain dark until the 11 beginning of the next countdown. 12 (4) Module will not have user accessible switches or controls for modification 13 of cycle. 14 (5) Ensure the countdown pedestrian signal displays the number of seconds 15 remaining until the termination of the pedestrian change interval. 16 (6) Countdown displays must not be used during the walk interval nor during 17 the yellow change interval of a concurrent vehicular phase. 18 b) Learning Cycle 19 (1) Ensure that at power on, the module enters a single automatic learning 20 cycle. 21 (2) During the automatic learning cycle, the countdown display remains dark. 22 c) Cycle Modification 23 (1) The unit reprograms itself if it detects any increase or decrease of 24 Pedestrian Timing. 25 (2) The counting unit will go blank once a change is detected and then take 26 one complete pedestrian cycle (with no counter during this cycle) to adjust 27 its buffer timer. 28 d) Recycling 29 (1) Ensure the module allows for consecutive cycles without displaying the 30 steady Hand icon ("Don't Walk") or the countdown display. 31 e) Preemption 32 (1) Provide modules that recognize preemption events and temporarily modify 33 the crossing cycle accordingly. 34 (2) If the controller preempts during the walking man, the countdown will 35 follow the controller's directions and will adjust from walking man to 36 flashing hand. 37 (3) It will start to count down during the flashing hand. If the pedestrian 38 change interval is interrupted or shortened as a part of a transition into a 39 preemption sequence, the countdown pedestrian signal display should be 40 discontinued and go dark immediately upon activation of the preemption 41 transition. 42 (4) The next cycle, following the preemption event, must use the correct, 43 initially programmed values. 44 f) "Don't Walk" Steady 45 (1) If the controller output displays Don't Walk steady condition and the unit 46 has not arrived to zero or if both the hand and man are dark for some 47 reason, the unit suspends any timing and the digits will go dark. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-31 TRAFFIC SIGNALS Page 31 of 104 1 (2) A steady UPRAISED HAND (symbolizing DONT WALK) signal 2 indication must be displayed during the yellow change interval and any red 3 clearance interval (prior to a conflicting green being displayed). 4 g) Power Failures 5 (1) The module must maintain a consistent countdown during short power 6 failures (less than 1 second). 7 (2) A longer failure or an absence of signal greater than one (1) second must 8 turn off countdown display and trigger a restart system remembering the 9 last sequence, as it is done for the 170/2070 traffic controller. 10 3. Pedestrian Push Button Assemblies 11 a. The product bid shall be the Bulldoglm pushbutton BDLM2-Y with Bulldog Pole 12 Mount BDPM-X manufactured by Polara, or approved equivalent, and shall meet the 13 following specifications: 14 1) Button must be highly vandal resistant and pressure activated with essentially no 15 moving parts. 16 2) Button must be able to withstand an impact from a baseball bat or hammer. 17 3) Button housing must be cast aluminum powder coated traffic yellow (RAL 1023). 18 4) Button cap must be made of 316 stainless steel. 19 5) Switch must be solid state electronic Piezo switch rated for 100 million cycles with 20 no moving plunger or moving electrical contacts. 21 6) Button must have LED to give indication of button being pushed. 22 7) Button must give a 2 toned beep indication of button being pushed (1 tone for push, 23 1 tone for release). 24 8) Button must have built in surge protection. 25 9) Button must be able to hold the call for a minimum of 5 seconds. 26 10) Button must operate immediately after being completely immersed in water for 5 27 minutes. 28 11) Button must not be able to allow ice to form such that it would impede function of 29 button or button cap. 30 12) All switch electronics must be sealed within the cast aluminum housing. 31 13) Button must have raised ridges to protect the button from side impacts. 32 14) The button shall come complete with an aluminum round housing to be mounted to 33 the signal pole. The housing shall be cast aluminum powder coated traffic yellow 34 (RAL 1023). 35 15) R10-3e push button signs 36 16) All necessary pole mounting hardware shall be supplied. 37 4. Accessible Pedestrian Signals (APS) 38 a. The product bid shall be either Navigator APSTM by Polara, Pelco IntelliCross, or 39 approved equivalent, and shall meet the following specifications: 40 1) Housing requirements 41 a) Provide a 2-piece cast aluminum housing unit consisting of a base housing and 42 a removable cover. 43 b) Shall be vandal proof and be powder coated to provide a high contrast to the 44 support structure for the visually impaired. 45 c) Made of corrosion -resistant material. The bolts used for mounting the APS 46 housing to the support structure shall be stainless steel. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-32 TRAFFIC SIGNALS Page 32 of 104 1 d) Shall come as a two part swivel and lock system with APS button station and 2 mounting plate. The mounting plate must have two elongated holes for 3 mounting to the standard of minimum 0.300" x 0.5". One mounting hole shall 4 be in a vertical orientation and the second mounting hole shall be in a 5 horizontal orientation to allow for drill alignment errors. 6 e) For ease of mounting a push button height indicator will be located on the 7 mounting plate to assure consistent and uniform installation. 8 f) The swivel and lock system shall provide a minimum of plus and minus 15 9 degrees of rotation. A single security screw shall be used to secure the APS 10 assembly to the mounting plate for quick assembly and disassembly. I I g) The mounting plate shall provide for banding the APS assembly to a pole with 12 two 5/8" type steel bands. 13 h) The mounting plate shall provide a bend/ radius for wiring exiting from the 14 pole and create a natural drip loop of the wires before entering the APS 15 assembly. I6 i) Be attached to the pole with two %4-20 screws suitable for use in tapped holes. 17 The mounting plate hole arrangement shall ensure that the clear space between 18 any two mounting holes required in the post must be at least twice the diameter 19 of the larger hole. 20 j) The size and design of the APS button shall be to allow two APS button 21 assemblies to be mounted adjacent on a four inch diameter pole without need 22 for an additional adaptor or spacer. 23 k) Access to wiring and programming ports is provided via a separate 24 compartment distinct from the main housing. 25 2) Ensure the internal components provide a pushbutton with all the electrical and 26 mechanical parts required for operation. 27 3) Supply housing or an adapter (saddle) that conforms to the pole shape, fitting flush 28 to ensure a rigid installation. 29 4) Supply adapters of the same material and construction as the housing. 30 5) Close unused openings with a weather -tight closure painted to match the housing. 31 6) Provide a minimum 0.5 inch hole with an insulating bushing through the back of 32 the housing. 33 7) Ensure the manufacturers name or trademark is located on the housing. 34 8) The APS pushbutton shall be a solid state switch rated for at least 1 million 35 operations. 36 9) Ensure APS complies with US Access Board's "Draft Guidelines for Accessible 37 Public Rights of Way" (PROWAG) Section R306. 38 10) Ensure that the APS complies with and provides operation consistent with 39 requirements of Sections 4E.09 through 4E.13 of the 2009 Edition of the Federal 40 Highway Administration publication Manual on Uniform Traffic Control Devices. 41 11) Supply an APS (pushbutton station) that includes a pedestrian sign, a pushbutton, 42 vibrotactile arrow and an audible speaker contained in one unit and with the 43 following features: 44 a) Vibrating tactile arrow with high visual contrast. 45 b) Vibrotactile arrow shall be rotatable without disassembly of the APS enclosure. 46 The arrow shall be adjustable by 4-degree increments. 47 c) Tactile arrows 48 (1) Raised a minimum of 0.031 inches (0.8min) from the pedestrian detector 49 surface CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-33 TRAFFIC SIGNALS Page 33 of 104 1 (2) Between 1.378 inches (35mm) and 1.772 inches (45mm) in length 2 (3) A stroke width between 10 and 15 percent of the length of the arrow 3 (4) An open arrowhead at 45 degrees to the shaft and not exceeding 33 percent 4 of the length of the shaft 5 (5) Be easily removable and rotatable without APS button station disassembly 6 (6) Arrow affixed to the pedestrian detector face secured with security type 7 screws 8 (7) Where required a double arrow shall be provided on the pedestrian detector 9 (8) Tactile arrows shall be located on the pedestrian detector, have high visual 10 contrast (dark on light), and shaII be aligned parallel to the direction of 11 traveI on the associated crosswalk 12 d) Pushbutton locator tone with a duration of 0,15 seconds or less, repeating at 1- 13 second intervals. 14 e) The pushbutton locator tones must deactivate when the traffic control signal is 15 operating in a flashing mode. 16 f) The locator tones must be intensity responsive to ambient sound and be audible 17 (a maximum of 5 dBA louder than ambient sound) up to 6 to 12 feet from the 18 pushbutton or to the building line whichever is less. 19 g) Speech walk message for the WALKING PERSON (symbolizing WALK) 20 indication. 21 h) Speech pushbutton information message. 22 i) Unless plans require otherwise, provide each pushbutton station with a 9" X 23 15" sign. Use sheet aluminum with minimum thickness of 0.080 in. for 24 information signs for push buttons. 25 j) Pedestrian detector shall: 26 (1) Be a minimum of 2-inches (50nun) in diameter, 27 (2) Raised above the surrounding surface for ease of operation, 28 (3) The mechanism should not require more than 5 pounds (22.2 N) of force to 29 activate, 30 (4) Provide mounting for the directional tactile arrow, and 31 (5) Provide a slot for changing the direction of the arrow through button 32 rotation with a blade type screwdriver. 33 k) Audible tone walk indications 34 (1) Consisting of ticks repeating at 8 to 10 times per second at multiple 35 frequencies with a dominant component at 880 Hz ± 20%. 36 (2) It must provide an audible walk indication during the walk interval only. 37 (3) The audible walk indication must be from the beginning of the associated 38 pedestrian walk phase and must have the same duration as the pedestrian 39 walk signal except it must be possible to limit the accessible walk 40 indication to the first 7 seconds of the walk interval when the pedestrian 41 signal rests in walk. 42 (4) When the accessible walk indication is limited during rest in walk a button 43 press during the walk interval must recall the walk interval provided the 44 crossing time remaining is greater than the pedestrian change interval. 45 12) Operational Features of system 46 a) Sound verification 47 (1) A sound verification feature shall be employed in the APS button to 48 prevent incorrect or erroneous sound direction indications from reaching 49 pedestrians. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 34 TRAFFIC SIGNALS Page 34 of 104 1 (2) The sound verification system shall provide independent monitoring of the 2 sounds and pedestrian signals and independent control over the release of 3 the sound to the pedestrian. 4 (3) The APS button internal program shall compare the digital sound to be 5 played directly with pedestrian signals monitored by the push button 6 station. 7 (4) This shall be accomplished by a separate microcontroller chip located 8 directly in each button station. 9 b) Distributed Intelligence 10 (1) The APS button stations shall operate independently and not require a 11 central control point for normal button operation. 12 (2) Button to button communication shall use existing field wiring. 13 (3) The APS button stations shall not use wireless (over air) communications 14 for any communication requirement between buttons. 15 (4) If the APS features fail in one pushbutton station the button will still 16 operate as a button and the other station will operate as normal. 17 c) Sounds 18 (1) The APS button station shall be capable of emitting sound cues and voice 19 messages during the Walk, Pedestrian Clearance, Don't Walk, Short and 20 Long button presses, and on demand Train, Emergency or Alerts requests. 21 (2) The APS button shall provide a playlist for combing up to four sound cues 22 or messages. The APS button shall provide a minimum of eight walk 23 sounds, four button press sounds, two pedestrian clearance sounds, and one 24 don't walk sound. 25 d) Crossing sounds concurrent or alternating 26 (1) When buttons are used at each end of a crosswalk, the audible "Walk" 27 and/or "Flash Don't Walk" (Pedestrian Clearance) messages shall be 28 agency configurable to emit tones that are concurrent or alternating (when 29 one is emitting a tone the other is silent), for the full duration of the 30 associated signal. 31 (2) The concurrent/alternating mode shall be available on both the button and 32 overhead beacon speakers and separately settable to commence with the 33 Walk signal, Pedestrian Clearance signal or both. The concurrent or 34 alternating sounds shall be adjustable on -site with the programming device. 35 e) Audible beaconing sound during Walk 36 (1) The button shall provide several optional sounds for beaconing including 37 custom sounds/messages. This sound shall be configurable to play through 38 a push button speaker and/or optional overhead speaker. 39 (2) The button shall provide smart detection logic to provide a way -finding 40 sound "on -demand". This includes a short button press to only activate the 41 button Walk sound/message and a long button press to play the walk and/or 42 pedestrian clear sound/message through the button AND overhead beacon 43 speaker. 44 f) Ambient noise compensation 45 (1) A microphone shall be integrated at the button station to automatically 46 adjust the volume levels to compensate for the ambient noise. Ambient 47 noise shall be sampled prior to each sound play. 48 g) Sound playback and sound pressure level settings 49 (1) Configuration for each sound shall be independently settable as follows: CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March I6, 2017 3441 10 - 35 TRAFFIC SIGNALS Page 35 of 104 1 (a) Minimum sound level settable from 5OdB to 11OdB in 1dB increments 2 (b) Maximum sound level settable from 50dB to 1 I in IdB increments 3 (c) Gain (above ambient) level settable from OdB to 20dB in 1dB 4 increments 5 (d) Period (repetition rate) settable from 0.1 sec to 999sec in 0.1 sec 6 increments 7 (e) Playback speaker settable as; Button, Overhead (Beacon) or both 8 (f) Duration of sound settable from Osec to 999sec in lsec increments with 9 default = 0 for maximum duration 10 (2) All sound level adjustments shall be presented in decibels (dB) and settable I I in increments of 1dB. Separate sound level settings, as above, shall be 12 provided for short and long button press. 13 h) Rest in walk application 14 (1) Fixed walk sound time — no re -service until next walk signal 15 (a) During the Walk signal, if the Walls sound has completed due to a 16 fixed Duration setting, if no Pedestrian Clearance sound is 17 programmed the Don't Walk sound shall play by default. 18 (b) An APS button activation shall not replay the Walk sound after the 19 duration has passed while the Walk signal is still active. 20 (c) The APS button shall remember the activation call and at the beginning 21 of the Pedestrian Clearance the APS button shall cause a contact 22 closure to the traffic controller pedestrian input and subsequently play 23 the walk sound at the beginning of the next Walk signal. 24 (2) Fixed walk sound time — re -service on demand 25 (a) If a Pedestrian Clearance sound is programmed in the APS Button, the 26 Walk sound shall be re- serviceable within the Walk Signal when 27 activated. 28 (b) The Pedestrian Clearance sound is to ensure that there is a continuity 29 of sound for pedestrian wayfinding in the crossing should the Walk 30 sound play and be terminated abruptly from a signal change. 31 i) Adjustable long button press timing 32 (1) Configurable timing shall be available for the button to define how long the 33 button must be pressed to request a "Walk" sound/message, played in 34 accordance with the "long push setting" for the sound message. 35 (2) This indication is defined as a "long button press". An acknowledgement 36 tone shall be emitted when a "long button press" has been detected which 37 is different from the short button press. The acknowledgement tone shall be 38 customizable and contain at least five default choices. 39 j) Sound without button press 40 (1) Configuration shall be available on the button station to allow the Walk 41 sound and vibration to be activated at every Walk and Pedestrian clearance 42 signal without push button press requirement. 43 k) Signal malfunction monitoring 44 (1) The APS button station shall directly monitor the status of the pedestrian 45 signal and provide signal malfunction detection should both walk and don't 46 walk signals either be steady OFF, ON. 47 (2) In the case of a detected malfunction, the sound and vibration functions 48 shall be disabled until the conflict is removed for more than approximately 49 1 second and the APS is in the Don't Walk interval. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 36 TRAFFIC SIGNALS Page 36 of 104 1 13) Special Features (Communications Interface Unit (CUI)) 2 a) Fault indication output to traffic controller 3 (1) The CIU shall monitor the health of each APS button and can be 4 programmed to provide a fault output to the traffic signal controller. 5 (2) In the event of failure of an APS button or the CIU a contact closure shall 6 provide fault indication to the traffic signal controller. 7 b) Evening sound control 8 (1) The CIU shall support an "Evening Maximum" sound control hardware 9 input which can be connected to a traffic controller time of day control I0 output. 11 (2) The Evening Maximum input, when active (must be settable as voltage 12 `present' or `absent'), shall cause selected APS buttons to use the Evening 13 Maximum sound level setting for all sounds. This control shall be 14 independent for each sound on each button to achieve optimal intersection 15 sound levels. 16 (3) The APS button shall support a timeout for this input to guard against a 17 stuck condition should the CIU fail. 18 c) Sound inhibit control 19 (1) The CIU shall support an APS button "Inhibit" control hardware input 20 which can be connected to a traffic controller time of day control output. 21 (2) The Inhibit input, when active (must be settable as voltage `present' or 22 `absent'), shall cause the APS buttons to Inhibit Sound for all button 23 speakers. 24 (3) The .APS button shall support a timeout for this input to guard against a 25 stuck condition should the CIU fail. 26 d) Special event sounds 27 (1) The CIU shall support a "Special Event" sound control hardware input 28 which can be connected to a traffic controller or external device event or 29 time of day control output. 30 (2) The Special Event input, when active (must be settable as voltage `present' 31 or `absent'), shall cause selected APS buttons to use play a Special Event 32 sound playlist for that input. 33 (3) The CIU shall support configuration of up to I I Special event type inputs 34 including at a minimum; 1-Train, 5-Emergency vehicle and 5-Alert 35 messages. 36 e) Pre -timed intersection APS operation 37 (1) When APS buttons are installed at pre -timed (non -pedestrian actuated) 38 intersections they shall provide the same level of APS service as if they 39 were installed at a pedestrian actuated intersection. An actuation at one 40 APS button shall be transmitted to the associated APS button on the same 4I signal phase for proper APS Button beaconing as may be required to assist 42 pedestrians in the crossing area. 43 (2) The CIU shall provide a minimum of four pedestrian request outputs that 44 can be connected to the traffic signal controller pedestrian inputs. The CIU 45 pedestrian request outputs shall be configurable to mirror APS button 46 actuations to a minimum of four phases. 47 (3) The CIU pedestrian request outputs shall provide a solid-state pull down to 48 a TSC pedestrian input. 49 14) Product operating conditions CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-37 TRAFFIC SIGNALS Page 37 of 104 1 a) The APS button system shall be powered and operate from the existing 2 nominal 120 Vac pedestrian Don't Walk and Walk signals only. 3 b) The APS button shall allow direct connection to the traffic signal pedestrian 4 isolator inputs. The APS system shall operating in temperatures from -37 °C to 5 +74 °C (-35°F to +165 °F). 6 15) Materials and fabrication 7 a) Audible Signals shall be supplied with all mounting hardware for pole and 8 signal head mounting. 9 b) The button station shall be die cast aluminum and shall be weatherproof and 10 vandal proof. The approximate dimensions are 336.55 x 127 x 88.9 mm or 11 13.25"x5"x3.5"(LxWxW. 12 c) The button station shall be designed to adapt to mounting on a support 13 structure without compromising the mechanical stability and the environmental 14 protection. 15 d) The Tactile Arrow shall be integrated into the button station housing. 16 e) Security screws shall be incorporated in key areas to discourage tampering or 17 unauthorized access. 18 f) Existing signage shall be used or sign and mounting bracket supplied as 19 follows. 5x7-3/4 sign with integrated sign holder 20 g) 9x12 sign with sign adapter 9x15 sign with sign adapter 21 16) Coating 22 a) The button station body shall be powder coated customers requested color. 23 b) The button plunger shall be powder coated silver. 24 c) The Tactile arrow shall be E-coated black with clear top coat. 25 17) Programming requirements 26 a) The APS System shall allow pre -configuration or onsite configuration of the 27 APS attributes. The APS button can be ordered with a built in configuration to 28 the MUTCD 2009 standards for pedestrian poles that are 10 feet or more apart 29 and allow setup through a simple button press method without need of a 30 programming device. 31 b) Programming device and/or software application shall be available for 32 configuration of all components of the APS system. The programming device 33 shall be compatible with Microsoft Windows 8.1, 7, Vista, XP. 34 c) The programmer shall allow wired and. wireless programling of the APS 35 button and system components. It shall be possible to program one or more 36 APS buttons from any APS button at the intersection. 37 d) It shall be possible to program all push buttons from the CIU at the traffic 38 signal controller. 39 e) Wireless programming shall allow remote programming of the APS button 40 system within 150 feet (5Om) of the traffic cabinet. 41 f) The programming device shall allow programming of APS button under wired 42 and wireless conditions for; configuration, custom sounds, firmware, HW 43 profiles and CIU programming. 44 g) The programming device shall allow storage of an unlimited number of custom 45 templates and intersection profiles (within the storage capability of the PC). 46 h) IP based connection to the APS Button system for remote programming and 47 management shall be available. 48 18) Automatic volume adjustment in response to ambient traffic sound level provided 49 up to a maximum volume of 100 dBA. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 38 TRAFFIC SIGNALS Page 38 of 104 1 19) Tone or voice volume measured at 3 ft. from the pushbutton station shall be 2 dB 2 minimum and 5 dB maximum above ambient noise level and shall be responsive to 3 ambient noise level changes. 4 20) The pushbutton must be Americans with Disabilities Act compliant and activate 5 both the walk interval and accessible pedestrian signal. 6 21) Actuation indicator -tone and pedestrian acknowledge light. The light shall remain 7 on until the next walk cycle has started. 8 22) Extended button press which can be used to request a louder WALK signal and 9 locator tone for subsequent clearance interval. 10 23) Internal speaker 11 a) Weather -resistant speaker protected by a vandal resistant screen. 12 b) Nominal 15w speaker that shall provide audible feedback in the form of 13 various signaling sounds 14 c) The button housing shall provide speaker ports to direct the sound in front and 15 behind the button station in line with the button sign face. 16 d) The APS button shall provide for the installation of speaker baffles to block 17 sound from the front or back as may be required for special applications. 18 24) Pedestrian Button Feedback 19 a) Have a functional pushbutton that activates the pedestrian walk signal 20 whenever actuated, even if the audible speech walk message, the pushbutton 21 information message, the pushbutton locator tone, and the vibrating surface 22 features are disabled. 23 b) Have a pushbutton that when actuated activates the pedestrian walk signaI's 24 timing during an APS attribute failure. 25 25) Power Interface Module (PIM) 26 a) A PIM shall be used to provide a Iow power interface to the APS button station 27 (nominal 12-15 VDC). 28 b) The PIM shall be installed in the Pedestrian Signal head or in an electrical box 29 as required. The PIM shall be UL approved and bear necessary markings. 30 c) The PIM shall meet NEMA TS2-2003 (or latest release) Environmental and 31 Electrical requirements. 32 26) Overhead Beaconing Capability 33 a) The APS button station shall have the option of driving an external overhead 34 (pedestrian signal or pole mounted) speaker with independent audio amplifier 35 and audio controls. 36 b) This may be used where: 37 (1) Crosswalks are longer than 70 feet (22m), unless they are divided by a 38 median that has another accessible pedestrian signal with a locator tone; 39 (2) Crosswalks that are skewed; 40 (3) Intersections with irregular geometry, such as more than four legs; 41 (4) Crosswalks where audible beaconing is requested by an individual with 42 visual disabilities; or 43 (5) Other locations where a study indicates audible beaconing would be 44 beneficial. 45 c) The overhead beaconing is used to assist pedestrians with orientation in the 46 crossing area. Overhead beacons have been shown to improve directional 47 information and safety for visually impaired and sighted pedestrians. NCHRP 48 Document 117A: Accessible Pedestrian Signals: A Guide to Best Practices. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March t6, 2017 3441 10-39 TRAFFIC SIGNALS Page 39 of 104 1 27) Capable of operating at, as a minimum, up to 1000 ft (AWG 912) cable run from 2 signal cabinet. 3 28) Pushbutton station and Central control unit shall be rated for the following 4 temperature range: 5 a) Pushbutton station: -30°F to +155°F. 6 b) Central Control Unit: -30°F to +165°F 7 29) APS units shall be operationally compatible with TS1, TS2, 170 and 2070 8 controllers and cabinet assemblies, currently used by the City and any other Texas 9 government entities. 10 30) Unless specified otherwise in the plans, supply a central control unit (CCU) for the 11 pushbutton stations that resides in the Traffic Signal Controller Cabinet. 12 a) Provide a CCU capable of controlling up to 4 pedestrian phases and 12 13 Pushbutton stations. 14 b) Ensure that all inputs and outputs on the CCU have Transient Voltage 15 Protection. 16 31) If plans specify that the APS will require no additional space or wiring in the 17 cabinet, provide one control unit per push button station capable of mounting in the 18 pedestrian signal housing. 19 32) If a special device or software is required to configure the APS operation, provide a 20 minimum of one device or copy of software per signal cabinet along with any 21 required connectors, unless required otherwise by the plans. 22 33) Provide any wiring harnesses, connectors, interface cables, terminal blocks, etc. 23 required for connecting the pushbutton station or CCU to the traffic signal 24 controller assembly and making the Pushbutton stations operational. 25 5. Radar Detection Equipment and Cable 26 a. Radar presence detection 27 1) The product bid shall be the SmartSensor MatrixTM by Wavetronix, or approved 28 equivalent, and shall meet the following specifications. 29 2) General 30 a) Sensor Outputs 31 (1) Radar detector shall transmit real-time presence data from up to 10 lanes, 32 depending on mounting location and lane widths. 33 (2) The radar detector shall support a minimum of eight detection zones. 34 (3) The radar detector shall support a minimum of eight detector channel 35 outputs and have user -selectable channel assignments. 36 (4) The radar detector shall use 'OR' or `AND' logic gates to map a single 37 zone to multiple channel outputs, and shall have channel output extend and 38 delay functionality. 39 (5) The radar detector algorithms shall mitigate detections from wrong -way or 40 cross traffic. 41 (6) The radar detector system shall have fail-safe mode capabilities for contact 42 closure outputs if communication is lost. Contact closure will occur on all 43 programmed detector channels associated with the interface module when 44 the failsafe is triggered and will remain in this state until communication is 45 re-established between the interface module and the radar vehicle sensor. 46 b) Detectable Area CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-40 TRAFFIC SIGNALS Page 40 of 104 1 (1) The radar detector shall be able to detect and report presence in lanes with 2 boundaries as close as 6 feet from the base of the pole on which the 3 detector is mounted. The detector shall be able to detect and report 4 presence in lanes located within the 140 feet are from the base of the pole 5 on which the RPD is mounted. 6 (2) The detector shall be able to detect and report presence for vehicles within 7 a 90 degree field of view. 8 (3) The detector shall be able to detect and report presence in up to 10 lanes. 9 (4) The detector shall be able to detect and report presence in curved lanes and 10 areas with islands and medians. 11 c) System Hardware 12 (1) Preassembled back plate 13 (a) Each detector shall have a traffic cabinet preassembled back plate with 14 the following: 15 0 AC/DC power conversion 16 & Surge protection (Lightning and surge protection will be 17 provided for power connections and communications Iinks to the 18 radar RVDS meeting or exceeding EN 61000-4.5 class 19 specifications.) 20 c Terminal blocks for cable landing 21 0 Communication connection points 22 (b) The preassembled back plate for the detector shall be a cabinet side 23 mount or rack mount. 24 (2) Contact Closure Input File Cards 25 (a) The detector shall use contact closure input file cards with 2 or 4 26 channel capabilities. 27 (b) The contact closure input file cards for the detector shall be compatible 28 with industry standard detector racks. 29 (3) Radar design 30 (a) Frequency Stability 31 0 The circuitry shall be void of any manual tuning elements that 32 could lead to human error and degraded performance over time. 33 O All transmit modulated signals shall be generated by means of 34 digital circuitry, such as a direct digital synthesizer, that is 35 referenced to a frequency source that is at Ieast 50 parts per 36 million (ppm) stable over the specified temperature range, and 37 ages less than 6 ppm per year. 38 0 Any upconversion of a digitally generated modulated signal shall 39 preserve the phase stability and frequency stability inherent in 40 the digitally generated signal. 41 0 The detector shall not rely on temperature compensation 42 circuitry to maintain transmit frequency stability. 43 ® The bandwidth of the transmit signal of the detector shall not 44 vary by more than 1 % under all specified operating conditions 45 and over the expected life of the detector. 46 (b) Antenna Design 47 0 The detector antennas shall be designed on printed circuit 48 boards. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 t0-41 TRAFFIC SIGNALS Page 41 of 104 1 • The vertical beam width of the detector at the 6dB points of the 2 two-way pattern shall be 65 degrees or greater. 3 0 The antennas shall cover a 90 degree horizontal field of view. 4 0 The sidelobes in the R.PD two-way antenna pattern shall be - 5 40dB or less. 6 (c) The detector shall transmit a signal with a bandwidth of at least 245 7 MHz, which provides for a resolution of 2 feet. 8 (d) The detector shall provide at least 8 RF channels so that multiple units 9 can be mounted in the same vicinity without causing interference 10 between them. 11 (e) The detector shall have a self -test that is used to verify correct 12 hardware functionality. 13 (f) The detector shall have a diagnostics mode to verify correct system 14 functionality. 15 (4) Physical Properties 16 (a) The detector shall not exceed 4.2 pounds in weight. 17 (b) The detector shall not exceed 13.2 in. by 10.6 in. by 3.3 in. (33.5 cm x 18 269 cm x 8.4 cm) in its physical dimensions. 19 (c) All external parts of the detector shall be ultraviolet -resistant, 20 corrosion -resistant, and protected from fungus growth and moisture 21 deterioration. 22 (d) Enclosure 23 o The detector shall be enclosed in a Lexan, Makrolon, or other 24 approved polycarbonate material. 25 a The enclosure shall be classified "fl" outdoor weatherability in 26 accordance with UL 746C. 27 & The detector shall be classified as watertight according to the 28 NEMA 250 Standard. 29 O The detector enclosure shall conform to test criteria set forth in 30 the NEMA 250 standard for type 4X enclosures. 31 o Test results shall be provided for each of the following type 4X 32 criteria: External Icing (NEMA 250 clause 5.6), Hose -down 33 (NEMA 250 clause 5.7), 4X Corrosion Protection (NEMA 250 34 clause 5.10), Gasket (NEN A 250 clause 5.14). 35 • The detector shall be able to withstand a drop of up to 5 feet 36 without compromising its functional and structural integrity. 37 0 The detector enclosure shall include a connector that meets the 38 MIL-C-26482 specification. 39 0 The MIL-C-26482 connector shall provide contacts for all data 40 and power connections. 41 (e) Power 42 C The detector shall consume less than 10 W. 43 a The detector shall operate with a DC input between 9 VDC and 44 28 VDC. 45 (f) Communications Ports 46 • The detector shall have two communication ports, and both ports 47 shall communicate independently and simultaneously. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Proj ect Numbers Revised March I6, 2017 3441 10-42 TRAFFIC SIGNALS Page 42 of 104 I o The detector shall support the upload of new firmware into the 2 detector's non-volatile memory over either communication port. 3 0 The detector shall support the user configuration of the 4 following: Response delay and Push port. 5 0 The communication ports shall support at least a 9600 bps baud 6 rate. 7 b. Radar advanced detection 8 1) The product bid shall be the SmartSensor AdvanceTM by Wavetronix, or approved 9 equivalent, and shall meet the following specifications. 10 2) General 11 a) All materials furnished, assembled, fabricated, or installed under this Item will 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 47 48 be new, corrosion resistant, and in strict accordance with the details shown on the plans and in this Special Specification. b) The detector will be non -intrusive, easy to install, remotely accessible, and provide multiple connectivity options for easy integration into legacy systems. (1) The detector will have a method for automatically calibrating the detection device; this method will be executed in the detector's internal processor. This auto -calibration method will automatically determine detection thresholds. c) Sensor Performance (1) The detector will accurately and continuously detect Estimated Time of Arrival (ETA), speed, and range data for vehicles, or clusters of vehicles simultaneously moving within 100 feet to 500 feet from the sensor in the selected direction of travel. (2) The detector will be mounted in a forward -fire position, looking into either approaching or departing traffic for the selected direction of travel. (3) The detector will filter the ETA data, speed data, and range data based upon minimum and maximum constraints to produce alerts, customizable for safe and efficient dilemma zone protection, congestion management, and other operational goals. (4) The detector will maintain accurate performance in all weather conditions, including rain, freezing rain, snow, wind, dust, fog, and changes in temperatures and light. (5) The device will not rely on temperature compensation circuitry and will be capable of continuous operation over and ambient temperature range from - 40° C to 75' C, and a relative humidity range from five percent to 95 percent (non -condensing). (6) Detector operation will continue in rain or snow up to 10 cm per hour, and the device will not experience degraded performance when encased in 1/2 inch of ice. (7) Speed data will be accurate for individual vehicle measurement when there are no adjacent vehicles traveling in the same direction. (a) Eighty-five percent of all measurements will be within 5 mph of truth when vehicles are not changing speed. (b) Speed accuracy wi11 be verified with radar gun, by video speed trap using the frame rate as a time reference, or equivalent method. (8) Range data will be accurate for individual vehicle measurement when there are no adjacent vehicles traveling in the same direction. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-43 TRAFFIC SIGNALS Page 43 of 104 1 (a) Eighty-five percent of all measurements will be within ten feet of the 2 distributed length of the vehicle when vehicles are not changing speed. 3 Range accuracy will be verified with: LIDAR gun, by video using 4 visual markers as a distance reference and frame rate as a time 5 reference, or equivalent method. 6 (9) ETA data will be accurate for individual vehicle measurements when there 7 are no adjacent vehicles traveling in the same direction. 8 (a) ETA is the estimated time of arrival as calculated by dividing the 9 vehicles range from the stop bar by the speed of the vehicle. 10 (b) ETA is calculated for purposes of safely and efficiently protecting 11 vehicles within the decision dilemma zone, which is nominally defined 12 to exist for motorists with an ETA between 2.5 and 5.5 seconds from 13 the stop bar who are driving faster than 35 mph when the light turns 14 yellow. 15 (c) Eighty-five percent of all measurements will be within one second of 16 truth for all vehicles not changing speed within the decision dilemma 17 zone. 18 (d) . ETA accuracy will be verified with: LIDAR gun, or by video using 19 visual markers as a distance reference and frame rate as a time 20 reference. 21 d) Lightning surge protection that meets or exceeds the EN 61000-4-5 Class 4 22 specifications will be installed no farther than 40 feet along the detector cable 23 from the detector unit. To ensure the continued operation of the detector in the 24 presence of electrical surges, all connections to the detector will be protected, 25 including power, RS-232, RS-485 communication lines and ground. 26 e) Communication 27 (1) The detector will provide two or more communication ports that can be 28 accessed simultaneously using any detector -supported protocol. 29 (2) This will enable multiple operators to collect data from the detector at the 30 same time without interrupting or interfering with each other. 31 (3) The detector will provide RS-232 and RS-485 serial communication ports; 32 each communication port will support all of the following baud rates: 9600, 33 19200, 38400, 57600 and 115200. 34 (4) The RS-232 port will be full -duplex and will support true RTS/CTS 35 hardware handshaking for interfacing to various communication devices. 36 f) Power 37 (1) The detector will consume less than 10 watts with a DC input between 12 38 VDC and 28 VDC. 39 (2) The equipment will be designed such that the failures of the equipment will 40 not cause the failure of any other unit of equipment. 41 (3) Automatic recovery from power failure will be within 15 seconds after 42 resumption of power. 43 g) Windows® and PocketPC® -based Software CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 44 TRAFFIC SIGNALS Page 44 of 104 1 (1) The detector will also include graphical user interface software that 2 displays all configured zones and provides visual representation of all 3 detected vehicle clusters. The detected range, speed, arrival time, and 4 identification number will be viewable on the visual representation of all 5 detected vehicle clusters. The graphical interface will operate on Windows 6 98, Windows 2000, Windows NT 4.0, Windows XP Pro and Windows 7 PocketPCs equivalent to the Dell Axim X50v. The software will 8 automatically select the correct baud rate. 9 (2) The graphical user interface will also display all configured alerts and 10 provide visual representation of their actuation. The operator will have the 11 ability to configure alerts using minimum and maximum constraints on the 12 detected ETA, speed, and range of vehicles. 13 (3) The operator will have the ability to save the configuration information to a 14 file, or reload the detector configuration from a file, using the graphical 15 user interface software. Using the installation software, the operator will 16 be able to easily change the baud rate on the sensor by selecting baud rates 17 from a drop -down list, as well as add response delays for the 18 communication ports. Additionally, the operator will have the ability to 19 switch between data pushing and data polling, and change the detector's 20 settings for Flow Control from none to RTS/CTS and vice versa. 21 (4) The operator will be able to upload new firmware into the detector's non- 22 volatile memory over any supported communication channel. 23 h) RF Design 24 (1) All microwave circuitry within the detector will be designed utilizing 25 active control that dynamically adjusts to compensate for temperature and 26 age variations in component performance. This eliminates most 27 opportunities for human error or age degradation in circuits that contribute 28 to product performance. The circuitry will be void of any manual tuning 29 elements that could lead to human error and degraded performance over 30 time. 31 (2) All transmit modulated signals will be generated by means of digital 32 circuitry, such as a direct digital synthesizer, that is referenced to a 33 frequency source that is at least 50 ppm stable over the specified 34 temperature range, and ages less than six ppm per year. Any up- 35 conversion of a digitally generated modulated signal will preserve the 36 phase stability and frequency stability inherent in the digitally generated 37 signal. These specifications ensure that during operation the detector 38 strictly conforms to FCC requirements and that the radar signal quality is 39 maintained for precise algorithmic quality. 40 (3) The detector antennae will be designed on printed circuit boards, 41 eliminating the need for RF connectors and cabling that result in decreased 42 reliability. Printed circuit antennae are less prone to physical damage due 43 to their extremely low mass. 44 (4) The antennae parameters will meet the following criterion to ensure quality 45 performance: 46 (a) 3 dB Elevation Beam Width: > 65 degrees 47 (b) 3 dB Azimuth Beam Width: < 15 degrees 48 (c) Side Lobes: < -20 dB 49 i) Enclosure CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 45 TRAFFIC SIGNALS Page 45 o€104 1 (1) The detector will be enclosed in a Lexan polycarbonatc, ultraviolet 2 resistant material and will be classified as watertight according to the 3 NEMA 250 Standard. The enclosure will be classified "fl" outdoor 4 weatherability in accordance with UL 746C. 5 (2) The detector will be able to withstand a drop of up to 5 feet without 6 compromising its functional and structural integrity. 7 j) Input file cards 8 (1) The detector manufacturer will provide an optional input file card 9 compatible with 170, 2070, NEMA TS 1 and NEMA TS2 input file racks. 10 The input file card will translate per vehicle data packets or actuation 1 i packets from the detector into corresponding contact closure outputs. 12 Operators will be able to assign any contact closure output channel to any 13 configured alert. These settings will be saved in non-volatile memory on 14 the input file card for complete recovery in case of power failure. 15 (2) The input file card will support Dual Loop (Speed Trap) emulation, as well 16 as the following modes of operation: 17 (a) Actuation (true presence filtered by conditional alert constraints output 18 in real time with 2.5 ms resolution) 19 (b) Pulse (a single 125 ms output pulse for each vehicle) 20 (c) Presence (an output pulse corresponding to the duration of each vehicle 21 cluster in the detection zone with a resolution of 2.5 ms) 22 (d) Single Loop Speed (duration of the pulse corresponds directly to the 23 speed of the vehicle, speed (mph) = 13.64/duration in seconds) 24 (3) The input file card will receive data packets over an RS-485 bus at any of 25 the following baud rates: 9600, 19200, 38400, 57600 and 115200. Also, 26 the input file card will auto -baud and auto -detect a detector over wired and 27 wireless communication channels that have a maximum latency of 500 ms. 28 (4) The input file card will comply with the NEMA TS2-1998 Traffic 29 Controller Assemblies with NTCIP Requirements, Section 2.8 30 specification. Documentation and results of the NEMA TS2-1998 test will 31 be provided. 32 (5) The input file card will also provide failsafe operation, so that in the event 33 of failure of communication from the sensor, a constant call will be placed 34 on all contact closure channels. 35 (6) The input file card will comply with the EN 61000-4-5 Class 4 lightning 36 surge protection test specification. Documentation and results of the EN 37 61000-4-5 Class 4 test will be provided. 38 k) FCC 39 (1) Each detector will be Federal Communications Commission (FCC) 40 certified under CFR 47, Part 15, section 15.245 as a field disturbance 41 sensor, or section 15.249 as an intentional radiator. This certification wiII 42 be displayed on an external label on each device according to the rules set 43 out by the FCC. 44 (2) The detector will transmit in the 10.50 — 10.55 GHz or 24.00 24.25 GHZ 45 frequency band and will meet the power transmission requirements 46 specified under sections 15.245 and 15,249 of CFR 47. 47 (3) The manufacturer will provide documentation proving compliance to all 48 FCC specifications. 49 c. Radar Detection Cable CITY OF FORT WORT14 Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10-46 TRAFFIC SIGNALS Page 46 of I04 1 1) The cable end connector shall meet the MIL-C-26482 specification and shall be 2 designed to interface with the appropriate MIL-C-26482 connector. 3 2) The connector back shell shall be an environmentally sealed shell that offers 4 excellent immersion capability. 5 3) All conductors that interface with the connector shall be encased in a single jacket, 6 and the outer diameter (O.D.) of this jacket shall be within the back shell's cable 7 O.D. range to ensure proper sealing. 8 4) The back shell shall have a strain relief with enough strength to support the cable 9 slack under extreme weather conditions. 10 5) The cable shall conform to the following specifications: 11 6) The RS-485 conductors shall be a twisted pair. 12 7) The RS-485 conductors shall have nominal capacitance conductor to conductor of 13 less than 71pF/Ft at 1 KHz. 14 8) The RS-485 conductors shall have nominal conductor DC resistance of less than 15 16.5 ohms/ (304.8 in) at 68°F (20°C). 16 9) The power conductors shall be one twisted pair with nominal conductor DC 17 resistance of less than 11.5 ohms/ (304.8 m) at 68°F (20°C). 18 10) Each wire bundle or the entire cable shall be shielded with an aluminum/mylar 19 shield with a drain wire. 20 11) The wire shall be a single continuous home -run cable with no splices allowed and 21 terminated only in the junction box provided by the manufacturer and in the traffic 22 signal cabinet at the other end. 23 12) The cable O.D. shall not exceed 0.4 inches. 24 13) The cable length shall not exceed 2000 feet for the operational baud rate of RS-485 25 communications (9.6 Kbps). 26 14) If 12 VDC is being supplied for the detector then the cable length shall not exceed 27 90 feet. 28 15) If 24 VDC is being supplied for the detector then the cable length shall not exceed 29 500 feet. 30 16) Both communication and power conductors can be bundled together in the same 31 cable as long as the above -mentioned conditions are met. 32 6. Hybrid VehicIe Detection System and Cable 33 a. The product bid shall be the Iteris Vantage Vector HybridTM system, or approved 34 equivalent, and shall meet the following specifications. 35 b. The multi -sensor system shall utilize two different sensors of different technologies, 36 video imaging and radar, to detect and track licensed and unlicensed vehicles at 37 distances up to 600 feet. 38 c. The sensor system shall fuse vehicle information from the two sensors to provide 39 highly accurate and precise detection for special or advanced applications. 40 d. The multi -sensor system shall use a primary detector rack mounted processor to 41 interface with the traffic control cabinet. The module shall process information from 42 both video imaging and radar sensors simultaneously in real-time. 43 c. System configurations 44 1) The multi -sensor detection system (MSDS) shall consist of up to two video 45 cameras and radar units, detection processors (DP) capable of processing from one 46 to two intersection approaches, output extension modules, surge suppressors, a 47 setup tool and a pointing device. 48 2) Available system configurations CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 47 TRAFFIC SIGNALS Page 47 of 104 1 a) The MSDS will be deployed at locations where site conditions and roadway 2 geometry vary. The MSDS system may also be deployed at locations where 3 existing cabinets or equipment exist. Existing site configurations will dictate 4 the availability of cabinet space and MSDS usage. 5 b) The proposed MSDS shall be available in various configurations to allow 6 maximum deployment flexibility. Each configuration shall have an identical 7 user interface for system setup and configuration. The communications 8 protocol to each configuration shall be identical and shall be hardware platform 9 independent. The proposed MSDS shall have multiple configurations available 10 for deployment as described in Table 1, I 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 Table 1. MSDS Configuration No. of Description Multi- No. Video Mounting Power Supply Sensor Outputs Configuration Requirements Inputs Rack Mount 12 or 24 VDC Single -Channel 1 1 (Type 170 or power From Rack Mounted NEMA TS-1, Rack TS-2 Racks) Rack Mount 12 or 24 VDC Dual -Channel 2 1 (Type 170 or power From Rack Mounted NEMA TS-1, Rack TS-2 Racks) f. System software 1) The system shall include software that detects vehicles in multiple lanes. Video imaging detection zones shall be defined using only an oil board video menu and a pointing device to place the zones on a video image. Up to 24 video detection zones per camera view shall be available. Two additional trigger zones for the radar sensor shall be available and be configurable by using the same system setup menu on the DP. A separate computer shall not be required to program the detection zones. A portable setup tool shall be available for sensor alignment and adjustment of camera's field of view and focus. g. Materials 1) Multi -Sensor Deflection System Hardware a) The MSDS hardware shall consist of the following four elements: (1) Video imaging camera sensor (2) Radar sensor (3) Sensor data combiner (4) Detection processor b) The MSDS shall be made in the U.S.A. in compliance with FTA "Buy America" regulations. 2) Video Imaging Camera Sensor a) To accommodate deployment flexibility, the MSDS camera sensor shall be compatible will all DP platforms identified in Table 1, The MSDS camera sensor shall be supplied by the MSDS manufacturer. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 48 TRAFFIC SIGNALS Page 48 of 104 I b) The advanced camera enclosure shall utilize Indium Tin Oxide (ITO) 2 technology for the heating element of the front glass. The transparent coating 3 shall not impact the visual acuity and shall be optically clear. 4 c) Cable terminations at the data combiner for video and power shall not require 5 crimping or special tools. 6 d) The camera sensor shall allow the user to set the focus and field of view via 7 Wi-Fi connectivity. 8 e) The camera shall produce a useable video image of the bodies of vehicles 9 under all roadway lighting conditions, regardless of time of day. The minimum I0 range of scene luminance over which the camera shall produce a useable video 11 image shall be the minimum range from nighttime to daytime, but not less than 12 the range 1.0 lux to 10,000 lux. 13 f) The camera electronics shall include automatic gain control (AGC) to produce 14 a satisfactory image at night. 15 g) The imager luminance signal to noise ratio (SIN) shall be more than 50 dB with 16 the automatic gain control (AGC) disabled. 17 h) The imager shall employ three dimensional dynamic noise reduction (3D- 18 DNR) to remove unwanted image noise. 19 i) The camera imager shall employ wide dynamic range (WDR) technology to 20 compensate for wide dynamic outdoor lighting conditions. The dynamic range 21 shall be greater than 100 dB. 22 j) The camera shall be digital signal processor (DSP) based and shall use a CCD 23 sensing element and shall output color video with resolution of not less than 24 550 TV lines. 25 k) The camera sensor shall include an electronic shutter control based upon 26 average scene Iuminance and shall be equipped with an auto -iris lens that 27 operates in tandem with the electronic shutter. The electronic shutter shall 28 operate between the ranges of 1/1 to 1/10,000th second. 29 1) The camera sensor shall utilize automatic white balance. 30 m) The camera sensor shall include a variable focal length lens with variable focus 31 that can be adjusted, without opening up the camera housing, to suit the site 32 geometry by means of a portable interface device designed for that purpose and 33 manufactured by the detection system supplier. 34 n) The horizontal field of view shall be adjustable from 4.6 to 53.6 degrees. This 35 camera configuration may be used for the majority of detection approaches in 36 order to minimize the setup time and spares required by the user. The lens 37 shall be a 12x zoom lens with a focal length of 3.7mm to 44.Omm. 38 o) The lens shall also have an auto -focus feature with a manual override to 39 facilitate ease of setup. 40 p) The camera shall incorporate the use of preset positioning that store zoom and 41 focus positioning information. The camera shall have the capability to recall 42 the previously stored preset upon application of power. 43 q) The camera shall be housed in a weather -tight sealed enclosure conforming to 44 IP-67 specifications. The housing shall allow the camera to be rotated to allow 45 proper alignment between the camera and the traveled road surface. 46 r) The camera enclosure shall be equipped with a sunshield. The sunshield shall 47 include a provision for water diversion to prevent water from flowing in the 48 camera's field of view. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 49 TRAFFIC SIGNALS Page 49 of 104 1 s) The camera enclosure shall be design so that the pan, tilt and rotation of the 2 camera assembly can be accomplished independently without affecting the 3 other settings. 4 t) The camera enclosure shall include a proportionally controlled Indium Tin 5 Oxide heater design that maximizes heat transfer to the lens. The output power 6 of the heater shall vary with temperature, to assure proper operation of the lens 7 functions at Iow temperatures and prevent moisture condensation on the optical 8 faceplate of the enclosure. 9 u) The glass face on the front of the enclosure shall have an anti -reflective coating I0 to minimize light and image reflections. 11 v) When mounted outdoors in the enclosure, the camera shall operate in a 12 temperature range from -34 °C to +74 °C and a humidity range from 0% RH to 13 100% R14. Measurement of satisfactory video shall be based upon DP system 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 47 48 49 operation. w) The camera sensor shall acquire its power from the sensor data combiner. x) Recommended camera placement height shall be 18-33 feet (or 6-10 meters) above the roadway, and over the traveled way on which vehicles are to be detected. For optimum detection the camera should be centered above the traveled roadway. The camera shall view approaching vehicles at a distance not to exceed 350 feet for reliable detection (height to distance ratio of 10:100). Camera placement and field of view (FOV) shall be unobstructed and as noted in the installation documentation provided by the supplier. y) The video signal shall be fully isolated from the camera enclosure and power cabling z) A weatherproof protective cover shall be provided to protect all terminations at the camera. 3) Radar Sensor a) The radar sensor shall operate in the 24 GHz frequency band and shall operate on 1 of 7 available enumerated channels that is user selectable. b) The radar detection range shall be 600 feet minimum, +/- 5%. c) The radar sensor shall be able to track up to 20 independent objects simultaneously. d) Object speed detection shall be within a range of 0 to 150 miles per hour +/- 1.0 miles per hour. e) The radar sensor shall be able to detect vehicles in 1 to 4 traffic lanes. f) The radar sensor shall be housed in a weather -tight scaled enclosure conforming to IP-67 specifications. The housing shall allow the radar to be adjusted to allow proper alignment between the sensor and the traveled road surface. g) When mounted outdoors in the enclosure, the radar shall operate in a temperature range from -34 °C to +74 'C and a humidity range from 0% RH to 100% RH. h) The radar sensor shall communicate with the sensor data combiner. i) The radar sensor shaII acquire its power from the sensor data combiner. 4) Multi -Sensor Assembly a) Both camera and radar sensors shall be housed in an overall, single enclosure assembly. b) The overall size of the multi -sensor enclosure shall not exceed 14 inches x 15 inches x 17 inches. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 50 TRAFFIC SIGNALS Page 50 of 104 1 c) The overall weight of the multi -sensor unit shall not exceed 1 I pounds. 2 d) The effective projected area (EPA) shall not exceed 2.0 square feet. 3 e) The maximum power consumption for the multi -sensor assembly shall be less 4 than 10 watts typical, 20 watts peak. 5 5) Sensor Data Combiner 6 7 a) 8 b) 9 c) 10 11 I2 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 47 A sensor data combiner that combines sensor information from both video and radar sensors shall be employed. The sensor data combiner shall supply primary power to each sensor unit. The sensor data combiner shall facilitate digital communications between the sensor data combiner and each of the sensor units. The sensor data combiner shall get its primary power from an AC power source using industry standard 3-conductor cabling. The sensor data combiner shall communicate with the detection processor using a single coax cable. Both video imaging and radar data shall use the single coax cable. The sensor data combiner shall also employ industry standard Wi-Fi connectivity for remote sensor system setup using a mobile programming device such as a netbook or tablet computer. Video camera and radar sensor shall be able to be configured independently. The sensor data signal shall be fully isolated from the mechanical enclosure and power cabling h) Cable terminations at the sensor data combiner shall not require crimping tools. i) The sensor data combiner shall be housed in a weather -tight sealed enclosure conforming to IP-67 specifications. 6) Detector Processor (DP) a) Each sensor input shall accept RS170 (NTSC) or CCIR (PAL) signals from an external video source. The interface connector shall be BNC type and shall be located on the front of the processing unit. The sensor input shall have the capability to be terminated into 75-ohms or high impedance (Hi-Z) using dip switches or software control from the user menu. The sensor input shall also facilitate the data from the radar sensor. b) A LED indicator shall be provided to indicate the presence of the sensor signal. The LED shall illuminate upon valid sensor synchronization and turn off when the presence of a valid sensor signal is removed. c) One video output shall be provided. The video output shall be RS170 or CCIR compliant and shall pass through the input video signal. d) For multi -channel video input configurations, a momentary push-button shall be provided on the front panel to cycle through each input video channel. In the absence of a valid sensor signal, the channel shall be skipped and the next valid sensor signal shall be switched. The real time video output shall have the capability to show text and graphical overlays to aid in system setup. The overlays shall display real-time actuation of detection zones upon vehicle detection or presence. Overlays shall be able to be turned off by the user. Control of the overlays and sensor switching shall also be provided through the serial communications port. The video output interface connector shall be positive locking BNC type. Friction type (e.g. RCA type) connectors shall not be allowed. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 51 TRAFFIC SIGNALS Page 51 of 104 1 e) A serial communications port shall be provided on the front panel. The serial 2 port shall compliant with EIA232 electrical interfaces and shall use a DB9 type 3 connector mounted on the front panel of the DP. The serial communications 4 interface shall allow the user to remotely configure the system and/or to extract 5 calculated vehicle/roadway information. The interface protocol shall be 6 documented or interface software shall be provided. The interface protocol 7 shall support multi -drop or point-to-multipoint communications. Each MSDS 8 shall have the capability to be addressable. The DP shall support data rates of 9 1200 bps to 230,400 bps, inclusive. 10 f) Open collector (contact closure) outputs shall be provided. Four (4) open I I collector outputs shall be provided for the single or dual channel rack -mount 12 configuration. Additionally, the DP shall allow the use of extension modules 13 to provide up to 24 open collector contact closures per camera input. Each 14 open collector output shall be capable of sinking 30 mA at 24 VDC. Open 15 collector outputs will be used for vehicle detection indicators as well as 16 discrete outputs for alarm conditions. The DP outputs shall be compatible with 17 industry standard detector racks assignments. 18 g) Logic inputs such as delay/extend or delay inhibit shall be supported through 19 the appropriate detector rack connector pin or front panel connector in the case 20 of the I/O module. For DPs and extension modules, 4 inputs shall be supported 21 via detector rack interface. The 1/0 module shall accommodate eight (8) inputs 22 through a 15-pin "D" connector. 23 h) Detection status LEDs shall be provided on the front panel. The LEDs shall 24 illuminate when a contact closure output occurs. Rack -mounted detection 25 processors shall have a minimum of four (4) LEDs. Rack -mounted extension 26 modules shall have two (2), four (4) or eight (8) LEDs (depending upon 27 extension module type) to indicate detection. 28 i) The front panel of the DP shall have detector test switches to allow the user to 29 manually place calls on each DP output channel. The test switch shall be able 30 to place either a constant call or a momentary call depending on the position of 31 the switch. 32 j) A USB mouse port shall be provided on the front panel of the rack mount 33 detection processing unit. The mouse port shall not require special mouse 34 software drivers. The mouse port shall be used as part of system setup and 35 configuration. A mouse shall be provided with each detection processor. 36 k) Extension modules shall be connected to the DP by an 8-wire twisted -pair 37 cable with modular RJ45 connectors. DP and EM communications shall be 38 accommodated by methods using differential signals to reject electrically 39 coupled noise. 40 1) Extension modules (EM) shaIl be available to eliminate the need of rewiring 41 the detector rack, by enabling the user to plug an extension module into the 42 appropriate slot in the detector rack to provide additional open collector 43 outputs. The extension module shall be available in both 2 and 4 channeI 44 configurations. EM configurations shall be programmable from the DP. A 45 separate 1/0 module with 32 outputs through a 37-pin "D" connector on the 46 front panel and 8 inputs through a 15-pin "D" connector using an external wire 47 harness for expanded flexibility shall also be available. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 52 TRAFFIC SIGNALS Page 52 of 104 1 m) The DP and EM shall be specifically designed to mount in a standard detector 2 rack, using the edge connector to obtain power, provide contact closure outputs 3 and accept logic inputs (e.g. delay/extend). No adapters shall be required to 4 mount the DP or EM in a standard detector rack. Detector rack rewiring shall 5 not be required. 6 n) The DP shall utilize non-volatile memory technology to store on -board 7 firmware and operational data. 8 o) The DP shall enable the loading of modified or enhanced software through the 9 EIA232 or USB port (using a USB thumb drive) and without modifying the DP 10 hardware. 11 p) The DP and EM shall be powered by 12 or 24 volts DC. DP and EM modules 12 shall automatically compensate for either 12 or 24 VDC operation. DP power 13 consumption shall not exceed 7.5 watts. The EM power consumption shall not 14 exceed 3 watts. 15 q) The DP shaII operate satisfactorily in a temperature range from -34 °C to +74 16 °C and a humidity range from 0%RH to 95%RH, non -condensing as set forth 17 in NEMA specifications. 18 r) An Edco CX-06M video surge suppresser shall be provided for each sensor 19 input. The surge suppresser shall be appropriately grounded to the cabinet 20 ground rod using 14 AWG minimum. 21 7) System Software 22 a) Detection zones shall be programmed via an on board menu displayed on a 23 video monitor and a pointing device connected to the DP. The menu shall 24 facilitate placement of detection zones and setting of zone parameters or to 25 view system parameters. A separate computer shall not be required for 26 programming detection zones or to view system operation. 27 b) The DP shall store up to three different detection zone patterns in non-volatile 28 memory. The DP can switch to any one of the three different detection patterns 29 within I second of user request via menu selection with the pointing device. 30 Each configuration shall be uniquely labeled and able to be edited by the user 31 for identification. The currently active configuration indicator shaII be 32 displayed on the monitor. 33 c) The DP shall detect vehicles in real time as they travel across each detection 34 zone. 35 d) The DP shall accept new detection patterns from an external computer through 36 the EIA232 port when the external computer uses the correct communications 37 protocol for downloading detection patterns. A WindowsTM-based software 38 designed for local or remote connection and providing video capture, real-time 39 detection indication and detection zone modification capability shall be 40 provided with the system. 41 e) The DP system shall have the capability to automatically switch to any one of 42 the stored configurations based on the time of day which shall be 43 programmable by the user. 44 f) The DP shall send its detection patterns to an external computer through the 45 EIA232 port when requested when the external computer uses the appropriate 46 communications protocol for uploading detection patterns. 47 g) The DP shall default to a safe condition, such as a constant call on each active 48 detection channel, in the event of unacceptable interference or loss of the 49 sensor signal. CITY OF PORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised Marcb 16, 2017 3441 10 - 53 TRAFFIC SIGNALS Page 53 of 104 1 h) The system shall be capable of automatically detecting a low -visibility 2 condition such as fog and respond by placing all effected detection zones in a 3 constant call mode. A user -selected alarm output shall be active during the 4 low -visibility condition that can be used to modify the controller operation if 5 connected to the appropriate controller input modifier(s). The system shall 6 automatically revert to normal detection mode when the low -visibility 7 condition no Ionger exists. 8 i) Up to 24 detection zones per camera input shall be supported and each 9 detection zone can be sized to suit the site and the desired vehicle detection 10 region. 11 j) The DP shall support 2 independent trigger points for radar outputs for 12 dilemma zone applications. 13 k) The DP shall provide up to 24 open collector output channels per sensor input 14 using one or more extension modules. 15 1) A single detection zone shall be able to replace multiple inductive loops and 16 the detection zones shall be Wed as the default or may be AND'ed together to 17 indicate vehicle presence on a single approach of traffic movement. 18 m) Placement of detection zones shall be done by using only a pointing device, 19 and a graphical interface built into the DP and displayed on a video monitor, to 20 draw the detection zones on the video image from each video camera. No 21 separate computer shall be required to program the detection zones. 22 n) When a vehicle is detected within a detection zone, a visual indication of the 23 detection shall activate on the video overlay display to confirm the detection of 24 the vehicle for the zone. 25 o) Detection shall be at least 98% accurate in good weather conditions, with slight 26 degradation possible under adverse weather conditions (e.g. rain, snow, or fog) 27 which reduce visibility. 28 p) Detection accuracy is dependent upon site geometry, camera placement, 29 camera quality and detection zone Iocation, and these accuracy levels do not 30 include allowances for occlusion or poor video due to camera location or 31 quality. 32 q) The DP shall provide dynamic zone reconfiguration (DZR). DZR enables 33 normal operation of existing detection zones when one zone is being added or 34 modified during the setup process. The new zone configuration shall not go 35 into effect until the configuration is saved by the operator. 36 r) Detection zone setup shall not require site specific information such as latitude 37 and longitude to be entered into the system. 38 s) The DP shall process the video input from each camera at 30 frames per 39 second. Multiple camera processors shall process all video inputs 40 simultaneously. 41 t) The DP shall output a constant call during the background learning period of 42 no more than 3 minutes. 43 u) Detection zone outputs shall be configurable to allow the selection of presence, 44 pulse, extend, and delay outputs. Timing parameters of pulse, extend, and 45 delay outputs shall be user definable between 0.1 to 25.0 seconds. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 54 TRAFFIC SIGNALS Page 54 of 104 1 v) Up to six video detection zones per sensor input shall have the capability to 2 count the number of vehicles detected. The count value shall be internally 3 stored for later retrieval through the EIA232 port. The zone shall also have the 4 capability to calculate and store average speed and lane occupancy at bin 5 intervals of 10 seconds, 20 seconds, 1 minute, 5 minutes, 15 minutes, 30 6 minutes and 60 minutes. One radar sensor zone shall also count vehicles, 7 calculate, and store the average speed and lane occupancy across the approach. 8 w) In addition to the count type zone, the DP shall be able to calculate and/or 9 acquire average speed and lane occupancy using both video and radar sensors. 10 These values shall be stored in non-volatile memory for later retrieval. 11 x) The DP shall have an "advance" zone type where detection outputs to the 12 traffic controller is compensated for angular occlusion and distance. 13 y) The DP shall employ color overlays on the video output. 14 z) The DP shall have the ability to show phase status (green, yellow, or red) for 15 up to 8 phases. These indications shall also be color coded. 16 aa) The user shall have the ability to enable or disable the display of the phase 17 information on the video output. 18 bb) The DP shall have the capability to change the characteristics of a detection 19 zone based on external inputs such as signal phase. Each detection zone shall 20 be able to switch from one zone type (i.e. presence, extension, pulse, etc.) to 21 another zone type based on the signal state. For example, a zone may be a 22 "count" zone when the phase is green but change to a "presence" zone type 23 when the phase is not green. 24 cc) Another application would be zone type of "extension" when the signal phase 25 is green and then "delay" when red. 26 dd) For alpha numeric user inputs, the DP shall utilize a virtual keyboard on the 27 video overlay system to ease user input. The virtual keyboard shall use the 28 standard QWERTY keyboard layout. 29 ee) The DP shall aid the user in drawing additional detection zones by 30 automatically drawing and placing zones at appropriate locations with only a 31 single click of the mouse. The additional zone shall utilize geometric 32 extrapolation of the parent zone when creating the child zone. The process 33 shall also automatically accommodate lane marking angles and zone overlaps. 34 ff) When the user wishes to modify the location of a zone, the DP shall allow the 35 user move a single zone, multiple zones or all zones simultaneously. 36 gg) When the user wishes to modify the geometric shape of the zone, the DP shall 37 allow the user to change the shape by moving the zone corner or zone sides. 38 hh) On screen zone identifiers shall be modifiable by the user. The user shall be 39 allowed to select channel output assignments, zone type, input status, zone 40 labels or zone numbers to be the identifier. 41 ii) For multiple camera input DPs, the user shall have the ability to enable 42 automatic video output switching. The dwell time for each sensor input shall 43 be user programmable. 44 jj) For radar sensor zones, the output can be triggered by presence of a vehicle 45 only or by presence of a vehicle above a user -defined speed threshold. 46 7. Vehicle Detector Loops (Sawcat) 47 a. Detector Loop Wire CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 55 TRAFFIC SIGNALS Page 55 of 104 1 1) Use stranded copper No. 12 AWG XHHW cross-linked-thermosetting- 2 polyethylene insulated conductor rated for 600 volts CA for vehicle detector loop 3 wire. 4 b. Detector Lead -In Cable 5 1) Loop detector lead-in cable shall be a single 2 conductor No. 12 AWG, shielded 6 cable. 7 2) 1 cable shall service each loop where practical. 8 c. Sealant 9 1) Use sealant for the vehicle detector loops in accordance with TxDOT DMS-6340, 10 "Vehicle Loop Wire Sealant." 11 8. Emergency Vehicle Preemption Equipment and Cable 12 a. The product bid shall be the OpticomTM system by Global Traffic Technologies, or 13 approved equal, and shall meet the following specifications. 14 b. Provide new, corrosion resistant materials. 15 c. Emergency Preemption Phase Selector 16 1) Shall be a plug-in two channel, dual priority, encoded signal device. 17 2) Shall have the capability to be installed directly into the input file of Type 170 18 traffic controllers equipped with priority phase selection software. 19 3) Shall recognize and discriminate among three distinct emitter frequency rates via 20 Emergency Preemption Detectors: Command Priority, Advantage Priority and 21 probe vehicles. 22 4) When Emergency Preemption Detector signals are recognized as a valid call, the 23 Emergency Preemption Phase Selector shall cause the signal controller to advance 24 to and/or hold the desired traffic signal display. This is accomplished by utilizing 25 Emergency Preemption Phase Selector circuitry in conjunction with normal 26 internal controller functions. 27 5) The Emergency Preemption Phase Selector shall be capable of assigning priority 28 traffic movement to one of two channels on a first come, first serve basis. Each 29 channel shall be connected to select a particular traffic movement from those 30 normally available within the controller. 31 6) Once a call is recognized, "commit to green" circuitry in the Emergency 32 Preemption Phase Selector shall function so that the desired green indication will 33 be obtained even if optical communication is lost. After serving a priority traffic 34 demand, the Emergency Preemption Phase Selector shall release the controller to 35 follow normal sequence operation. 36 7) The phase selector shall not change the timing of the following intervals for any 37 normal controller phase: minimum green, walk, pedestrian clearance, yellow 38 change, or red clearance. 39 8) Emergency Preemption Phase Selector shall also have the following features: two 40 auxiliary detectors per channel, compatible with encoded signal and non -encoded 41 emitters, computer -based interface (RS232 communications front port, and rear 42 backplane, customizable 1D code validation), crystal controlled circuitry, optically 43 isolated outputs, front panel switches and diagnostic indicators for testing, and 44 multi -function test switch. 45 9) Phase selector shall be powered from AC mains and shall provide 24-volt DC 46 output for its associated detectors. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 56 TRAFFIC SIGNALS Page 56 of 104 1 10) Emergency Preemption Phase Selector shall utilize solid state and relay circuitry to 2 interface between the Emergency Preemption Detector and the traffic signal 3 controller. 4 11) Emergency Preemption Phase Selector shall supply power to and receive electrical 5 signals from the Emergency Preemption Detector. 6 12) Emergency Preemption Phase Selector shall be tested to NEMA electrical test 7 specifications. 8 13) Emergency Preemption Phase Selector shall operate at a voltage range of 89 to 135 9 VAC +10% and 60Hz + 31-1z. 10 14) Provide equipment that is not affected by the transient voltages, surges and sags 11 normally experienced on commercial power lines. It is the Contractor's 12 responsibility to check the local power service to determine if any special design is 13 needed for the equipment. Any extra cost, if required, is subsidiary to this Item. 14 15) Install appropriate surge protectors in the cabinet for the Emergency Preemption 15 Phase Selector and Emergency Preemption Detector. 16 16) Provide equipment that meets the requirements of Sec. 2.1.6, "Transients, Power 17 Service" of the NEMA Standard TS2-1992, and/or the latest revision. 18 17) Provide all wiring to the requirements of the NEC. Cut all wires to proper Iength. 19 Provide cable slacks to facilitate removal and replacement of assemblies, panels, 20 and modules. Do not double back any wires to take up slack. Neatly lace wires into 21 cable with nylon lacing or plastic straps. Secure cables with clamps. 22 18) Provide diodes or other protective devices across the coils of all DC relays, 23 solenoids, and holding coils for transient suppression. 24 19) Furnish equipment with readily accessible, manually re-settable or replaceable 25 circuit protection devices (such as circuit breakers or fuses) for equipment and 26 power source protection. 27 20) Design the equipment such that the failures of the equipment shall not cause the 28 failure of any other unit of equipment. 29 21) Equipment furnished shall be modular in design to allow major portions to be 30 readily replaced in the field. 31 22) Emergency Preemption Phase Selector shall have mechanically key modules of 32 unlike functions to prevent insertion into the wrong socket or connector. 33 23) Clearly identify all modules and assemblies with name, model number, serial 34 number, and any other pertinent information required to facilitate equipment 35 maintenance. 36 24) A card rack shall be supplied with every Emergency Preemption Phase Selector. 37 a) Shall be a metallic enclosure with a dedicated card slot for one phase selector 38 with either two or four channel units. 39 b) The front panel of the card rack shall include a terminal strip for connecting the 40 detectors, as well as a 9-pin circular connector and harness to connect the phase 41 selector's inputs and outputs. 42 e) The card rack shall be subsidiary to the Emergency Preemption Phase Selector. 43 d. Emergency Preemption Detector 44 1) Furnish Emergency Preemption Detector that shall seamlessly operate with the 45 vehicle emitters used in the project area. 46 2) Detector shall transform the optical energy detected from an approaching, vehicle 47 mounted emitter to an electrical signal. The electrical signal shall be transmitted 48 along an Emergency Preemption Detector Cable to the Emergency Preemption 49 Phase Selector for processing. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March I6, 2017 3441 10 - 57 TRAFFIC SIGNALS Page 57 of 104 1 3) Detectors shall permit a direct, unobstructed line -of -sight to vehicle approaches. 2 4) Detector shall have a cone of detection of not more than 13 degrees. The 3 Emergency Preemption Detector and/or Emergency Preemption Phase Selector 4 shall not sense a pre-emption signal from an emitter outside this cone. 5 5) Detector shall have solid state circuitry and advanced electrical transient immunity. 6 6) Detectors shall have a range of 200 feet and is adjustable up to 2,500 feet. 7 7) Detector shall operate at an electrical voltage of 24 to 28 VDC, 50 MA minimum. 8 8) Detectors shall operate at a temperature range of -30 degrees F to 165 degrees F. 9 9) Detector shall include mounting hardware, as specified, for mast arm mounting, 10 span wire mounting, pole -side mounting, mounting on top of a signal head, or 11 mounting on top of a pipe or pedestal. 12 10) Detector shall have an adjustable turret configuration to accommodate skewed 13 approaches. 14 11) Detector housing shall be of light weight, durable, high -impact polycarbonate 15 material having stainless steel and brass fittings. 16 12) Detector shall operate at a humidity of 5% to 95% relative. 17 e. Emergency Preemption Detector Cable 18 1) Shall be Model 138 OpticomTM cable, or approved equivalent, and shall be 19 compatible with all other equipment used in this specification. 20 2) Cable shall be individually tinned copper strand three -conductor cable with yellow, 21 orange, and blue conductor wires. It shall also have a bare shield drain wire. 22 3) Cable shall be AWG #20 (7x28), stranded with conductor insulation of 600 volt, 23 75°C (167°F). 24 4) Cable shall have a DC resistance not to exceed 11.0 ohms per 1000 ft. 25 5) The capacitance from one conductor to other 2 conductors and shield shall not 26 exceed 48 pi/ft. 27 6) Cable jacket shall be rated for 600 volts, 80 degrees C (176 degrees F), and 28 minimum average wall thickness of 0.045 in. 29 7) Finished O.D. of 0.3 in. maximum. 30 9. Battery back-up (BBU) System for Signal Cabinets 31 a. The product bid shall be the Alpha FXM 2000 model, or approved equivalent, and shall 32 meet the following specifications. 33 b. Functionality 34 1) Standby Mode 35 a) The BBU shall be provided with a standby mode. 36 b) The utility AC power shall be passed directly to the output. 37 c) The system will transfer to Backup mode at user defined, low and high cutoff 38 voltage IeveI transfer points that are adjustable between 90 and 135 VAC. 39 d) The BBU shall automatically apply a 5VAC difference for the return transfer 40 points. 41 e) When the BBU is in Standby mode (Buck/Boost Disabled), the BBU shall 42 bypass the utility line power whenever the utility line voltage is outside the 43 transfer set points (±2 VAC). 44 2) Low Restore 45 a) In cases of low or absent utility line voltage, when the utility line voltage has 46 been restored at or above 5 VAC 12 VAC of the low transfer set point for more 47 than 20 seconds, the BBU shall transfer from Backup Mode to Utility Line 48 Mode. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 58 TRAFFIC SIGNALS Page 58 of 104 1 3) High Restore 2 a) In cases of high utility line voltage, when the utility line voltage has been 3 restored at or above 5 VAC �L2 VAC of the high transfer set point for more 4 than 20 seconds, the BBU shall transfer from Backup Mode to Utility Line 5 Mode. 6 4) Buck/Boost Line — Interactive Mode 7 a) The BBU shall include Buck/Boost Functionality. 8 b) The Buck/Boost mode shall have a minimum range of 90-150 VAC. 9 c) There shall not be any user definable transfer set points for the buck boost 10 mode. 11 d) Whenever Buck/Boost mode is selected, the output of the system shall be 12 regulated between 100-130VAC. 13 e) When the output of the system can no longer be maintained with this range, the 14 BBU shall transfer to Backup Mode. 15 5) Line Qualify Time 16 a) The BBU shall have a user definable line qualify time. 17 b) The user shall be able to select a minimum of three (3) possible settings. 18 c) The minimum setting shall be 3, 20, and 30 seconds. 19 d) The default line qualify time shall be 30 seconds. 20 6) Battery Charger 21 a) The BBU shall have an integral charger. 22 b) The charger shall be a 3-step charger using bulk, absorption and float charging 23 techniques, appropriate for the battery type. 24 c) The integral 3-Step Charger shall use temperature compensation. 25 d) The charging system shall compensate over a range of 2.5-4.OmV/°C per cell. 26 e) A temperature probe which plugs into the front panel of the BBU shall be used 27 to monitor the internal temperature of the batteries. 28 f) The Temperature sensor shall be of sufficient length to properly reach the 29 center battery and yet not too long to cause an inaccurate reading. 30 g) The batteries shall not be recharged whenever the battery temperature exceeds 31 50°C. 32 h) The recharge time for the batteries from "protective low -cutoff' to 80 percent 33 or more of full charge capacity shall not exceed 12 hours. 34 c. Operation 35 1) The BBU system shall provide the following operational modes when operating on 36 battery power. full operation of all traffic signal devices, flash operation, and 37 combination of full and flash operation. 38 2) The BBU shall provide a minimum of 2.0 hours of full time operation and 3.0 of 39 flash operation for a traffic signal utilizing LED only vehicle and pedestrian 40 indications. 41 3) The BBU shall be compatible with all City cabinet and controller types; and all 42 cabinet components for full time operation. 43 4) The BBU shall provide a minimum of 150OW/1800VA@25°C active output 44 capacity with 85 percent minimum inverter efficiency. 45 5) When operating in backup mode, the BBU output shall be 120VACf5VAC, pure 46 sine wave output, <3%THD, 60Hz+ 0.05 Hz. 47 6) The BBU DC system voltage shall be 48VDC. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 59 TRAFFIC SIGNALS Page 59 of 104 1 7) The maximum transfer time allowed, from disruption of normal utility line voltage 2 to stabilized inverter line voltage from batteries, shall be 40 milliseconds (ms). The 3 same maximum allowable time shall also apply when switching from the inverter 4 line voltage to utility -line voltage. Transfers to and from battery operation shall not 5 interfere with the operation of the other equipment in the intersection. 6 8) The BBU and all components shall operate without performance degradation over a 7 temperature range of -37°C to +74'C. Additionally, all components and parts used 8 shall, at the minimum, be rated for this temperature range. 9 9) In the event the AC service feeding the BBU is severed, or there is a utility 10 blackout, the AV voltage measured at the AC inputs to the BBU (line to neutral) 11 shall be less than I VAC. 12 10) The BBU shall have lightning surge protection compliant with IEEE/ANSI C.62.41 13 and must be able to withstand 2000 volt surges applied 50 times across line and 14 neu.tral, These surges shall not cause the BBU to transfer to Backup mode. I5 11) The AC input and output shall be panel mounted plug/receptacles that allow no 16 possibility of accidental exposure to dangerous voltages. The AC Input shall be a 17 male receptacle and the AC Output shall be a female receptacle. The receptacles 18 shall utilize some form of locking mechanism or hold down clamps that prevent 19 accidental disconnects. 20 12) The DC connection shall be a recessed one or two pieces Anderson Style 21 receptacle. 22 13) The Power Transfer relay control and the battery temperature sense inputs shall be 23 heavy duty panel -mounted style connectors. 24 14) All connections shall provide mechanically and electrically secure connections 25 without the use of a screwdriver. The only exception is the Relay Terminal Block. 26 15) The BBU must be able to shut down in order to protect against internal damage in 27 the event of an overload at the output. 28 16) The BBU shall provide a time -of -day schedule. The time -of -day schedule shall 29 allow the user to schedule operational modes. 30 17) The BBU shall automatically change operational modes based on the time -of -day 31 schedule. 32 18) The BBU shall not switch from Flash Operation to Full Operation mode when the 33 remaining battery capacity is <40 percent. 34 19) The BBU shall prevent a malfunction feedback to the cabinet or from feeding back 35 to the utility service. In the event of BBU failure (inverter/charger or battery) or 36 complete battery discharge, the power transfer relay shall revert to Normally 37 Closed (de -energized) state where utility line power is connected to the cabinet. 38 20) The BBU shall initiate an automatic shutdown when battery output reaches 39 42DVC. 40 21) The BBU shall be equipped with an integral system to prevent the battery from 41 destructive discharge or overcharge. 42 d. Power Transfer Switch 43 1) Rating 44 a) The BBU shall include a Power Transfer Switch rated at 120VAC/50 amps 45 minimum. 46 2) Manual Bypass Switch 47 a) The Power Transfer Switch shall include a manual bypass switch. Placing the 48 manual bypass switch in "Bypass" mode shall cut AC power to the 49 Inverter/charger and route it directly to the traffic signal cabinet. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 60 TRAFFIC SIGNALS Page 60 of 104 I b) In this condition, power to the inverter is disconnected, and battery power from 2 the inverter is disconnected. 3 c) The inverter can then be powered off without affecting normal intersection 4 operation. 5 d) With the inverter turned off, the batteries can be safely disconnected from the 6 inverter. 7 3) Indicator light 8 a) The Power Transfer Switch shall include a bypass indicator light that 9 automatically illuminates when the Manual bypass switch is in Bypass 10 position. 11 4) Status Relay 12 a) The Power Transfer Switch shall include a bypass status relay with normally 13 open, dry contacts that automatically close when the Manual bypass switch is 14 in Bypass position. 15 5) Power Transfer Relay 16 a) The Power Transfer Switch shall include a 50 Amp power transfer relay 17 controlled by the inverter to cause the Power Transfer Switch to switch 18 between AC power from the utility and battery power from the inverter. 19 6) Integrated Switch 20 a) The manual bypass switch and the power transfer relay shall be integrated 21 together within the Power Transfer Switch allowing the manual bypass switch 22 to be rated at 15 Amp and to be integrated with the bypass indicator light and 23 bypass status relay. 24 7) Terminal Blocks 25 a) The Power Transfer Switch shall have terminal blocks capable of accepting #6 26 AWG wiring with 46 AWG internal to the Power Transfer Switch as required 27 for 50 Amp operation. 28 e. Displays, Controls, Diagnostics and Maintenance 29 1) The BBS inverter/charger unit shall include a backlit LCD display for viewing all 30 status and configuration information. The screen shall be easily viewable in both 31 bright sunlight and in darkness. 32 2) Screen size 33 a) The screen shall be large enough to display the following information: 34 (1) Operating mode (standby, buck/boost) 35 (2) Utility input voltage 36 (3) BBU output voltage 37 (4) Charger status 38 (5) Percent battery charge 39 (6) BBU status (standby, backup, buck, boost) 40 (7) Any alarms and faults 41 3) The BBU inverter/charger unit shall include a keypad for configuring system 42 parameters and navigating system information. 43 4) Communications 44 a) The BBU shall be equipped with an industry standard RS-232 serial connection 45 for user configuration and management. 46 b) The serial port shall be an EIA-232 (DB9-Female) connector. 47 c) The BBU shall have an Ethernet cominunication interface for user 48 configuration and management. The Ethernet Port shall be an RJ-45, EIA 49 568B Pin Out Connector. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 61 TRAFFIC SIGNALS Page 61 of 104 I d) The BBU shall be include remote monitoring & alarms transmission 2 capabilities through the Ethernet R745 IP Addressable Port, using SNMP 3 protocol. Other means of communication will be considered. 4 e) All BBU configuration and System menus shall be accessible and 5 programmable from the RS-232 and Ethernet Port. 6 f) The BBU shall support TCP and UDP over IP protocol communications. 7 g) The BBU shall support FTP, Telnet, and HTTP. 8 h) The BBU shall be SNMP compliant. 9 5) Web -based interface t0 a) The BBU shall be provided with a web -based -interface for user configuration 11 and management through a web browser. 12 b) The BBU shall allow the user to do the following through the web browser: 13 (1) View logs 14 (2) Change modes of operation 15 (3) Configure email alarms 16 (4) Adjust line qualify time 17 (5) Program relay contacts 18 (6) Configure network parameters 19 6) Status LEDs 20 a) The BBU shall have discrete status LED indications on the front of the 21 inverter/charger. 22 (1) Green output LED 23 (a) This LED will be ON any time that the output of the BBU is modified, 24 either by backup Mode or by Buck/Boost Modes. 25 (2) Red fault LED 26 (a) This LED will be ON any time that there are any faults in the system. 27 (3) Yellow Alarm LED 28 (a) The LED will be ON any time that there are any alarms in the system. 29 (4) Event log 30 (a) The BBU shall maintain an event log containing a minimum of 200 of 31 the most recent events recorded by the BBU. At a minimum, the event 32 log shall record the following: date/time stamp, current operating 33 mode, what the event was. 34 (b) The Event log shall be viewable through the LCD display, EIA-232 35 port, and the Ethernet Interfaces. 36 (5) Counters 37 (a) The BBU shall keep track of the following: the number of times that 38 the unit was in backup, buck, and boost modes. 39 f Programmable Relay Contacts 40 1) The BBU shall provide the user six (6) programmable dry relay contacts. As a 41 minimum, the programmable options shall be On Battery, Low Battery, Timer, 42 Alarm, Fault, and Off. 43 2) Relay Contact Terminals 44 a) The relay contacts shall be made available on the front panel of the BBS via an 45 18-position, screw hold-down, printed circuit board mounted terminal block. 46 3) Contacts 47 a) Each relay shall have their own common and their own set of normally open 48 (NO) and normally closed (NC) terminals. The terminals for each relay shall 49 be oriented as NO-C-NC on the terminal block. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 62 TRAFFIC SIGNALS Page 62 of ] 04 1 4) Labeling 2 a) The contacts on the terminal block shall be labeled 1-18, left to right. 3 Additionally, each set of contact shall be labeled with the NO-C-NC 4 designation, as well as Cl ...C6 from left to right. All additional contacts on 5 the terminal block shall be labeled as "spare". 6 5) Rating 7 a) The relay contacts shall berated at a minimum of 1 amp @125 VAC. 8 6) Display 9 a) When a relay is energized, it shall be displayed on the LCD screen. 10 7) On Battery Relay Contact 11 a) The dry relay contacts that are configured for "on battery" shall only energize 12 when the Inverter is operating in Backup Mode. 13 8) Time Relay Contacts 14 a) The BBU shall include a timer that will energize the "timer" configured dry 15 relay contact after the user configured time has elapsed. 16 b) The timer is started when the BBU enters Backup Mode. I7 c) The user can configure the timer from 0 480 minutes in 15 minute 18 increments. 19 9) Low Battery Relay Contact 20 a) The BBU shall have an adjustable low battery relay setting. 21 b) This setting shall be adjustable so that the user can set the point at which the 22 low battery relay contact is energized. 23 g. Batteries 24 1) Provide batteries from the same manufacturer/vendor of the BBU system. 25 2) Individual batteries shall be 12V. 26 3) Batteries shall be comprised of extreme temperature, float cycle, GEL VRLA 27 (Valve Regulated Lead Acid). 28 4) Battery amp -hour rating shall be 105 amp -hour maximum. 29 5) Batteries shall be easily replaced and commercially available off the shelf. 30 6) Battery string 31 a) Batteries used for the BBU shall consist of a 4 battery string with a cumulative 32 minimum rated capacity of 210 amp -hours 33 7) Batteries shall be sized and rated to operate a 70OW load for 4 hours (normal 34 operation) followed by a 30OW load for 2 hours (flash operation) for a total of 6 35 hours. 36 8) Operating temperature 37 a) The battery system shall consist of one or more strings of extreme temperature; 38 float cycle GEL VRLA (Valve Regulated Lead Acid) batteries. 39 b) Batteries shall be certified to operate at extreme temperatures from 40°C to 40 +740C 41 9) Construction 42 a) Battery construction shall include heavy-duty, inter -cell connections for low- 43 impedance between cells, and heavy-duty plates to withstand shock and 44 vibration. 45 10) Top cover 46 a) The top cover shall use tongue and groove construction and shall be epoxied or 47 heat -sealed to the battery case for maximum strength and durability. 48 11) Ability to function CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 63 TRAFFIC SIGNALS Page 63 of I04 1 a) The battery shall function if laid on its side without leakage of chemicals and 2 be so designed. 3 b) An integral lifting handle should be provided on the batteries for ease of 4 removal/installation. 5 12) Interconnect wiring 6 a) All batteries shall be provided with the appropriate interconnect wiring and 7 corrosion -resistant mounting trays and/or brackets appropriate for the cabinet 8 into which they will be installed. 9 h. System Housing 10 1) EIA Standard 11 a) The internal cabinet shall come with installed EIA rails. 12 b) All references made to ETA rail or EIA 19" rack shal l conform to Electronic 13 Industrial Standards EIA-3I0-B, Racks, Panels, and associated equipment with 14 10-32 "Universal Spacing" threaded holes. 15 c) The BBU shall be installed in an external cabinet adjacent to or connected to 16 the Traffic Controller cabinet 17 2) Inverter/Charger Mounting 18 a) The Inverter/Charger Unit shall be shelf or rack mounted on a standard EIA 19" 19 rack. 20 3) Power Transfer Switch Mounting 21 a) The Power Transfer switch shall be mounted on EIA Rail. 22 4) Interconnect wiring 23 a) All interconnect wiring shall be provided and shall be UL Style 1015 CSA 24 TEW. 25 5) BBU replacement 26 a) The BBU equipment and batteries shall be easily replaced and shall not require 27 and special tools for installation. 28 6) The BBU inverter and batteries shall be hot swappable. There shall be no 29 disruption to the Traffic Signal when removing the inverter or batteries for 30 maintenance. 31 7) All inverter and battery connections shall be of the quick disconnect type for ease 32 of maintenance. 33 8) All necessary installation hardware (bolts, fasteners, washers, shelf angles, racks, 34 etc.) shall be included. 35 9) Cabinet shall have a cabinet white LED light that is wired to turn on when the 36 cabinet door is open. 37 10) The external cabinet shall be capable of housing batteries, inverter/charger unit, 38 power transfer switch, control panels, wiring, wiring harnesses, and all other 39 anciIlary equipment. 40 11) Cabinet Types 4I a) TYPE l: Pole mounted external cabinet (for 336 type cabinet locations) 42 b) TYPE 2: Side mounted external cabinet - Side mounted (attached to the side of 43 the model 332, 336, 350i, 352i, or 357i Cabinets) 44 c) TYPE 3: Base mounted external cabinet - Freestanding (for all type cabinet 45 locations). The base mounted external cabinet shall have a minimum 8" riser 46 for easy cable entrance. 47 12) All external cabinets shall be NEMA 3R rated. 48 13) The external cabinet shall be ventilated through the use of louvered vents, filter, 49 and one thermostatically controlled fan. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 64 TRAFFIC SIGNALS Page 64 of 104 1 a) The External fan cabinet shall be AC or DC operated from the same line output 2 of the Power Transfer Switch that supplies power to the traffic controller 3 cabinet. 4 b) A 2-postion terminal block shall be provided on the fan panel 5 14) The external cabinet shall come provided with all bolts washers, nuts, cabinet- 6 cabinet coupler fitting, shelves, wiring, and all other hardware necessary for 7 mounting and connecting the external cabinet. 8 i. Documentation 9 1) Cabinet wiring diagrams and equipment manuals must be provided for each 10 cabinet. 11 2) Detailed directions/instructions for installation, programming and maintenance for 12 each BBU unit must be included. 13 10. Multi -conductor cable 14 a. All cable shall be multi -conductor capable of operating at 600 volts maximum, and 15 suitable for use at conductor temperatures not exceeding 75 degrees C (167 degrees F). 16 b. Multi -conductor cable shall be either stranded IMSA 20-1, #14 AWG, stranded copper 17 wire. 18 c. The copper wire (before insulating) shall meet the requirements of the latest American 19 Society for Testing and Materials (ASTM) standards for uncoated wire. 20 d. Ensure fillers are non-metallic, moisture resistant, non -wicking material. 21 e. Supply cables that clearly show the name of the manufacturer and the IMSA specification 22 number applied at approximate 2 foot intervals to the outer surface of the jacket by indent 23 printing. 24 11. Power lead-in cable 25 a. Power lead-in cable shall be stranded R11W copper wire and suitable for A/C electric 26 service. 27 b. The cable shall be capable of operating at 600 volts maximum and suitable for use at 28 conductor temperatures not exceeding 167 degrees Fahrenheit (75 degrees Celsius). 29 c. Material and construction shall be in accordance with the applicable requirements of 30 IMSA and NEC standards. 31 d. Conductors shall be stranded, anneal coated copper. 32 e. Copper wire before insulating or stranding, shall meet the requirements of the latest 33 edition of ASTM B-033 (for coated wire). 34 f Stranding shall be class B, in accordance with the latest edition of ASTM B-8. 35 g. Insulation shall be THHN and comply with Federal Specification A-A-59544 and all 36 applicable ASTM standards. 37 12. Grounding conductor 38 a. The grounding conductor shall be a #8 AWG solid copper wire. 39 b. The conductor shall be bonded to all ground rods. 40 13. Ground rod 41 a. Ground rod electrodes shall be copper -bonded steel being at least 5/8 inch in diameter. 42 b. All ground rods shall be a minimum of 8 feet. 43 c. All ground rods shall be a minimum of 6 feet in ground. 44 14. Ground Boxes 45 a. All boxes shall meet all test requirements of the latest SCTE 77 "Specification of 46 Underground Enclosure Integrity" for Tier 22 applications. 47 b. Bottom edge of box or extension shall be footed with a minimum 1 '/4" flange. 48 c. Cover lift eye shall be molded with cover. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 65 TRAFFIC SIGNALS Page 65 of 104 1 d. Cover lettering shall be 1" incised letters reading "Danger High Voltage Traffic 2 Signal." 3 e. Cover shall include the City of Fort Worth logo in upper left-hand corner. 4 f. Cover must be secured with "Penta Head", stainless steel, self-cleaning bolts and nuts. 5 g. Provide security bolts if indicated in the Drawings. 6 h. The top surface of the ground box cover shall have a minimum co -efficient of friction 7 of 0.5. 8 i. Boxes shall be stackable for extra height. 9 j. Boxes shall be manufactured from Reinforced Polymer Concrete (RPM) composed of 10 borosilicate glass fiber, a catalyzed polyester resin and an aggregate. Side walls may be 1 I reinforced polymer. 12 k. The size and dimensions of the required ground boxes shall be shown in standard detail 13 3441 10 D601. 14 15. Traffic Signal Structures 15 a. Design 16 1) Structures shall be designed in accordance with 1994 AASHTO "Standard 17 Specifications for Structural Supports for Highway Signs, Luminaires, and Traffic 18 Signals" for 80 MPH wind zone. 19 2) Refer to the City's Standard or Decorative Traffic Signal standard detail sheets for 20 additional details. 21 b. Markings 22 1) All pole shafts and mast arms for this project shall be marked with the 23 identification numbers from the drawings to facilitate assembly of these items in 24 the field. 25 2) For Projects with multiple intersections, the pole shafts and mast arms shall be 26 identified by intersection. 27 c. Vibration dampers 28 1) Steel mast arms ranging above 28 feet in length shall be provided with aluminum 29 vibration dampers. 30 d. Structure Finish 31 1) Standard 32 a) The traffic signal poles and mast arms shall be galvanized in accordance to 33 ASTM A123. Each component must be completely coated in a single dip. No 34 double dipping will be allowed. All miscellaneous hardware shall be 35 galvanized per ASTM A153. 36 2) Decorative 37 a) As shown in the plans. 38 c. High strength galvanized steel bolts 39 1) The allowable working stresses for A325 bolts shall be given in the AASHTO 40 Streetscape Structure Specifications for Structural Joints using ASTM A3250-N or 41 A490-N bolts. 42 f. Powder Coating 43 1) After galvanizing, the steel and aluminum products shall be blasted to an SSPC- 44 SP7 commercial blast. 45 2) All galvanized parts shall be pre -baked to ensure all gasses are released from the 46 coating surface prior to powder coating. 47 3) Finish with 1 coat of UMC super TGIC thermosetting powder coating 3-5 mils 48 (D.F.T.) and baked in accordance with powder manufacturer's recommendations. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 66 TRAFFIC SIGNALS Page 66 of I04 1 4) Top coating is electrostatically applied and oven baked at 400 degrees Fahrenheit 2 and cured for a minimum of 10 minutes. 3 5) Top coat color shall be black (RAL 9017) unless otherwise selected by the City. 4 g. Terminal block 5 1) Terminal shall be Pelco 12-Circuit terminal block assembly, or approved equal. 6 Rated at 85 AMP 600V 7 h. Mast arm pole shaft 8 1) Each traffic signal mast arm pole shall be fabricated from a 1 piece high strength 9 steel sheet, and shall have no more than 2 longitudinal full length high frequency 10 resistance welded joints and no horizontal welded joints except at the base of the 11 pole. 12 2) Welds shall have a smooth and consistent external surface appearance. 13 3) All welds shall be performed by an American certified structural steel welder. 14 4) Traffic signal poles shall have a uniform taper. 15 5) Poles shall have a minimum of 50,000 PSI yield strength. 16 6) Cold working the steel to attain the 50,000 PSI required yield strength is not 17 acceptable. 18 7) The certifications from the vendor on the steel must indicate a minimum of 50,000 19 PSI yield strength after fabrication. 20 i. Mast arm 21 1) Each traffic signal mast arm shall be constructed from a I piece high strength, steel 22 sheet with guaranteed minimum yield strength of 50,000 PSI. 23 2) Arms over 40 feet may be 2. piece but shall arrive at the Site and City yard as 24 welded 1 piece. 25 3) The certifications from the vendor on the steel must indicate a minimum of 50,000 26 PSI yield strength after fabrication. 27 4) Cold working the steel to attain the 50,000 PSI required yield strength is not 28 acceptable. 29 5) Mast arms shall have no more than 2 longitudinal full length high frequency 30 resistance welded joints. 31 6) Welds shall have a smooth and consistent external surface appearance. 32 7) All mast arms shall have a uniform taper. 33 j. Luminaire Arm 34 1) Luminaire arms shall be fabricated in accordance with the Drawings. 35 k. Pedestal Structures 36 1) Pedestal structures for mounting pedestrian signals or median -mount traffic signals 37 shall be furnished with a transformer base, pole cap, and all necessary hardware for 38 proper installation. 39 2) Height of pole shall be set in the Drawings, but shall not exceed 15 feet. 40 1. All other hardware necessary for complete installation of traffic signal structures, i.e., 41 simplex plates, pole caps, transformer bases, anchor bolts, etc. shall be hot dipped 42 galvanized and conform to the design, dimension, and strength requirements of said 43 items as indicated on the Drawings. 44 m. All hardware shall be packed on a per pole basis. 45 16. Foundations 46 a. All foundations shall be built in accordance with Section 03 30 00 and the requirements 47 stated in the Drawings. 48 17. Hardware Signal Pole Paint CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract Various Project Numbers Revised March 16, 2017 3441 10 - 67 TRAFFIC SIGNALS Page 67 of 104 1 a. Primer coating shall be Kwal Paint #5810 G-Prime Premium Acrylic Universal Primer 2 or approved equivalent. This is a 100 percent acrylic primer for all types of surfaces, 3 including galvanized finishes. 4 b. Finish coating 5 1) The flat finish coat shall be Kwal paint 46300 Accupro 100 percent Acrylic 6 Exterior Flat Finish or approved equivalent. This is a 100 percent acrylic finish 7 that is durable and chalk resistant. 8 2) The semi -gloss finish coat shall be Kwal paint #3910 Accupro 100 percent Acrylic 9 Exterior Semi -Gloss Finish or approved equivalent. This is a 100 percent acrylic 10 finish that is durable and chalk resistant. 11 c. Finish coat colors that are permissible within the City include: 12 1) Black: RAL 49017 13 2) Pure aluminum 14 3) Arch brown: RAL #8019 15 18. Signal Controller 16 a. The traffic signal controller shall be Intelight ATC controller or approved equivalent, 17 and shall meet the specifications as shown in Specification Attachment "B". 18 b. Traffic signal controller shall be capable of running latest version of Intelight's 19 Maxtime controller software and shall meet the following specifications as shown in 20 Specification Attachment "C". 21 19. Controller Cabinet Assembly 22 a. The traffic signal controller cabinet shall be McCain ATC type cabinet, or approved 23 equivalent, and shall meet the specifications as shown in Specification Attachment 24 "A". 25 20. Roadside Flashing Beacon Assembly 26 a. Provide flasher control assembly in accordance with TxDOT DMS 11160, "Flasher 27 Control Assembly." 28 b. Provide pedestal pole bases in accordance with TxDOT DMS-11140, "Pedestal Pole 29 Base." 30 c. When shown on Drawings, provide solar powered flasher controller assemblies in 31 accordance with TxDOT DMS 11150, "Solar Power Flasher Controller Assembly." 32 21. School Zte F'la&hw, - : !y 33 a. Reverse flashing beacons shall be installed on the back side of traffic signal mast arms 34 at signalized intersections within the school zone. 35 b. Cabinet 36 1) The cabinet shall have a hinged panel for mounting the time switch, the flasher and 37 interface board, and the solar regulator. This hinged panel shall be in front of the 38 battery compartment. The cabinet shall be designed to mount a time switch with 39 dimensions of 10 3/8"b x 4 7/8"w x 4"d with the CPC connector. 40 2) The cabinet shall be fabricated of .125 inch sheet aluminum. The cabinet shall be 41 weatherproof using a neoprene gasket and shall be supplied with a standard #2 42 Corbin lock and key. The cabinet shall be of sufficient size to house one (1) 100- 43 amp hour battery. The outside dimensions of the cabinet shall be a minimum of 44 17" h x 18.5"w x 14.75"d. The outside of the cabinet shall be the natural aluminum 45 finish. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 68 TRAFFIC SIGNALS Page 68 of I04 1 3) The cabinet shall have a rain flap designed to cover the top of the cabinet door. 2 The rain flap shall extend the width of the cabinet and shall be 1.75" deep. The 3 rain flap shall have a slight down angle and extend past the door of the cabinet 4 when the door is closed to allow rain water to drip past the opening of the cabinet 5 door. 6 4) In order to allow battery gasses to escape, the cabinet shall be equipped with vents 7 on the left and right side of the cabinet. The vents shall be covered on the inside of 8 the cabinet with a screen to prevent insects and other debris from entering the 9 cabinet. The battery compartment shall have 1/2" foam on bottom, sides and back 10 to properly insulate the battery. The battery compartment shall be of sufficient size 11 to house one (1) 100-amp hour (Group 31) battery. 12 5) The flasher cabinet shall be supplied with appropriate hardware for mounting to a 4 13 1/2" o. d, pedestal pole using Pelco SE- 1100. 14 c. Flasher and Interface Circuit Board 15 1) The flasher cabinet assembly shall include a flasher and interface board. A two (2) 16 circuit 12VDC flasher shall be integral to the flasher and interface board. The 17 flasher shall be of all solid state construction and shall be rated at a minimum of 6.0 18 Amps per circuit. The flasher shall utilize zero -voltage turn -on and turn-off of 19 current thus eliminating electromagnetic interference. 20 2) The flashes and interface board shall have two terminal blocks for connecting the 21 wiring of the cabinet. Barrier type terminal blocks shall be used to terminate all 22 wires. The terminal blocks shall terminate the following functions: 23 1. Solar Panel + 1, Time switch relay common 24 2. Solar Panel - 2. Time Switch relay normally open 25 3. Battery + 3. DC + power to time switch 26 4. Battery - 4. DC — to time switch 27 5. Confirmation light + 28 6. Confirmation light - 29 7. Load- I from the flasher 30 8. Load-2 from the flasher 31 9. DC common from flasher 32 10. DC common from flasher 33 3) The above functions shall be clearly silk screened on the circuit board adjacent to 34 the appropriate terminal. 35 4) The flasher and interface board shall be pre -wired for connection to a solar 36 regulator. The wires connecting the flasher and interface board to the solar 37 regulator shall be a minimum of 16AWG and shall be permanently soldered to the 38 flasher and interface board. 39 5) The flasher and interface board shall be pre -wired with a 16-position, CPC type, 40 quick disconnect connector to accommodate a time switch. The time switch 41 connector shall be wired as follows: 42 Pin 4: Relay common 43 Pin 10: Relay normally open 44 Pin 13: DC common 45 Pin 15: DC + 46 6) The flasher and interface board shall include 3 separate fuses to protect the solar 47 array, the battery and the load. The fuses shall be easily replaceable from the front 48 of the board with the use of a standard fuse removal tool. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 344t 10-69 TRAFFIC SIGNALS Page 69 of 104 1 7) It shall be possible to configure the flasher and interface board to operate as a 24 2 hour flasher with the use of standard tools. 3 8) The flasher cabinet shall be supplied with appropriate hardware for mounting to a 4 4 1/2" o. d. pedestal pole using Pelco SE- 1100. 5 d. Battery 6 1) Group 31 7 a) Each battery shall be Valve -Regulated, Gelled -Electrolyte, with a nominal 8 voltage of 12 volts and rated at 108Ah (100 hour test method). Each battery 9 shall conform to the following: 10 (1) Operating temperature range: -76°F (-60°C) to 140°F (60°C) 11 (2) Resistance: 4.0 Milliohms full charge 12 (3) Plate Alloy: Lead Calcium 13 (4) Vents: Pressure relief self-sealing (2PS1 operation) vents permanently 14 attached I5 (5) Case: Polypropylene 16 (6) Terminals: Forged with opening for '/4" bolt 17 (7) Maximum size: L-13.0" x W-7" x H-9.75" 18 (8) Weight:69.5 lbs. 19 (9) Non -Spillable: ICAO, IATA & DOT standards 20 (10) Group Size Rating: Group 31 21 (11) Cycle Life vs. DOD: 5000 or greater @ +25°C (77'F) BCI 2-Hour 22 Capacity 23 2) Group 22 24 a) Each battery shall be Valve -Regulated, Gelled -Electrolyte, with a nominal 25 voltage of 12 volts and rated at 58.2Ah (100 hour test method). Each battery 26 shall conform to the following: 27 (1) Operating Temperature Range: -76°h (-60°C) to 140°F (60°C) 28 (2) Resistance: 4.0 Milliohms full charge 29 (3) Plate Alloy: Lead Calcium 30 (4) Vents: Pressure relief self-sealing (2PS1 operation) vents permanently 31 attached 32 (5) Case: Polypropylene 33 (6) Terminals: Forged with opening for 1/4" bolt 34 (7) Maximum Size: L-9.38" x W-5.5" x. H-9.25" 35 (8) Weight: 37.0 lbs. 36 (9) Non -Spillable: ICAO, IATA & DOT Standards 37 (10) Group Size Rating: Group 22 38 (11) Cycle Life vs. DOD: 5000 or greater @ +20°C (77°F) BCI 2-Hour 39 Capacity 40 e. Photovoltaic Controller (Solar Regulator/Charger) 41 1) The flasher cabinet shall include a Photovoltaic Controller (Solar 42 Regulator/Charger) that uses Pulse Width Modulation (PWM) type technology. 43 The PWM controller shall be 100% solid state and be designed for use as a battery 44 charge regulator in photovoltaic (solar) energy systems. 45 2) The PWM controller will allow maximum solar panel current to flow into the 46 battery throughout the battery charge cycle and once full charge is reached; the 47 regulator will continually allow small current pulses to maintain a full charge. The 48 PWM type controller shall allow a true 0 to 100% duty charging cycle without 49 having over -current to the battery. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 70 TRAFFIC SIGNALS Page 70 of 104 1 3) The photovoltaic controller shall have terminals to accept up to 10AWG wire. 2 4) The solar regulator shall have the following LED status indications: 3 4 Charging Status LED 5 Color Indication Operating State 6 None Flickers "on" Night (LED flickers every 5 sec) 7 Green Solid: flickers "off' Charging (LED flickers every 5 sec) 8 Red Flashing Error 9 -Solar array current too high disconnect 10 -High Voltage disconnect 11 -High temperature disconnect 12 Red Solid: flicker "off' Critical error 13 -Temp sensor damaged (for battery 14 charging) 15 -Heat sink temp damage (for internal heat level) 16 -MOSFIT damage 17 -Firmware error 18 Battery Status LEDs (3) 19 Led Indication Battery Status Load Status 20 Green 2 flash per sec Full Battery (N/U for Gel Cell) Regulator "LOAD" output good 21 Green I flash per second Final stage of charge Regulator "LOAD" output good 22 Green Solid Battery nearly full charge Regulator "LOAD" output good 23 Green I flash per 2 seconds maintaining full charge Regulator "LOAD" output good 24 Yellow Solid Battery half full state Regulator "LOAD" output good 25 Red 1 flash per second Battery low "LOAD" good near disconnect 26 Red Solid Battery state critical Low Voltage Disconnect (LVD) 27 (No Field Indications) 28 LVD occurs at 11.5 VDC 29 Reconnects "LOAD" at 12.6 VDC 30 5) Amperage Rating 31 a) The amperage rating of the solar regulator shall be a minimum of 125% greater 32 than the amperage supplied by the solar array. 33 b) The solar regulator shall be configurable to work with both sealed and flooded 34 batteries. It shall be possible to switch between sealed and flooded with the use 35 of simple tools or by use of switch setting. 36 c) Operating temperature: -40 to 60' (C) 37 f. Reauul� SL11f '{ 44 Su ..j51(R31 WS) 38 1) General 39 a) The user interface shall be web based, and to be able to be viewed using a 40 browser. Internet Explorer, Chrome and Firefox browsers shall be supported, as 41 well as Safari on an Wad. Systems that use remote desktop or similar to view a 42 thick -client user interface will not be acceptable. 43 b) The RSBMS shall require a user name and password to log on. 44 2) Map Display 45 a) The RSBMS shall include a scrollable, zoomable map display, with the school 46 beacons shown as representative icons on the map. The map shall include the 47 ability to see the school beacons using Google Strectview. 48 b) The alarm status of the school beacon shall be clearly indicated on the icon on 49 the map, so that the user can see at a glance which school beacons are in alarm. CITY OF FORT WORT14 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No, Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 71 TRAFFIC SIGNALS Page 71 of 104 1 c) The map display shall also include a list of school beacons, with the number 2 and priority of alarms indicated on the list. School beacons in high priority 3 alarm shall be moved to the top of the list, followed by medium priority, low 4 priority and then finally by school beacons not in alarm. 5 d) The icons shall change to be able to clearly indicate if a school beacon is 6 offline. 7 e) Clicking on the icon on the map shall expose a box with the current parameters 8 of the school beacon shown. 9 f) The default map display position and zoom shall be configurable by user, so 10 that the user's view will default to show the school beacons that the user is 11 responsible for managing. 12 3) Regional School Beacon Grouping 13 a) The RSBMS shall provide for school beacons to be logically grouped into 14 regional groupings (for example, north; south; east or west) 15 b) The RSBMS user logon shall be configurable so that if a maintenance person is 16 responsible for, say, the north school beacons then when that user logs on, the 17 user has visible only the school beacons that belong to the group that the user is 18 authorized to view. 19 4) School Beacon Detail Display 20 a) It shall be possible to drill down, either from the map icon or from the list, to a 21 device level detail for the school beacon, which as a minimum shall display the 22 following parameters: 23 (1) The alarm status, with priority indicated, and a text description of the alarm 24 (if an alarm is present for this device). 25 (2) The time since the last communication with the device 26 (3) The following parameters (real time now values, minimum for the day 27 values, maximum for the day values, and average for the day values) 28 (a) The AC mains voltage (value) 29 (b) The battery back-up voltage (value) 30 (c) The presence of AC power (OK or Fail) 31 (d) The current status of the school beacon (On or off, and whether under 32 manual or schedule control) 33 (e) Beacon failure state 34 (f) The cabinet door status (Open or Closed) 35 (g) Whether the school beacon is in local manual override control 36 (4) It shall be possible to view real time graphs of each of the value parameters 37 in graphical form, over the recent two week period. This includes real time 38 graphs of: 39 (a) The AC mains voltage 40 (b) The battery back-up voltage 41 (c) The status of the school beacon state (schedule on, schedule off, 42 manual on, manual off, local override on, local override off) 43 (5) The graphs shall be displayed together in the detail display. Clicking on 44 any of the graphs shaII cause the graph selected to enlarge, so that 45 additional detail can be seen. 46 5) School Beacon Individual Remote Override 47 a) From the browser user interface it shall be possible to remotely override the 48 state of the beacon, and place the beacon into state "manual on" or "manual 49 off'. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 -72 TRAFFIC SIGNALS Page 72 of 104 1 b) The beacons shall change state within 30 seconds of the command being 2 issued. 3 c) The user interface shall update within 60 seconds to show the actual state of the 4 beacon, so that the user can readily confirm that the remote manual override 5 was successfully executed by the beacon. 6 d) The graphical display of the beacon state shall be updated to "manual on" or 7 "manual off', as applicable, so that it is easy to see when the remote manual 8 override command was issued. 9 c) The remote manual override command shall be recorded in the user log so that 10 an audit trail will be able to tell which user issued the remote manual override 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 47 48 command. 6) School Beacon Scenario Remote Override a) It shall be possible to create Remote Scenarios in preparation for unexpected events that typically occur for school beacons. This includes being able to group school beacons into a district, and then turn the beacons in the district on; or off; or back to schedule using a suigle click on the user interface. b) Setting up and then using these scenarios shall make it easy to change the school beacons for weather events, early release and other short term changes to the scheduled operation of the beacons. 7) School Beacon Remote Scheduling a) It shall be possible to create scheduled events for the school beacons, and publish these schedules to the field controller. The field controller wiII then store locally in non-volatile memory and use the schedule to operate the school beacon at the correct time. b) The field controller will update its internal time clock form the server and/or the GPS to ensure that the field controlIer's clock remains accurate to within I minute of the actual time. c) It shall be possible to schedule the school beacon plans to turn the beacon on or off by time of day; by day of week and by month of year. d) It shall be possible to include holiday schedules. These holidays should automatically turn the school beacon off during holidays. Holidays shall be date selectable. e) It shall be possible to publish the schedule to one beacon or a group of beacons simultaneously. f) The schedule shall display in summarized form the time, day(s) of week and month(s) of the year that the schedule is to operate in a summary form, so that it is easy to read the list of schedules. g) On the detailed display, the user interface shall display the date, time, and operation for the next seven scheduled events. In this way it shall be easy to understand the planned operation of the schedule that is currently published to the device. 8) Diagnostics and Log Display a) From the device level detail, it shall be possible to further drill down to get the raw data; the error logs; and the communications logs to allow a technician to fault -find problems on the RSBMS. b) It shall be possible to filter the logs by Device; by Device Type and/or by Group as well as between dates. c) It shall be possible to print these selected logs to a local printer or a PDF file. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 73 TRAFFIC SIGNALS Page 73 of 104 1 d) It shall be possible to export these logs to Excel on the local computer for 2 further analysis. 3 9) Alarms 4 a) The RSBMS shall have a comprehensive alarm generation capability 5 b) It shall be possible to configure alarms to be generated on any parameter 6 becoming out of tolerance, including analog values, digital values and 7 enumerated values. 8 c) Alarms shall be configurable to be of Low, High or Critical Priority. 9 d) The alarm priority shall be displayed throughout the RSBMS, on all displays, 10 using color codes such as red -critical; yellow — high; and amber -low to indicate 11 the priority of the alarm. 12 c) The current active alarms shall be accessible for view via an expandable 13 window, to see which alarms are active and when the alarm occurred. The 14 highest priority alarms shall rise to the top of the list. 15 10) Alerts 16 a) The RSBMS shall have comprehensive alerting capability, to enable the 17 response personnel to be notified when an abnormal situation has occurred. 18 b) It shall be possible to configure alerts to one or more personnel for each alarm. 19 This will cause, as selected, a text message and/or an email to be sent to the 20 person when an alarm occurs. 21 c) The alert shall be configurable to optionally send via email and/or via test 22 message a message when an alarm clears. 23 d) The intention is that the RSBMS provides the alerts to the user in near real 24 time. The text message and email shall be issued within 30 seconds of the 25 occurrence of an event which results in an alert being issued. 26 11) Reports 27 a) It shall be possible to view reports on the screen, in the browser of the RSBMS, 28 and if desired print the report to a printer or a PDF file. 29 b) Alarm Activity Report 30 (1) The RSBMS shall include a report which shows the alarms activity for a 31 period. 32 (2) The Alarm Report shall indicate the time the alarm occurred; by color the 33 priority of the alarm; whether it is still active; and if not active then the 34 time that the alarm cleared. 35 (3) It shall be possible to filter the alarms by Device Type; by Device and/or 36 by Device Group as well as by date time to be able drill down into a large 37 alarm list to be able to view, for example, the alarm activity for a particular 38 school beacon over a three-month period 39 c) User Activity Report 40 (1) The RSBMS shall include a report which shows user activity for a given 41 period, to enable an audit of a user's response to an alarm to be made. 42 (2) The report shall show which screens the user viewed; when the screen was 43 viewed, and the IP address of the computer from which the screen was 44 viewed. 45 d) School beacon Operational Availability Report 46 (1) The RSBMS shall include a report which shows the overall operational 47 availability of the CITY school beacons. The school beacon is available 48 when not in an alarm condition such as power fail. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 74 TRAFFIC SIGNALS Page 74 of 104 1 (2) The availability report shall be detailed for each school beacon for the 2 period (say I month) and summarized by group (region) and for each 3 controller type, and shall result in a KPI for each region; for each controller 4 type; and an overall system KPI for the school beacon system availability. 5 (3) Using this report it shall be possible to determine if system availability is 6 trending up or down for the overall school beacon system and/or by region. 7 It shall also be possible to compare the system availability by region. 8 e) Response Time for Fault Repair Report 9 (1) The RSBMS shall include a report which shows the response time to clear 10 faults, for a given time frame (say 1 month). 11 (2) This report will allow the user to determine the number of faults, and the 12 total and average time to clear the fault. 13 (3) This report will allow the response times by region to be compared. 14 g. Field Device Requirements 15 1) It is a requirement that the RSBMS operate independently of the brand/type of 16 school beacon controller that has previously been deployed. The RSBMS 17 contractor shall install a retro-fit School Beacon Timer and Cellular 18 Modem/Remote School Beacon Management System Field Device into existing 19 school beacon cabinet assemblies: 20 a) The Remote School Beacon Management System Field Device (RSBMSFD) / 21 School Beacon Timer and Cellular Modem device includes: 22 (1) A small field controller which includes the cell modem, GPS and all 23 other inputs and outputs required for the correct operation of the system. 24 (2) Interface to the flasher unit to flasb the beacons. 25 (3) The same unit should be able to operate with either AC or DC power. 26 (4) Monitoring signals such as AC, or battery voltage in the event of solar 27 power. 28 (5) A local override switch to place the beacon in on, off, or schedule 29 control. 30 (6) Monitor the lamp current to determine if both lamps are working or if 31 only one lamp is working. 32 (7) Capable of monitoring the door status of the cabinet. 33 (8) The unit shall include 2 relay output so that it can control 2 flasher 34 controller units. 35 b) The RSBMS Field Device (RSBMSFD) shall conform to the following 36 requirements: 37 (1) The RSBMSFD shall function correctly between -34 degrees C and +74 38 degrees C. 39 (2) The RSBMSFD shall be provided with appropriately rated and keyed 40 connectors that allows the RSBMSFD to be exchanged by unplugging 41 connectors, without tools. 42 (3) The RSBMSFD shall incorporate an integrated GPS and cell modem. 43 (4) The RSBMSFD shall be capable of using 3rd party SIM cards provided 44 by the city. 45 (5) The configuration of the RSBMSFD shall be accomplished by accessing 46 the internal web server with a browser. It shall be possible to configure 47 the RSBMSFD without any special software. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 75 TRAFFIC SIGNALS Page 75 of 104 1 (6) The RSBMSFD shall utilize field initiated communications. This allows 2 for low cost cellular data plans to be used, with infrequent polling. 3 However, when an abnormal event occurs and is detected by the 4 RSBMSFD, then the RSBMSFD will immediately initiate the transfer of 5 a data packet to the RSBMS to enable real-time alerting of response 6 personnel to take place. 7 (7) The RSBMSFD shall include a battery and battery charging/monitoring 8 circuit, to allow the RSBMSFD to function correctly even when all 9 power to the school beacon has failed. The battery shall continue to 10 power the RSBMSFD controller and cell modem for a minimum of 5 11 hours after all power has failed to the school beacon. 12 (8) The RSBMSFD shall incorporate an integrated GPS which will allow the I3 RSBMSFD to geo-locate itself on the map, without configuration. 14 (9) The RSBMSFD shall operate without requiring a static IP address. The 15 only configuration required at the RSBMSFD is to enter the URL of 16 where the RSBMS central software is hosted. 17 (10) In the event that the cell service is interrupted or is not available, the 18 RSBMSFD shall store any events that occur in internal memory, and 19 forward these events automatically to the RSBMS when the cell service 20 is restored. In this way, a complete record of events at the device can be 21 maintained even if cell service is interrupted for a period. 22 (11) The RSBMSFD shaII utilize HTTP and HTTPS protocols, and XML data 23 structures, for communications with the RSBMS. In this way the data 24 will be open for future expansion and competition. The use of secret 25 proprietary protocols is not permitted. 26 (12) The RSBMSFD shall support Ethernet and cellular communications. The 27 primary communication shall be Ethernet, and in the event of the 28 Ethernet communication not being successful then the RSBMSFD shall 29 switch over to the back-up cellular communications. 30 It. 12" Polycarbonate Traffic Signal Head 31 1) The purpose of this specification is to set forth minimum design and operating 32 requirements for a 12" adjustable face polycarbonate traffic signal head which can 33 house a 12" 12VDC LED. 34 2) General 35 a) The performance of each signal shall conform to the standard for Adjustable 36 Face Vehicular Traffic Control Signal Head, Technical Report No. 1, of the 37 Institute of Transportation Engineers, as most recently revised. 38 b) The signal shall be sectional in construction, requiring one lens per section. 39 Sections shall be of such design and construction as to fit together rigidly and 40 securely, to prevent the entrance of dirt or moisture and prevent the rotation of 41 misalignment of the individual sections. 42 3) Housing 43 a) The housing for the individual sections shall be injection molded from 44 ultraviolet and heat stabilized flame retardant permanently colored 45 polycarbonate resins. 46 b) All parts shall be clean, smooth, and free from flaws, cracks, blowholes, and 47 other imperfections. 48 c) The top and bottom of each section shall be molded with a 5 ❑ serrated boss 49 and reinforcing ribs. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 76 TRAFFIC SIGNALS Page 76 of 104 1 d) Openings in the top and bottom of the signal shall accommodate standard 2 bracket arms. 3 e) A cast boss shall be provided for mounting a 5 or 6 position terminal strip. 4 4) Door 5 a) The doors for each section shall also be injection molded from similar material 6 to that used for the main section housing. 7 b) Two integrated hinge lugs shall be mounted to the housing with two stainless 8 steel hinge pins. 9 c) Positive latching shall be achieved with stainless steel eyebolts and wingnut 10 assemblies. 11 d) The inside of the door shall have a groove to accommodate a pliant gasket 12 resulting in a completely weatherproof and dustproof assembly when the door 13 is in the closed position. 14 e) The door shall be equipped with four metal threaded inserts molded in for 15 added strength to the visor attachment screws. 16 5) Visor 17 a) All signal head shall have a tunnel visor for each section. 18 b) The visor shall be one piece made of molded permanently colored 19 polyearbonate resins and have twist -on attaching ears. 20 6) Hardware 21 a) All screws, latching bolts, and hinge pins shall be 300 series stainless steel to 22 prohibit rust and corrosion. 23 7) Terminal Block 24 a) The traffic signal shall be equipped with a 2 or 3 section #12 terminal barrier 25 strip; one side with a quick disconnect terminal for socket leads. The opposite 26 set of terminals with a screw clamp terminal for field wiring. 27 8) Signal Closure Kit 28 a) A signal closure kit will be furnished with each signal head unless otherwise 29 noted. The closer kit shall be designed to seal the signal head at either top or 30 bottom without use of special tools. The closes cap shall be molded ABS 31 plastic leaving the same color as the signal head with UV stabilizers and having 32 a durometer neoprene gasket. The adapter bar used to secure the closure kit to 33 the head shall compensate for varying thickness of the signal heads. Two 34 screws shall be provided to fit any manufacturers signal. 35 i. Signal Mounting Hardware 36 1) The purpose of this specification is to set forth minimum design and specification 37 requirements for a signal mounting bracket assembly to attach an 8" & 12" 38 polycarbonate traffic signal head to a 4 1/2" pole. 39 2) Materials 40 a) The bracket shall consist of a hollow aluminum cast arm with circular tri-bolt 41 signal centering bosses, drilled and tapped 1/4" x 20 for attachment of a traffic 42 signal head and on pole end cast openings for 3/8" U-bolt. 43 b) All associated hardware needed to attach signal head to a 4 1/2" pole shall be 44 supplied with the bracket. 45 c) No special tools required. 46 d) The hollow aluminum arm shall have a 1 1/2" wire raceway. 47 e) The casting shall be free of voids, pits, dents, molding sand and excessive 48 foundry grinding marks. 49 f) The exterior finish shall be free of molding fins, cracks and other blemishes. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 77 TRAFFIC SIGNALS Page 77 of 104 I g) All design radii shall be smooth and intact. 2 h) Minimum aluminum ingot requirements: 3 (1) Aluminum alloy: 319 4 (2) Yield strength: 18 5 (3) Tensile strength: 27 6 (4) Brinell hardness: 75 7 (5) Elongation (% in 2"): 2% 8 3) Finish 9 a) Bracket arm: alodine finish 10 b) Hardware: zinc di -chromate 11 j. Pedestal Base 12 1) The pedestal base shall be 13 3/4" square and 15" high. 13 2) The base shall be cast aluminum with natural finish and minimum weight of 20 lbs. 14 3) The pedestal base shall be fabricated from new aluminum billet with the following 15 minimum requirements: 16 a) Aluminum alloy: 319 17 b) Tensile strength, KSI: 34 18 c) Yield strength, KSI: 19 19 d) Elongation (% in 2"): 2.5 20 e) Brinell hardness: 85 21 f) Shearing strength, KSI: 23 22 4) No scrap material shall be used in the fabrication process. 23 5) The pedestal base shall be free of voids, pits, molding sand and excessive foundry 24 grinding marks. 25 6) All design radii shall be smooth and intact. 26 7) The top of the pedestal base shall be threaded to receive a 4" NPT pedestal pole. 27 8) The pedestal base shall be designed to be fastened to a concrete foundation by 28 means of 3/4" anchor bolts located 90 degrees apart on the bottom of the base. 29 9) The base shall have slots in the bottom 1 1/2" wide and 2 1/2" Iong measured along 30 the circumference of the bolt circle, allowing a proper fit even if the bolts are 31 placed slightly off center. 32 10) The base shall accommodate bolt circles from 12" to 14 1/2". 33 11) Each pedestal base shall be supplied with a set of 4 anchor bolts, 3/4" diameter by 34 18" length, galvanized per ASTM-A-572. Each anchor bolt shall have a hex nut 35 and flat washer. 36 12) The pedestal base shall have an 8 1/2" square door opening that is free of burrs and 37 sharp edges. 38 13) Each pedestal base shall be supplied with a removable 8 1/2" square door. The 39 door shall be attached to the base by using one socket button head screw at the top 40 and two injection molded lugs with slots at bottom. 41 14) The door shall be injection molded ABS plastic that is free of burrs and sharp edges 42 and shall conform to the following minimum requirements: 43 ASTM Method Value Tensile @ yield 1/8" D638 6,600 psi Flexural P, yield D790 11,000 psi Rockwell Hardness D785 101 R Scale Nothched Izod D256 5 ft. lb./in. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signai Modifications and Upgrade at Various Locations Throughout the City City ProjectNo. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 78 TRAFFIC SIGNALS Page 78 of 104 2 15) The door shall have reinforcing ribs and shall have an edge thickness of .25" and a 3 minimum thickness of .156". 4 16) The door shall contain a fire retardant meeting or exceeding Underwriters 5 Laboratories UL94 test H.B. and ultra -violet inhibitors and stabilizers for 6 protection against U.V. degradation. 7 17) The color of the door shall be gray aluminum tone. All surfaces shall be flat and 8 straight without blisters, buckling or warping. 9 k. Pedestal Pole 10 1) The pedestal pole shall be 15' in length. 11 2) The pedestal pole shall be extruded with the following minimum requirements: 12 a) Aluminum alloy: 6063-T6 13 b) Tensile strength, KSI: 30 14 c) Yield strength, KSI: 25 15 d) Elongation:10% 16 e) Minimum wall thickness: 0.237" 17 f) Outside diameter: 4.5" 18 3) The pedestal pole shall be threaded and deburred 4" on one end only per NPT 19 specification. 20 4) The pedestal pole shall have a rough surface texture consisting of a uniform grain 21 pattern that is perpendicular to the axis of the pole for the full length of the pole. 22 5) The pedestal pole shall be free of heat discoloration, holes, ridges, cracks or other 23 surface defects. 24 1. Pole Reinforcing Collar 25 1) The reinforcing collar shall be designed to reinforce a pedestal pole at the point 26 where the threads enter the pedestal base. 27 2) The reinforcing collar shall be three piece cast aluminum with the following 28 minimum requirements: 29 a) Aluminum alloy: 319 30 b) Tensile strength, KSI: 27 31 c) Yield strength, KSI: 18 32 d) Elongation:2 33 e) Brinell Hardness: 70 34 f) Finish: Alodine 1200 35 g) Minimum wall thickness: 5/8" 36 h) Minimum mounted height: 4 3/8" 37 3) The reinforcing collar shall clamp around the top of a pedestal base with six (6) 38 5/16" socket head bolts. 39 4) Each reinforcing collar shall be supplied with a 5/16" x 3/4" roll pin for holding the 40 collar securely in place. The collar shall have an opening to be used for drilling a 41 pilot hole for the roll pin. 42 in. Anchor Bolts 43 1) A set of four (4) anchor bolts shall be furnished with four (4) washers and four (4) 44 hex nuts. 45 2) The anchor bolts shall be %" x 18" in length as measured from inside of the bend to 46 the threaded end of the anchor bolt. 47 3) The anchor bolt shall be threaded %"-1 ONC for a minimum length of 3-1/4" inches 48 of thread. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 14 - 79 TRAFFIC SIGNALS Page 79 of 104 1 4) The "L" bend shall be a minimum of 3 inches as measured from the inside of the 2 anchor bait shaft to the end of the bend. 3 5) The anchor bolt material shall conform to ASTM A-529 Grade 50 specifications, 4 with minimum yield strength of 50 KSI and minimum tensile strength of 70 KSI. 5 6) The material shall be of domestic origin (manufactured in the USA). 6 7) The anchor bolt shall be hot dipped galvanized per ASTM A-153 their full length 7 and the threads brushed or rethreaded to remove any excess galvanize on the 8 threads. 9 8) The material for the hex nuts shall conform to ASTM A-563 Grade DH 10 specifications. 11 9) The nut shall be hot dipped galvanized per ASTM A-153 and rethreaded to remove 12 any excess galvanize on the threads. 13 10) The material for the washer shall conform to ASTM F-844 specifications. 14 11) The washer shall be hot dipped galvanized per ASTM A-153. 15 12) All galvanized runs, drips, icicles and bare spots shall be properly treated. 16 n. Cell Modem for 2-way communications with CPR2102 or AAP22 Time Switch 17 1) Frequency Band 18 a) Hepta-band 850/900/AWS 1700/1900/2100 MHz 19 2) Physical 20 a) The cell modem shall be housed in an aluminum enclosure with a means for 21 mounting. A mounting bracket shall be supplied with each modem for 22 attaching to a time switch. 23 b) The cell modem shall not exceed 3.17" H (3.816" including connectors) x 24 2.45" W x 1.16" D. The cell modem shall be approximately 8.8 ounces in 25 weight. 26 3) Connectors 27 a) The RF antenna connector shall be a SMA female and be marked CELL. The 28 serial connector shall be a D139 female and the power shall be a 2.5mm 29 miniature screw -on connector and both will be located on same end. 30 b) SIM (Subscriber Identification Module) shall be a Mini SIM. 31 4) Cable Harness 32 a) Each cell modem shall be supplied with a cable harness with the appropriate 33 connectors to connect the cell modem to the time switch. The cable harness 34 shall connect 12 VDC power, serial data in, serial data out and ground from the 35 time switch to the cell modem. The DC power shall be supplied from the time 36 switch over this cable harness. 37 5) Electrical 38 a) The cell modem shall be capable of operating on a DC power source between 39 +7 to +32 VDC and shall be designed to operate from -40 to +85 degrees C. 40 The unit must be powered directly from the time switch. 41 b) A separate power supply module, similar to those used for calculators and 42 battery chargers, is not acceptable. 43 6) Antenna 44 a) Antenna configurations must be provided to insure a RSSI level necessary for 45 dependable communications to the remote unit. The antenna required will be 46 determined at the time of installation by testing the signal strength at each 47 individual location. Any necessary cabling and mounting hardware will be 48 provided. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City ProjectNo. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 80 TRAFFIC SIGNALS Page 80 of 104 1 b) An omni antenna and coax cable designed for the frequency band of the cell 2 network shall be supplied with the cell modem. The coax cable shall be a 3 minimum of 24" long with connectors necessary to connect the antenna to the 4 cell modem. The omni antenna shall have a nominal impedance of 50 ohms 5 and shall have a gain of 0 — 2 d13. 6 7) Indicators 7 a) The cell modem shall have LED indicators to display the following: 8 (1) Power -When the cell modem has power applied 9 (2) Tr- When the cell modem is in the process of transmitting data 10 (3) CD- When the cell modem has acquired connection to the cell network 11 (4) LS- Link Status 12 (5) Signal- Signal strength 13 8) SIM Card 14 a) Each cell modem shall be equipped with a SIM card that is pre -provisioned by 15 the supplier for data through a 3G service provider. 16 b) The cell modem shall have a slot designed for receiving the SIM card. The slot 17 shall be accessible from the outside of the cell modem enclosure and shall hold 18 the SIM card firmly in place. 19 9) Cell Modem Configuration 20 a) The cell modem shall have the ability to receive commands from the central 21 computer using standard modem "AT" commands. When an AT command is 22 received, the modem shall respond by sending the appropriate response to the 23 central computer. These commands shall allow the operator to determine or 24 execute the following: 25 (1) Unattended daily validation 26 (2) Relay status 27 (3) Low battery voltage 28 (4) Signal strength 29 (5) Last download 30 (6) Last power -up 31 (7) Data acquisition command for AP22 or CPR2102 from the time switch 32 b) Each cell modem shall have a serial connector that is pre -configured to work 33 with Model CPR2102 and Mod.eI AP22 Time Switches. The pre -configuration 34 of the serial port shaII include the baud rate, data bits, stop bit, parity and flow 35 control. 36 22. Rectangular Rapid Flashing Beacon (RRFB) Assembly 37 a. Cabinet 38 1) The cabinet shall be manufactured of 0.125" sheet aluminum. Nominal cabinet 39 dimensions shall be 22" H x 12.0" W x 8.0" D. The cabinet shall be a one (1) 40 compartment type. The cabinet shall have screen covered Iouvers on each side for 41 ventilation. On the bottom of the cabinet there shall be two screened insect proof 42 drain holes. The cabinet shall be weather resistant, providing a degree of protection 43 from falling rain or sleet and shall be undamaged by the formation of ice on the 44 enclosure. CITY OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 81 TRAFFIC SIGNALS Page 81 of 104 1 2) The cabinet door shall be a single unit with a continuous piano hinge riveted to the 2 door and the cabinet. The hinge shall be an A730S, constructed with a 304 stainless 3 steel hinge pin. The door shall incorporate a neoprene gasket which forms a snug 4 weather tight seal when the door is closed. The door lock shall be a standard Police 5 lock. 6 3) Each cabinet shall be equipped with a mounting bracket for 4.5" OD pole 7 mounting. All necessary hardware for proper mounting shall be included. 8 b. Control Panel 9 1) The systems electronic components including a solar charge controller, solid state 10 flasher, countdown timer and radio shall be mounted on a modular control panel. I I The control panel shall mount in the cabinet using standoffs and a self -retaining, 12 spring loaded thumb screw for quick and easy removal. The solar panel input, 13 battery input and system load output shall be fused for short circuit and overload 14 protection and to provide ease of system maintenance. 15 2) The solar panel, beacons and battery shall be connected to the control panel 16 through a main wiring harness via a circular pin connector (CPC). 17 3) Solar Charge Controller 18 a) The solar charge controller shall be fully automatic charger using four stages of 19 charging for rapid, efficient and safe battery charging. Stage 1: Full Charge, 20 with 100% of available solar energy. Stage 2: PuIse-Width Modulation (PWM) 21 constant voltage regulation to prevent heating and excessive battery gassing. 22 Stage 3: Float Charge, after battery is fully recharged, reduces to a float or 23 trickle charge with transition dependent on battery history. Stage 4: Equalize 24 Charge, a boost charge that depends on elapsed time and battery history. 25 Flooded cells receive a vigorous equalization, sealed batteries a smaller boost 26 to bring uneven cells into balance and extend battery life. Gel cells are not 27 equalized. 28 b) The solar charge controller shall have a low voltage load disconnect (LVD) of 29 11.4 VDC and shall automatically reconnect after LVD when the voltage 30 reaches 12.6 VDC. The charge controller shall have a high voltage disconnect 31 (14VD) of 15.3VDC. A liquid crystal display (LCD) shall be provided on the 32 front of the charge controller to display battery voltage, solar charge current, 33 and load current. In addition, colored LED's will indicate charging state and 34 battery status. The green charging LED shall be on when charging and off 35 when not charging. Battery status LED's indicate battery state, showing a 36 blinking green LED during PWM charging, a solid green LED when battery is 37 near full charge, a solid amber LED indicating battery at middle capacity, 38 blinking red LED indicating low charge, or a solid red LED indicating load 39 disconnected (LVD). 40 c) A multifunction manual disconnect push button shall be provided to allow 41 disconnect of the Load or both Load and Solar. When the button is pushed the 42 red Led inside the button will light. In addition, the Load of both the Load and 43 Solar will display `OFF' in the digital meter to indicate the disconnected state. 44 d) The solar charge controller will be capable of operating in a temperature range 45 of -40 degrees C and +60 degrees C. 46 c) Wire terminations to the solar charge controller shall be accomplished via Euro 47 style terminations. 48 f) The solar charge controller shall be Morningstar Corporation's Prostar 15 with 49 LCD display or approved equal. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and. Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 82 TRAFFIC SIGNALS Page 82 of 104 1 4) Solid State DC FIasher 2 a) The flasher shall be solid state, 2 circuit device which controls the wig -wag and 3 rapid flashing sequence of the yellow indications on each side and end of the 4 RRFB. 5 b) The flasher shall allow an input voltage range of 11 to 25 VDC, support a 6 maximum power load of 50W per output and be capable of operating in a 7 temperature range of -40°C and +750 C. The flasher shall be an ELTEC FS- 8 2B or approved equal. 9 5) Countdown Timer 10 a) The countdown tuner shall be a multi -function, multi -range, multi -voltage 11 electronic timer with DPDT relay output and LED status indicator. The timer 12 shall operate upon system activation to control the flash duration of the RRFB. 13 The timer shall provide seven field selectable ranges of timing providing 0.1 s 14 to I OOh activation duration. 15 b) The timer shall conform to the following minimum specifications: 16 (1) Operating Voltage: 12VDC Nominal (I0.2V —14AV) 17 (2) Max Power Consumption: 0.6W 18 (3) Repetition"Accuracy: +/- 0.5% 19 (4) Operating Temp Range: -20' C to +60' 20 (5) Relay Output Rating: IOA 250V 21 (6) Fixing: Plug-in Base: I I -pin 22 6) Wireless Communications 23 a) The units on each side of the road shall communicate wirelessly. No trenching 24 or boring is necessary. The radio transmitter and receiver shall use Frequency 25 Hopping Spread Spectrum (FHSS) technology to ensure reliable data delivery 26 within the unlicensed Industrial, Scientific and Medical (ISM) band. 27 b) The communication system radios shall conform to the following minimum 28 specifications: 29 (1) Operating Voltage: I OVDC — 3OVDC 30 (2) Operating Current: Typ - <100mA, Max — <200mA at 12VDC 31 (3) Operating Frequency. 900 MHz 32 (4) RF Transmit Power: 1 Watt 33 (5) Network Identification: MAC ID Binding 34 (6) Antenna Impedance: 500 35 c) The initiation of the signal for the flashers to commence flashing will be by 36 pedestrian push button. Activation from pedestrian shall trigger the system 37 countdown timer to operate the crossing indications for the programmed 38 duration. Each time a pedestrian pushes a button, the countdown timer will 39 reset and repeat to the preset flashing beacon cycle. 40 d) The wireless communication system must be an ELTEC 730247-GW or an 41 approved equal. 42 c. Solar Panel CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 83 TRAFFIC SIGNALS Page 83 of 104 1 1) The solar panel shall be constructed of high efficiency, multi -crystal silicon solar 2 cells that are laminated within a pottant of ethylene vinyl acetate (EVA) and 3 encapsulated between a tempered glass cover plate and a back sheet. The entire 4 laminate shall be secured within an anodized aluminum frame for structural 5 strength, ease of installation, and to protect the cells from the most severe 6 environmental conditions. The panel shall be self-cleaning, impact resistant, highly 7 transmissive, tempered glass superstate. The panel module frame shall be made of 8 extruded, polymer coated aluminum alloy or similar approved construction. The 9 panel module junction box shall be a UV resistant, weatherproof wire termination 10 system which handles # 18 AWG - 48 AWG wiring. The typical wattage of the 11 solar panel shall be 40 watts. The appropriate wattage of the solar panel shall be 12 verified with a system sizing report based upon location and specific system I3 configuration and operating parameters. 14 2) A mounting rack for the solar panel shall be included with the solar panel. The 15 mounting rack shall mount to a 4 %Z" OD pole. 16 17 18 19 20 2t 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 d. Battery 1) The system battery shall be valve regulated, recombinant, starved electrolyte, sealed lead acid absorbed glass mat (AGM) 12 volt DC battery. The battery self - discharge rate shall be 1% per month or less (at 68 degrees F). The battery will utilize T881 terminals. The positive terminal will be covered with a rubber boot to protect the battery from accidental shorting. The typical battery capacity shall be 55 amp -hours. The appropriate battery size shall be verified with a system sizing report based upon location and specific configuration and operating parameters. e. Rectangular Rapid Flashing Beacon (RRFB) Light Bar 1) The RRFB shall comply with FHWA Interim Approval Memorandum dated July 16, 2008 and all subsequent official interpretation Ietters provided as clarification. The RRFB shall contain 5 rectangular rapid -flashing yellow indications; two on each side, and one in the end visible to pedestrians in the cross walk. The indications facing the motorists shall be approximately 5" wide by 2" high, and shall be yellow indications, Whelen 500 Series TIR6 50AA3ZCR, split lightheads featuring a six Super -LED panel with a clear outer lens providing wide-angle visibility and high intensity output. The LED used on the end of the light bar facing the pedestrian shall be round. 2) Indications facing the motorists shall meet SAE J595 Class I peak luminous output requirements. The vendor shall submit third party certification of SAE J595 Class 1 compliance. 3) The RRFB flash pattern with be the WW+S (Wig -Wag plus Simultaneous) as approved by the FHWA on July 25, 2014. The beacons shall flash at a rate of 75 flashes per minute. 4) The RRFB housing shall be constructed of 0.125" brushed sheet aluminum. The housing shall be powder coated Federal Yellow. 5) The RRFB will be assembled and wired as a unit. The unit's two piece housing shall include a keyed quick disconnect plug between the wiring harness of each side to allow for ease of installation and maintenance. The housing shall mount to 2-3/8" or 4-112" OD poles with integral universal mounting bracket and a U-bolt. f Night Dimming CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 9 10 11 12 13 14 15 16 17 I8 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 47 3441 10 - 84 TRAFFIC SIGNALS Page 84 of 104 1) Automatic night dimming may be enabled on the RRFB FS-2B flasher. The dimming function shall employ an external photocell to detect ambient light. The flasher shall initiate the night dimming function when detected light conditions reach the ambient light level as defined by the Federal Aviation Administration (FAA). g. Pole and Base 1) The pole shall be a schedule 40 spun aluminum 4" ID (4.5" OD) x 16' H. The base shall be an AASHTO Certified square aluminum breakaway base, Pelco PB-5340 or equal. A set of 4 anchor bolts shall be provided. The anchor bolts shall be 1/4" x 16" and be similar to Pelco part number P13-5306. A two-piece aluminum pole collar assembly with standard stainless steel fasteners shall be provided. h. Signage 1) Two (2) W11-2 (36" x 36") signs shall be provided for each pole location and shall be mounted on each side of the pole just above the Iight bar. Two (2) W 16-7p (24" x 12") shall be provided for each pole location. One left pointing down arrow mounted below the light bar on one side and one right pointing down arrow mounted below the light bar on the other side of the pole. Signs shall be constructed using 3M diamond grade reflective fluorescent yellow -green sheeting. 2) Back to back sign mounting hardware for mounting the signs on a 4.5" OD pole shall be included. i. Pedestrian Push Button 1) A pedestrian push button shall be provided to activate the flashing beacons. The button shall be an ADA compliant push button with H-frame mount incorporating a plaque on the push button reading `PUSH BUTTON TO TURN ON WARNING LIGHTS'. 23. Louvered Back Plates a. Material 1) Aluminum or acrylonitrile-butadiene-styrene (ABS). 2) One-piece for 3- and 4-section heads 3) Two-piece for 5-section heads b. Finishes 1) Aluminum: powder coat 2) ABS, integrally molded c. Color(s) 1) Face: flat black 2) Back: flat black d. Optional reflective tape can be added to aluminum plates when called out for in the plans or approved prior to installation. e. Shall be vacuum formed. f. Aluminum plates shall be louvered. g. ABS sheet material shall conform to ASTM D1788. 24. Powder Coating Traffic Signal Structures a. Powder Coating 1) After galvanizing, the steel and aluminum products shall be blasted to an SSPC- SP7 commercial blast. 2) All galvanized parts shall be pre -baked to ensure all gasses are released from the coating surface prior to powder coating. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic, Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 85 TRAFFIC SIGNALS Page 85 of 104 1 3) Finish with 1 coat of UMC super TGIC thermosetting powder coating 3-5 mils 2 (D.F.T.) and baked in accordance with powder manufacturer's recommendations. 3 4) Top coating is electrostatically applied and oven baked at 400 degrees Fahrenheit 4 and cured for a minimum of 10 minutes. 5 5) Top coat color shall be black (RAL 9017) unless otherwise selected by the City. 6 b. Additional CoIor(s) 7 1) Cultural District Green 8 2) Downtown Bronze 9 3) Other colors may be approved by the City. 10 2.3 SOURCE QUALITY CONTROL I I A. Battery back-up system 12 1. The City reserves the right to do testing on BBU systems to ensure Quality Assurance on 13 unit before installation and random sampling of units being provided to the City. BBU 14 systems that fail will be taken off the City's Qualified Products List. 15 2. The City testing procedures will check compliance with all the criteria of this Specification 16 Section including the following: 17 a. Event logging for fault/alarin conditions. 18 b. Demonstrated use of 1 or more of the operating methods described in this 19 Specification. 20 c. Testing of ability to power a 70OW load for 4 hours, transfer to flash mode and power a 21 30OW load for 2 additional hours, at an ambient temperature of +25 degrees Celsius. 22 d. Testing of all components in environmental chamber (temperature ranges from -30 23 degrees Celsius to +74 degrees Celsius) following NEMA TS2 2003 standards, section 24 2 and Advanced Transportation Controller (ATC) Standard, Version 5.2b, Section 9. 25 3. Each BBU shall be manufactured in accordance with a written manufacturer's Quality 26 Assurance program. The QA program shall include, as a minimum, specific design and 27 production QA procedures. 28 4. The Inverter manufacturer shall be ISO 900lor ISO 9002 certified. 29 5. The manufacturer, or an independent testing lab hired by the manufacturer, shall perform 30 qualification testing on BBU Systems offered to the City. Testing procedures shall conform 31 to testing procedures defined in the California Department of Transportation's 32 Specification for Battery Backup System, Tees Chapter 4, dated July 7, 2009. Testing data 33 shall be submitted to the City for review. 34 PART 3 - EXECUTION 35 3.1 EXAMINATION 36 A. Verification of Conditions 37 1. The Contractor shall verify by exploratory excavation, if needed, that existing underground 38 utilities are not in conflict with proposed foundations and conduit bores. 39 a. All exploratory excavations shall be in accordance with Section 33 05 30. 40 3.2 PREPARATION 41 A. Protection of In -Place Conditions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 86 TRAFFIC SIGNALS Page 86 of 104 1 1. The Contractor shall assume full responsibility for the preservation of existing landscaping 2 (sod, shrubbery, trees, and etc.), sprinkler systems, and/or other private property at the Site 3 during the installation of the traffic signal. Damaged landscaping, sprinkler systems, and/or 4 other private property shall be replaced within a reasonable time, by the Contractor at his 5 own expense, to the satisfaction of the Inspector. 6 2. No trees or shrubbery shall be cut except upon the specific authority of the Inspector. 7 3. Removal of mail boxes in the way of construction requires 48 hours advance notice to the post 8 office. 9 3.3 INSTALLATION 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 47 A. Special Techniques 1. LED Vehicle and Pedestrian Signal Head Assemblies a. Assembly 1) Assemble individual signal sections in multi -section faces in accordance with the manufacturer's recommendations to form a rigid signal face. 2) Assemble and mount signal heads as shown on the plans. 3) Close any openings in an assembled signal head with a plug of the same material and color as the head. 4) Remove only the existing lens, reflector, and incandescent lamp when installing a retrofit replacement LED traffic signal or pedestrian signal lamp unit into an existing signal housing; fit the new unit securely in the housing door', and connect the new housing unit to the existing electrical wiring or terminal block by means of simple connectors. b. Wiring 1) Wire each optical unit to the terminal block located in that signal section by means of solderless wire connectors or binding screws and spade lugs. 2) Wise all sections of a multi -section signal face to the section terminal blocks in which the traffic signal cable is terminated. 3) Maintain the color coding on leads from the individual optical units throughout the signal head, except for the traffic signal cable. 4) Use solderless wire connectors or binding screws and spade lugs for connections to terminal blocks. Use binding screws and spade lugs for field wiring. c. Signal and pedestrian heads shall be securely tightened immediately after signal head assembly has been installed. d. If any signal head assembly is found to be loose or asymmetrical in any manner, the Contractor shall be required to remove and rebuild the signal head assembly to the satisfaction of the Inspector. e. The Contractor shall mount signal heads level and plumb. £ The Contractor shall position and secure the signal heads so they are visible as stipulated, in Section 4E.05 of the 2009 MUTCD. g. All connection screws shall be tight and snug. h. All signal heads or parts of beads not in operation shall be covered with burlap or fabric material until placed into operation. i. When the signal heads become operational, all existing heads no longer required shall be removed immediately. j. Pedestrian head assemblies installed such that the wiring to each head shall pass from the mast arm through the signal head bracing or attachment hardware to the signal head. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 87 TRAFFIC SIGNALS Page 87 of 104 1 k. No exposed cable or wiring will be permitted. 2 1. Installation of a pedestrian signal retrofit module into an existing pedestrian signal 3 housing shall only require the removal of the existing optical unit component, i.e., lens, 4 lamp module, gaskets, and reflector; will be weather tight and fit securely in the 5 housing; and shall connect directly to existing electrical wiring. 6 2. Pedestrian Push Button Assemblies 7 a. Meet the requirements of the TMUTCD when installing push -buttons. 8 b. Wire the push-button according to manufacturer's installation instructions. 9 c. Close unused housing openings with a weather -tight closure painted to match the 10 housing. 1 I d. Verify that each button is communicating and fully functional. 12 e. Do not use terminal comiections or splice wire leads except at approved locations. 13 £ Attach wires to terminal posts with solderless terminals unless otherwise advised by 14 manufacturer's recommendations. 15 g. Attach terminals to the wires with a ratchet -type compression crimping tool properly 16 sized to the wire. I7 h. Mount a pedestrian push button sign near each push button as shown on the plans. 18 3. Accessible Pedestrian Signals (APS) 19 a. If a controller unit is required by the plans, integrate the pedestrian controller unit into 20 the traffic signal controller cabinet assembly. 21 b. Unless specified otherwise, wire the APS to the nearest terminal strip using stranded 22 No. 12 AWG XJiI4W wire with 600-volt insulation. 23 c. Do not use terminal connections or splice wire leads except in the hand holes located in 24 the signal pole shaft, in the signal pole base, or at locations approved by the City. 25 d. Attach wires to terminal posts with solderless terminals. 26 c. Attach terminals to the wires with a ratchet -type compression crimping tool properly 27 sized to the wire. 28 f Remove any burrs or rough edges on any holes drilled for wire entry to APS 29 pushbuttons. 30 g. Ensure pushbutton stations are mounted at the proper height and orientation. 31 h. Provide a neat workmanship in the installation of any wiring harnesses, control units, 32 wiring panels, push button stations. 33 i. Follow manufacturer's recommendations regarding installation and weatherproofing. 34 j. Documentation 35 1) Each APS shall be provided with the following documentation: 36 2) Complete and accurate installation wiring guide. 37 3) Contact name, address, and telephone number for the representative, manufacturer, 38 or distributor for warranty repair. 39 4) If requested supply schematics for all electronics. One schematic diagram shall be 40 provided for pushbutton stations, panels, central control units or control units, 41 along with any necessary installation instructions. 42 4. Radar Detection Equipment and Cable 43 a. Manufacturing 44 1) The internal electronics of the radar detector shall utilize automation for surface 45 mount assembly, and shall comply with the requirements set forth in ]PC-A-610C 46 Class 2, Acceptability of Electronic Assemblies. 47 2) The radar detector shall undergo a rigorous sequence of operational testing to 48 ensure product functionality and reliability. Testing shall include the following: CITY OF PORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 IO - 88 TRAFFIC SIGNALS Page 88 of 104 1 a) Functionality testing of all internal sub -assemblies 2 b) Unit level burn -in testing of duration 48 hours or greater 3 c) Final unit functionality testing prior to shipment 4 3) Test results and all associated data for the above testing shall be provided for each 5 purchased radar detector by serial number, upon request. 6 b. Configuration 7 1) Auto -Configuration 8 a) The radar detector shall have a method for automatically defining traffic Ianes, 9 stop bars and zones without requiring user intervention. This auto- 10 configuration process shall execute on a processor internal to the radar detector 1 I and shall not require an external PC or other processor. 12 b) The auto -configuration process shall work under normal intersection operation 13 and traffic conditions and may require up to ten vehicles to pass through each 14 lane to complete. 15 2) Manual Configuration 16 a) The auto -configuration method shall not prohibit the ability of the user to 17 manually adjust the radar detector configuration. 18 b) The radar detector shall support the configuring of lanes, stop bars and 19 detection zones in 1-ft. (0.3-m) increments. 20 3) Windows Mobil6rm - Based Software 21 a) The radar deflector shall include graphical user interface software that displays 22 all configured lanes and the current traffic pattern using a graphical traffic 23 representation. 24 b) The graphical interface shall operate on Windows Mobile, Windows XP and 25 Windows Vista in the .NET framework. 26 c) The software shall support the following functionality: 27 (1) Operate over a TCP/IP connection 28 (2) Give the operator the ability to save/back up the radar detector 29 configuration to a file or load/restore the radar detector configuration from 30 a file 31 (3) Allow the backed -up sensor configurations to be viewed and edited 32 (4) Provide zone and channel actuation display 33 (5) Provide a virtual connection option so that the software can be used 34 without connecting to an actual sensor 35 (6) Local or remote sensor firmware upgradability 36 c. Operating Conditions 37 1) The radar detector shall maintain 95% accuracy of performance in all weather 38 conditions, including rain, freezing rain, snow, wind, dust, fog and changes in 39 temperature and light, including direct light on sensor at dawn and dusk. 40 2) The radar detector shall be capable of continuous operation over an ambient 41 temperature range of -40°F to 165.2°F (-40°C to 740C). 42 3) The radar detector shall be capable of continuous operation over a relative humidity 43 range of 5% to 95% (noncondensing). 44 d. Testing 45 1) FCC 46 a) Each radar detector shall be Federal Communications Commission (FCC) 47 certified under CFR 47, Part 15, section 15.249 as an intentional radiator. 48 b) The FCC certification shall be displayed on an external label on each radar 49 detector according to the rules set forth by the FCC. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 89 TRAFFIC SIGNALS Page 89 of 104 1 c) The radar detector shall comply with FCC regulations under all specified 2 operating conditions and over the expected life of the detector. 3 2) NEMA TS2-2003 Testing 4 a) The radar detector shall comply with the applicable standards stated in the 5 NEMA TS2-2003 Standard. Third party test results shall be made available for 6 each of the following tests: 7 (1) Shock pulses of 10g, 10 ins half sine wave 8 (2) Vibration of 0.5 Grms up to 30 Hz 9 (3) 300 V positive/negative pulses applied at one pulse per second at minimum 10 and maximum DC supply voltage 11 (4) Cold temperature storage at -49°F (-45°C) for 24 hours 12 (5) High temperature storage at 185°F (85°C) for 24 hours 13 (6) Low temp, low DC supply voltage at-29.2°F (-34°C) and 10.8 VDC 14 (7) Low temp, high DC supply voltage at-29.2°F (-34°C) and 26.5 VDC 15 (8) High temp, high DC supply voltage at 165.2°F (74°C) and 26.5 VDC 16 (9) High temp, low DC supply voltage at 165.2°F (74°C) and 10.8 VDC 17 e. Support 18 1) The radar detector manufacturer shall provide both training and technical support 19 services. 20 f. Documentation 21 1) Radar detector documentation shall include an instructional training guide and a 22 comprehensive user guide as well as an installer quick -reference guide and a user 23 quick -reference guide. 24 2) The radar detector manufacturer shall supply the following documentation and test 25 results at the time of the bid submittal: 26 a) FCC CFR 47 certification (frequency compliance) 27 b) IED 6100-4-5 class 4 test report (surge) 28 5. Hybrid Vehicle Detection. System and Cable 29 a. The supplier of the video detection system must supervise the installation and testing of 30 the video and computer equipment. A factory certified representative from the supplier 31 must be on site during installation. 32 b. Install the detector in accordance with the manufacturer's recommendations in order to 33 achieve the detection areas as shown on the Drawings. 34 c. The detector mounts shall be neat and plumb. 35 d. Hybrid detection cables shall be installed in the conduit system at the same time as the 36 other signal cables. 37 6. Vehicle Loop Detectors (Sawcut) 38 a. Detector lead-in cables shall be identified as shown on the Drawings (phase 1, etc.) 39 with permanent marking labels (Panduit type PLM, Thomas and Betts type 548M 40 standard single marker tie or equivalent) at each ground box, pole base, and controller. 41 b. Complete all Work related to the installation of a particular detector loop, with the 42 exception of the layout task, in the same Work Day. Install loops during off-peak 43 traffic hours. Loop installation shall not be made during any type of precipitation. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 90 TRAFFIC SIGNALS Page 90 of 104 1 c. Installation of detector loops shall be in accordance with the Drawings. Lead-in saw 2 cuts from the street to the pull box shall maintain a maximum separation from other 3 loops of 12 inches (500 mm) and a minimum separation of 6 inches (150 mm) from 4 other lead-in saw cuts. The saw cut depth, as specified in the Drawings shall be 5 consistent, including the entry point into the curb. The maximum number of wires 6 placed in a single saw slot shall be 4 wires. Each lead-in shall enter the curb through a 7 separate hole. 8 d. 3M Loop sealant or approved equivalent shall be used to seal all loop wire within the 9 roadway. 10 e. Detector lead-in cables shall be run continuously without splices from the curbside I 1 ground box to the controller. 12 £ If splices must be made, they shall be solder connected and the splice connection shall 13 be insulated and waterproofed with 3M DBR-6 Direct Bury Splice Kits or approved 14 equivalent. 15 g. Splices at the curbside pull boxes shall be made in the same manner. 16 h. Splices in detector cables must be pre -approved by the Inspector in writing. 17 i. In all cases where detector loop lead-ins pass from pavement through a curb to an 18 existing ground box for a splice point, conduit shall be installed from the curb entry 19 point up into the ground box. 20 j. A minimum I inch diameter conduit shall be provided from the curb entry point to the 21 ground box for each loop. 22 k. All loop wire from the loop in the street to the ground box shall be tightly twisted a 23 minimum of 5 times per foot (16 times per meter) as it is placed in the lead-in saw cut. 24 7. Emergency Vebicle Preemption Equipment and Cable 25 a. Emergency vehicle preemption system equipment required in the Drawings will be 26 furnished and installed by the Contractor. 27 b. Where practical, emergency vehicle preemption receiver units shall be mounted to a 28 rigid metal arm and banded to the mast arm pole upright on the intersection corner 29 designated on the Drawings. 30 c. The Inspector shall determine if the roadway sight line permits this type of emergency 31 vehicle preemption installation. 32 d. The emergency vehicle preemption receiver units shall be mounted on the mast arms 33 for the intersection approaches as designated on the Drawings. 34 e. Use stainless steel for all external screws, nuts, and locking washers; do not use any 35 self -tapping screws unless approved by the Engineer or City. 36 f. All equipment shall be installed and wired in a neat and orderly manner in conformance 37 with the manufacturers' instructions. 38 g. Emergency Preemption Detector Cables shall be installed continuous with no splices 39 between the Emergency Preemption Detector and the cabinet. 40 h. All connections from the Emergency Preemption Phase Selector to the cabinet wiring 41 shall be made at the termination panel. The termination panel shall have AC+ Lights, 42 AC-, and a switched logic ground. The switched logic ground feeds all the pre-empt 43 inputs to the Emergency Preemption Phase Selector. When switched off by the pro- 44 emption disconnect switch, the traffic controller shall not be affected by pro-empt calls 45 from the optical pre-emption system. A minimum of two test buttons shall be provided. 46 If there are more than two pre-empt runs, a button for each shall be installed. A chart or 47 print out, indicating the program steps and settings shall be provided along with the 48 revised cabinet wiring diagrams. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March I6, 20I7 3441 10 - 91 TRAFFIC SIGNALS Page 91 of 104 1 S. Battery Back-up (BBU) System for Signal Cabinets 2 a. Mount the BBU system as shown in the plans. 3 9. Multi -Conductor Cable 4 a. Cables shall be installed in conduit unless indicated as an "overhead" cable run. 5 1) All conduits must be in accordance with Section 26 05 33. 6 2) Conduit must be continuous, reasonably dry, completely free of debris, and without 7 sharp projections, edges, or short bends. 8 b. If required by the Inspector, the Contractor shall demonstrate that the conduit is dry and 9 free of debris by pulling a swab and/or mandrel through the conduit. The conductors 10 shall be installed in a manner so as to ensure against harmful stretching of the I I conductors or damage to the insulation. 12 c. Installation methods shall conform to the recommendations of the cable manufacturer. 13 d. The Contractor shall furnish, at the request of the Traffic Management Manager or 14 designee a copy of the manufacturer`s recommendations, which shall include methods 15 of attaching pull cable, pulling tension per conductor size and per radius of conduit 16 bend, and the type of lubricant to be used. 17 e. All cables in a given conduit run shall be pulled at the same time and the conductors 18 shall be assembled to form 1 loop in such a manner that the pulling tension is equally 19 distributed to all the cables. 20 f. Long, hard pulls will necessitate the use of pulling eyes. 21 g. For short runs, the cables may be gripped directly by the conductors by forming them 22 into a loop to which the pull wire or rope can be attached. 23 h. The insulation on each conductor shall be removed before the loop is formed. 24 i. The method used will depend on the anticipated maximum pulling tension in each case. 25 j. In existing conduit where new cables are to replace existing cables, the existing cables 26 may be used to pull in the new cables. 27 k. At Iocations where new cables are to be added to existing cable runs, the existing 28 cables shall first be pulled out, the new cables are to be added to the existing cables to 29 form 1 cable pull (no slipping if any wires). 30 1. Installation and removal shall be done in such a way as to prevent damage to the 31 existing and/or new cables. 32 m. In the event of damage, the Contractor shall bear the responsibility of providing the 33 material and labor for replacement of defective cables at no extra cost to the City. 34 n. All conduit runs shall be measured accurately and precisely for determining cable 35 lengths to be installed. 36 o. A conduit run measurements shall take place in the presence of the Inspector. 37 p. The Inspector shall record all cable measurements and include the distances on an as- 3 8 built drawing. 39 q. In locations where new cables are to replace existing cables, the Contractor may use the 40 removed cables as a measuring device to determine the lengths of the new cables to be 41 installed. 42 r. However, this does not relieve the Contractor of his responsibility to record accurate 43 measurements of all cable lengths. 44 s. The manufacturer's recommended maximum pulling tensions shall not be exceeded 45 under any circumstances. 46 t. If so required by the Inspector, the Contractor shall insert a dynamometer in the pull 47 wire as the cables are being pulled into the conduit to demonstrate that the maximum 48 tensions are not being exceeded. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 92 TRAFFIC SIGNALS Page 92 of 104 1 u. The cable shall be fed freely off the reel into the conduit without making a reverse 2 curve. 3 v. At the pulling end, the pull wire and cables shall be drawn from the conduit in direct 4 line with the conduit. 5 w. Sheaves or other suitable devices shall be used as required to reduce any hazards to the 6 cable during installation. 7 x. The cables shall be adequately lubricated to reduce friction and further minimize 8 possible damage. 9 1) Such lubricants shall not be the grease or oil type used on lead sheathed cables, but 10 shall be 1 of several commercially available wire pulling compounds that are 11 suitable for PVC sheathed cables. 12 2) They shall consist of soap, tale, mica, or similar materials and shall be designed to 13 have no deleterious effect on the cables being used. 14 y. Cables shall be neatly trained to their destinations. 15 z. The Contractor shall adhere to the cable manufacturer's recommended values for the 16 minimum bending radii to which cables may be bent for permanent training during 17 installation. 18 1) These limits do not apply to conduit bends, sheaves, or other curved surfaces 19 around which these cables may be pulled under tension while being installed. 20 2) Larger radius bends are required for such conditions. 21 aa. Wire and Cable 22 1) All wire and cable shall conform to the requirements shown in the Drawings, 23 except wire and cable specifically covered by other Items of this Contract. 24 bb. Controller Cabinet Wiring 25 1) Wiring for the controller cabinet shall consist of connecting (1) signal wires, (2) 26 loop detector wires, (3) power wires, (4) ground wires, and (5) pedestrian push 27 button wires to their respective terminals in the cabinet. 28 2) 1n the controller cabinet, stranded signal conductors from the field shall be stripped 29 back and a solderless terminal connector (spade lug) shall be attached by means of 30 a crimping tool. 31 3) These terminal Connectors shall be inserted under the binder head screw and 32 tightened securely. 33 4) Other wiring for the controller shall be completed as shown on the wiring diagrams 34 and in the instructions furnished with the controller by the manufacturer. 35 5) All field wiring in cabinets shall be neatly installed. Incoming cables shall be 36 trained to their destination and neatly laced together. 37 a) All spare wires shall be trimmed and neatly coiled with the ends taped. 38 b) Detector lead-in cables shall have their insulation jackets removed from their 39 terminal strip connection to the bottom of the cabinet. 40 6) Pedestrian push buttons shall have a ground wire that is completely isolated and 41 independent from all other ground wires. 42 a) This wire shall be connected to the designated terminal in the controller 43 cabinet. 44 b) A pedestrian isolation board shall be in place. 45 cc. Signal Head Wiring 46 1) No splicing of cable shall be allowed. 47 2) Conductors shall run as follows: 48 a) An unbroken 20-conductor cable and I bare #8 shall run from the controller 49 cabinet to each pole pier. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 1 2 3 4 5 6 7 8 9 10 dd. 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 47 48 ee. ff. 3441 10 - 93 TRAFFIC SIGNALS Page 93 of 104 b) An unbroken 7 conductor, #14 AWG (or larger) cable shall run from the signal pole base to each 5-section or 4-section signal head; an unbroken 5 conductor, ff14 AWG cable to each other 3-section; an unbroken 4 conductor, #14 AWG cable to each pedestrian signal head. 3 conductor, # 14 AWG (or Iarger) shall run to each pedestrian push button or APS unit. c) Each cable shall be identified as referenced on the pole wiring detail sheet provided in the Drawings with permanent marking labels (Panduit type PLM standard single marker tie, Thomas and Betts type 548M or equivalent) at each ground box, pole base and controller. Luminairc Wiring 1) 2 #8 cables shall run from service disconnect in parallel around the intersection as on the Drawings. 2) Luminaire wiring connection may be made in the nearest ground box to the traffic signal pole; such connection shall be placed in a water tight seal. a) If more than 3 wires are splice together in the traffic signal cabinet then a Kearney connector (or approved equivalent) shall be used as required. 3) Run 2 98 cables from terminal panel in signal pole to luminaire. Terminals 1) The ends of all stranded wires from the controller cabinet and from the signal heads sball be twisted at least 3 turns and wire nut applied in the base of the signal structure. Identification of Signal Wires and Cables 1) IMSA color coded signal cable shall be used for all signal systems. a) Colors shall be continuous from the point of origin to the point of termination. 2) Each signal cable, detector lead-in cable and communication cable shall be designated with permanent marking labels or (Panduit type PLM, Thomas and Betta type 548M standard single marker type or equivalent) and color coded tape at each pull box and in the controller cabinet. 10. Power Lead-in Cable a. Perform work in accordance with the details shown on the plans. 11. Ground Conductors a. Perform work in accordance with the details shown on the plans. 12. Ground Rod a. Properly install and connect a ground rod for each controller cabinet, power drop and signal pole pier to reduce any extraneous voltage to a safe level. b. The ground rod shall be located so as to minimize the Iength of the grounding - conductor run. c. For pole mounted cabinets a grounding rod and grounding conductor shall be installed at the nearest foundation or ground box. d. All grounding circuits shall be substantial and permanent and shall be electrically continuous with an ohms -to -ground resistance not to exceed 10 ohms when tested by volt -ohm -meter. e. UFER grounding shall be used for illumination poles. £ Grounding Connectors and Electrodes 1) When the location precludes driving a single ground rod to a depth of 8 feet (2.4 m), or when a multiple ground rod matrix is used to obtain the required resistance to ground, ground rods shall be spaced at least 6 feet apart and bonded by a minimum No. 6 AWG copper wire. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract Various Project Numbers Revised March 16, 2017 3441 10 - 94 TRAFFIC SIGNALS Page 94 of 104 1 2) Connection of grounding circuits to grounding electrodes shall be by devices which 2 will ensure a positive, fail-safe grip between the conductor and the electrode (such as 3 lugs or pressure connectors). 4 a) No splice joint will be permitted in the grounding conductor. 5 3) Each grounding rod shall be driven into the ground to a depth sufficient to provide the 6 required resistance (10 ohms) between electrodes and ground. 7 13. Ground Boxes 8 a. Use established industry and utility safety practices when installing or removing 9 ground boxes located near underground utilities. Consult with the appropriate utility 10 company before beginning work. 11 b. Fabricate and install ground boxes in accordance with the details, dimensions, and 12 requirements shown on the plans. Install ground box to approved line and grade. 13 c. Lubc bolts, clean out cover rim, and clean ground box inside and out prior to final 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 47 48 inspection. d. Removal 1) Remove existing ground boxes and concrete aprons to at least 6 in. below the conduit level. Uncover conduit to a sufficient distance so that 90 degree bends can be removed and conduit reconnected. Clean the conduit in accordance with Item 618, "Conduit." Replace conduit within 5 ft. of the ground box. Remove old conductors and install new conductors as shown on the plans. Backfill area with material equal in composition and density to the surrounding area. Replace surfacing material with similar material to an equivalent condition. 14. Traffic Signal Structures a. The Contractor shall install all traffic signal structures in accordance with the Drawings. 1) Deviation from the Drawings because of physical obstructions, such as overhead utilities or in appropriate mast arm length to fit a relocated foundation, shall be worked out with the Inspector and approved prior to installation. 2) Stake the traffic signal pole locations for verification by the City. b. Poles shall have nuts on top and bottom of the pole base plate. 1) Anchor bolts for mast arm signal poles shall be set so that 2 are in tension and 2 are in compression. 2) The exposed length of the anchor bolt between the top of the foundation and the bottom of the leveling nut should not exceed one bolt diameter. c. The traffic signal pole heights and mast aril lengths shown on the Drawings and in the material summary are to be used for bidding purposes only. d. Prior to fabrication, the Contractor, in cooperation with the Inspector, shall make field measurements to determine the actual pole height necessary to ensure a vertical clearance of 17 feet minimum and 19 feet maximum from the roadway surface to the bottom of the lowest point on the signal head assembly or mast arm and to determine the mast arm lengths required to mount the traffic signal heads over the traffic lanes. I ) The masts arms shall be straight and level in the area where the signal heads are attached. 2) These field measurements and evaluations shall be determined from the actual field location of the pole foundations, considering all above and below ground utilities and the existing roadway elevations and lane widths. e. Transformer bases for pedestal poles shall be leveled and tightly secured to the foundation before the structure is placed on the base. CITE' OF PORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 95 TRAFFIC SIGNALS Page 95 of 104 1 1) If shims are required for leveling, total shim height shall not exceed 1/2 inches. 2 2) Foundation anchor bolts shall extend a minimum of 1 inch through each nut in the 3 base. 4 f Except as modified herein, erection of traffic signal structures shall be in accordance 5 with the applicable Specifications and standards of the RISC Manual of Steel 6 Construction. 7 1) Erecting equipment shall be suitable for the Work and shall be in proper working 8 condition. 9 2) Where parts cannot be assembled or fitted properly as a result of errors in 10 fabrication or deformation due to handling or transportation shall be reported t l immediately to the Inspector. 12 3) Straightening of plates and angles or other shapes shall be done by approval of the 13 manufacturer. 14 4) No corrections will be allowed that will void the manufacturer's warranty. 15 5) A letter from the manufacturer approving the corrections shall be required or the 16 material may be rejected by the Inspector. 17 g. Use established industry and utility safety practices when working near underground or 18 overhead utilities. Consult with the appropriate utility company before beginning such 19 work. 20 h. Erect structures after foundation concrete has attained its design strength. 21 i. The steel structure frame shall be lifted as shown in the manufacturer's specifications 22 and all match marking shall be followed. 23 1) Temporary bracing shall be used wherever necessary to support all loads to which 24 the structure may be subjected, including equipment, operation, and material 25 loading. 26 2) Such bracing shall be left in place as long as may be required for safety. 27 3) The various members, after being assembled, shall be aligned and adjusted 28 accurately before being fastened. 29 4) Fastening of splices on compression members shall be done after the abutting 30 surfaces have been brought completely into contact. 31 5) No welding or bolting shall be done until the structures have been properly aligned. 32 j. Bearing surfaces and surfaces which will be in permanent contact with each other shall 33 be cleaned before the members are assembled. 34 1) Bearing plates shall be set in exact position and shall have a full and even bearing 35 upon the concrete. 36 2) As erection progresses, the Work shall be bolted to take care of all dead load, wind 37 and erection stresses. 38 3) All erection bolts used in welded construction may be tightened securely and left in 39 place. 40 4) If removed, the holes shall be filled with plug welds. 41 k. Field bolting shall be in accordance with the requirements specified for shop 42 fabrication. 43 1) Untrue holes shaII be corrected by reaming. 44 2) Where the surface of a bolted part has a slope of more than 1:20, a beveled washer 45 shall be used to compensate for the lack of parallelism. 46 3) Bolt heads and nuts shall be drawn tight against the Work with a suitable wrench 47 not less than 15 inches long. 48 4) Bolt heads shall be tapped with a hammer while the nut is being tightened. 49 1. Field Painting of Structures CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 96 TRAFFIC SIGNALS Page 96 of 104 1 1) Surfaces where the shop coat of paint has been damaged shall be retouched after 2 installation. 3 a) The cleaning, pretreatment, and priming of welds and the areas adjacent thereto 4 shall be done promptly after the acceptance of the weld. 5 b) Care shall be taken to properly mask signals heads, signs, pedestrian 6 pushbuttons and their mounting hardware to keep paint from splashing onto 7 these components. 8 c) Masking shall be removed after completion of the painting process. 9 d) A sufficient number of paint coatings shall be applied to each structure to result 10 in a uniform finish once completed. 11 e) All structures shall be air blasted using high pressure air to remove peeled paint 12 and dust prior to application of new paint. 13 m. Bolted parts shall fit solidly together when assembled and shall not be separated by 14 gaskets or any other interposed compressible material. 15 1) When assembled, all joint surfaces, including those adjacent to the bolt heads, nuts, 16 or washers, shall be free of scale, except tight mill scale, and shall also be free of 17 burrs, dirt, and other foreign material that would prevent solid seating of the parts. 18 2) Each fastener shall be tightened to at Ieast the minimum bolt tension as 19 recommended by the pole manufacturer using ASTM A325 or A490 bolts for the 20 size of fastener used. 21 3) Threaded bolts shall be tightened with properly calibrated wrenches or by the 22 "turn -of -nut" method. 23 4) Bolts may be installed without hardened washers when tightening takes place by 24 the "turn -of -bolt" method. Any bolt tightened by the calibrated wrench method (or 25 by torque control) shall have a hardened washer under the element (nut or bolt 26 head) turned in to a point not closer than 7/8 of the bolt diameter from the center of 27 the washer. 28 n. Grouting 29 1) The Contractor shall perform all Work required to complete the grout work 30 associated with installing the signal structure and furnish all supplementary items 31 necessary for its proper installation. 32 o. Where signal poles and/or mast arms exist on raised foundations that are to be removed 33 and installed on new foundations, the Contractor shall store these poles, mast arms, 34 street lights, and wiring until they can be installed on their new foundations. 35 p. Vibration dampers 36 1) Dampers shall be installed using Astro Sign Brac or Signflx Aluminum Channel or 37 approved equivalent. 38 q. Signs 39 1) The Contractor shall furnish, install and relocate existing signs as shown in the 40 Drawings. 41 2) Mast -arm signs shall be mounted with Astro-sign Brac or Signfix aluminum 42 channel or equivalent as approved by the Engineer. 43 3) Metro street name signs shall be mounted level with the ground as shown on the 44 City's Standard Details. 45 15. Foundations 46 a. All foundations shall be staked by the Contractor and approved by the Inspector prior 47 to excavation. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 97 TRAFFIC SIGNALS Page 97 of 104 1 1) While staking the pole locations, the Contractor, along with the Inspector, shall be 2 cognizant of pedestrian needs by verifying the location of the push buttons and the 3 pedestrian heads. 4 b. Concrete foundations for signal structures shall be located so that the closest face is a 5 minimum of 3 feet from the face of the nearest vertical curb. 6 1) Before excavating foundations probe to determine the location of utilities and 7 structures. 8 2) Foundations shall be paid for once, however, payment for additional work due to 9 unforeseen conditions will be negotiated based on number of labor hours and 10 materials used. 11 3) Furnish all supplementary items necessary for proper foundation installation. 12 c. Excavation for all foundations shall be done in accordance with lines and depths 13 indicated on the Drawings. 14 1) All loose material shall be removed from the excavation before concrete is placed. 15 2) Any water shall be removed by pumping or bailing. 16 3) The use of explosives will not be permitted. 17 d. Foundations shall be constructed to the dimensions shown on the Drawings. 18 1) The Contractor is required to make certain that the top of the finished foundation is 19 level and formed. 20 2) Anchor bolts and conduits shall be held rigidly in place by a template until the 21 concrete is set. 22 e. A mechanical vibrator shall be used for compacting and working the concrete. After 23 the concrete has been placed and the top struck off, it shall be covered with wet cotton 24 or burlap mats or other appropriate form of curing, for not less than 96 hours. 25 f. All bracing and templates for anchor bolts shall remain in place for 96 hours after the 26 concrete is poured. 27 1) During that time, the anchor bolts and conduit shall not be subjected to any applied 28 strain. 29 g. Backfill shall be tamped with mechanical tamps in 6 inches Iayers to the density of the 30 surrounding ground. 31 1) Where excavation is made in the roadway shoulder, the shoulder shall be replaced 32 with material equivalent to the original composition. 33 h. All excavated material, not required for backfilI, shall be promptly removed and 34 disposed of by the Contractor, outside the limits of the Project. 35 1) The Work Site shall be kept clean and neat at all times. 36 i. No concrete shall be placed when the atmospheric temperature drops below 40 degrees 37 Fahrenheit (temperature reading taken in the shade away from artificial heat) unless 38 permission to do so is given by the Inspector. 39 1) Refer to Section 03 30 00. 40 j. The City shall supply to the Contractor the controller cabinet anchor bolts and specific 41 cabinet templates, when the City furnishes the controller cabinet. 42 k. The cabinet door shall open to the north. Controller face plate shall also face north. 43 Field terminations shall be done on the south side of the cabinet. 44 1. Pole anchor bolts shall be aligned to be parallel to the tangent of the street curb that the 45 pole is intended to serve. 46 in. Tubing used to form pole foundations shall not be visible and all exposed concrete shall 47 be finished with vinyl concrete patch mix to provide a smooth quality finish with all 48 voids filled and no aggregate exposed. 49 n. The cost of the Work shall be included in the unit bid price for this item. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 98 TRAFFIC SIGNALS Page 98 of 104 1 16. Hardware Signal Pole Paint 2 a. Requirements for poles and railings 3 1) Cleaning 4 a) The entire surface shall be cleaned free of dirt, grime and oils before applying 5 the primer coat. 6 b) Use vinegar wash applied with a sponge or cloth over the entire surface. 7 2) Sanding 8 a) Spot sanding may be required in order to remove flaking paint and to provide a 9 smooth surface. 10 3) Priming 11 a) Primer coat shall be applied with a brush or roller. 12 b) The entire surface shall be covered, even over existing painted or galvanized 13 surfaces. 14 c) Spraying is not permissible. 15 4) Finish coat 16 a) Finish coat shaII be applied with a brush or roller. 17 b) The entire surface shall be covered, even over existing painted or galvanized 18 surfaces. 19 c) Spraying is not permissible. 20 5) Parking meter housings, luminaire heads, signal heads, photo control eyes, 21 pedestrian push buttons and sign faces shall be protected for paint splash. 22 6) Controller cabinets and circuit boxes mounted to poles shall be painted to match 23 the color of the pole. 24 7) The ambient temperature shall be 40 degrees Fahrenheit and rising and dry 25 conditions. 26 b. Requirements for traffic signal heads 27 1) Traffic signal heads should be cleaned by wiping it with a damp sponge or rag to 28 remove all the dust and dirt. 29 2) Lens and back plate should be masked off. 30 3) The outside of the traffic signal head should be painted traffic yellow (RAL 1023) 31 and the inside of the lens visors should be painted flat black. 32 4) The outside of pedestrian signal head should be painted traffic yellow (RAL 1023). 33 5) The ambient temperature shall be 40 degrees Fahrenheit and rising and dry 34 conditions. 35 17, Signal Controller 36 a. Each controller cabinet shall be modified for use at a specific intersection in accordance 37 with the instructions included in the Drawings. 38 1) Each cabinet shall be prepared and tested for on -the -street use 39 b. Connect all field wirings to the controller -cabinet assembly. 40 1) The City will assist in determining how the detector loop lead-in cables are to be 41 connected in the cabinet. 42 2) The City will program the controller, the conflict monitor, detector units, and other 43 equipment in the controller cabinet and turn on the traffic signals. 44 c. All wiring modifications made in conjunction with preparing the cabinet for use at a 45 specific intersection shall be documented on the cabinet prints for that intersection. 46 18. Roadside Flashing Beacon Assembly 47 a. Installation 48 1) Install in locations as shown in Drawings. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 2 3 4 6 7 8 9 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 47 3441 10 - 99 TRAFFIC SIGNALS Page 99 of 104 2) Stake the pole location for approval by City or Engineer. 3) Install pole, breakaway base, connectors, wiring, signal beacons, sign and foundation as shown on the Drawings or as directed. 4) Install the flasher control assembly on the electrical service pole. 5) Install watertight breakaway electrical fuse holders in all line and neutral conductors at breakaway base. 6) Use established industry and utility safety practices to erect assemblies near overhead or underground utilities. 7) Consult with the appropriate utility company prior to beginning such work. b. Relocation 1) Disconnect and isolate the electrical power supply prior to removal of the assembly. 2) Remove existing assembly as directed. 3) Unless otherwise directed, salvage existing components such as sign, beacons, pole, and base. 4) Repair or replace lost or damaged components as directed. 5) Relocate existing assembly to the location shown on the plans or as directed. 6) Install existing assembly at new foundations. 7) Remove existing foundations. 8) Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. c. Removal 1) Disconnect and isolate existing electrical power supplies prior to removal of the assembly. 2) Remove existing sign panel, beacons, pole, and base from existing assembly. 3) Store items to be reused or salvaged without damaging. 4) Store sign panels above the ground in a vertical position at locations shown on the plans or as directed. 5) Accept ownership of unsalvageable materials and dispose of in accordance with federal, state, and local regulations. 6) Unless otherwise shown on the plans, remove abandoned foundations, including steel, to 2 $. below the finished grade. 7) Backfill with material equal in composition and density to the surrounding area, and replace any surfacing, such as asphalt pavement or concrete riprap, with like material to equivalent condition. 19. School Zone Flasher Assembly a. Installation 1) Install in locations as shown in Drawings. 2) Stake the pole location for approval by City or Engineer. 3) Install pole, breakaway base, connectors, wiring, signal beacons, controller, modem, sign and foundation as shown on the Drawings or as directed. 4) Install watertight breakaway electrical fuse holders in all line and neutral conductors at breakaway base. 5) Use established industry and utility safety practices to erect assemblies near overhead or underground utilities. 6) Consult with the appropriate utility company prior to beginning such work. b. Relocation CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at 'Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 100 TRAFFIC SIGNALS Page 100 of 104 I 1) Disconnect and isolate the electrical power supply prior to removal of the 2 assembly. 3 2) Remove existing assembly as directed. 4 3) Unless otherwise directed, salvage existing components such as sign, beacons, 5 pole, and base. 6 4) Repair or replace lost or damaged components as directed. 7 5) Relocate existing assembly to the location shown on the plans or as directed. 8 6) Install existing assembly at new foundations. 9 7) Remove existing foundations. 10 8) Accept ownership of unsalvageable materials and dispose of in accordance with 11 federal, state, and local regulations. 12 c. Removal 13 1) Disconnect and isolate existing electrical power supplies prior to removal of the 14 assembly. 15 2) Remove existing sign panel, beacons, pole, and base from existing assembly. 16 3) Store items to be reused or salvaged without damaging. 17 4) Store sign panels above the ground in a vertical position at locations shown on the 18 plans or as directed. 19 5) Accept ownership of unsalvageable materials and dispose of in accordance with 20 federal, state, and local regulations. 21 6) Unless otherwise shown on the plans, remove abandoned foundations, including 22 steel, to 2 ft. below the finished grade. 23 7) Backfill with material equal in composition and density to the surrounding area, 24 and replace any surfacing, such as asphalt pavement or concrete riprap, with like 25 material to equivalent condition. 26 20. Rectangular Rapid Flashing Beacon (RRFB) Assembly 27 a. Installation 28 1) Install in locations as shown in Drawings. 29 2) Stake the pole location for approval by City or Engineer. 30 3) Install pole, breakaway base, connectors, wiring, control panel, solar panel, battery, 31 light bar, signage, pedestrian push button, and foundation as shown on the 32 Drawings or as directed. 33 4) Install watertight breakaway electrical fuse holders in all line and neutral 34 conductors at breakaway base. 35 5) Use established industry and utility safety practices to erect assemblies near 36 overhead or underground utilities. 37 b. Relocation 38 1) Disconnect and isolate the solar panels prior to removal of the assembly. 39 2) Remove existing assembly as directed. 40 3) Unless otherwise directed, salvage existing components such as sign, light bar, 41 solar panel, pole, and base. 42 4) Repair or replace lost or damaged components as directed. 43 5) Relocate existing assembly to the location shown on the plans or as directed. 44 6) Install existing assembly at new foundations. 45 7) Remove existing foundations. 46 8) Accept ownership of unsalvageable materials and dispose of in accordance with 47 federal, state, and local regulations. 48 c. Removal CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCLIMI NTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 t0-101 TRAFFIC SIGNALS Page 101 or 104 1 1) Disconnect and isolate solar panel prior to removal of the assembly. 2 2) Remove existing sign panel, light bar, solar panel, pole, and base from existing 3 assembly. 4 3) Store items to be reused or salvaged without damaging. 5 4) Store sign panels above the ground in a vertical position at locations shown on the 6 plans or as directed. 7 5) Accept ownership of unsalvageable materials and dispose of in accordance with 8 federal, state, and local regulations. 9 6) Unless otherwise shown on the plans, remove abandoned foundations, including 10 steel, to 2 ft, below the finished grade. 11 7) Backfill with material equal in composition and density to the surrounding area, 12 and replace any surfacing, such as asphalt pavement or concrete riprap, with Iike 13 material to equivalent condition. 14 21, Powder Coating Traffic Signal Structures 15 a. All galvanized exterior surfaces shall be coated with a Urethane or Triglycidyl 16 Isocyanurate (TGIC) Polyester Powder to a minimum film thickness of 2.0 mils 17 (0.002"). 18 b. Prior to application, the surfaces to be powder coated shall be mechanically etched by 19 brush blasting (Ref. SSPC-SP7) and the zinc coated substrate preheated to 450 degrees 20 for a minimum of one hour in a gas fired convection oven. 21 c. The coating shall be electrostatically applied and cured in a gas fired convection oven 22 by heating the zinc coated substrate to a minimum of 350 degrees Fahrenheit and a 23 maximum of 400 degrees Fahrenheit. 24 d. The thermosetting powder resin shall provide both intercoat as well as substrate fusion 25 adhesion that meets 5A or 5B classifications of ASTM D3359. 26 3.4 FIELD QUALITY CONTROL 27 A. Field Tests and Inspections 28 1. Initial testing of all materials, construction items, or products incorporated in the Work will 29 be performed at the direction of the City. 30 a. Embankment construction shall conform to 31 24 00. 31 b. All backfill of structures shall conform to 33 05 10. 32 c. Excavation shall conform to 3123 16. 33 2. The failure to require tests of materials by the Inspector shall in no way relieves the Contractor 34 of his responsibility of furnishing materials conforming to these Specifications. 35 3. Tests, unless otherwise specified, shall be made in accordance with the latest methods of the 36 ASTM or other approved test methods. 37 a. The Contractor shall provide such facilities, as the Inspector may require, for the 38 collecting and forwarding of samples and shall not use the materials represented by the 39 samples until tests have been made. 40 b. The Contractor shall furnish adequate samples without charge. 41 4. Vehicle detector loops 42 a. Prior to termination of the loop lead-in in the controller cabinet an installation test shall 43 be made by applying not less than 500 volts DC to the completed detector loop. 44 1) A minimum resistance of 1 megohm shall be obtained by use of a meter. 45 b. After the above tests are completed and the lead-in cable has been terminated in the 46 cabinet, the Contractor shall assist the Inspector in determining the loop inductance of 47 each loop detector. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City ProjectNo. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 102 TRAFFIC SIGNALS Page 102 of 104 1 1) A detector loop analyzer shall be used to determine the total inductance of the loop 2 in the pavement and its associated lead-in cable as well as to determine the 3 percentage shift in loop inductance for various size vehicles that actuate the 4 detector. 5 5. Signal cables 6 a. The Traffic Management Manager or designee may require that all cables shall be 7 checked for insulation resistance upon installation and prior to termination. The tests 8 shall be made with a test set operating at a minimum of 500 volts DC applied to the 9 conductors. I0 b. Each conductor in the multi -conductor signal cables shall be tested for insulation I I resistance relative to each other and to the outer covering of the cable. The minimum 12 acceptance value for insulation resistance shall be 1 megohm. 13 6. Controller cabinet 14 a. If the controller cabinet is to be supplied by the Contractor for this Project, the cabinet 15 shall be tested at a facility located within the Dallas/Fort Worth area. 16 b. The Contractor shall notify the Inspector or his representative a minimum of 3 Working 17 Days prior to beginning the test period of his intent to test a cabinet or group of cabinets. 18 c. At this point, the City may schedule an inspection team and notify the Contractor of the 19 earliest date and time the team can visit. 20 d. Each cabinet shall be tested with a controller unit for a minimum of 24 continuous hours. 21 1) The cabinet test will include conflict monitor functions, detector unit function and 22 load switch operation for conformance with cabinet hardware specifications, etc. 23 2) The cabinet must successfully pass all items otherwise the test is restarted for 24 another 24 hour period. 25 B. Non -Conforming Work 26 1. In the event that a material, construction item, product incorporated in the Work, embankment, 27 backfill, excavation or any other item tested, fails to satisfy the minimum requirements of the 28 initial test described above, appropriate prove -out tests shall be made as directed by the 29 Inspector to determine the extent of the failure and to verify that corrective measures have 30 brought the Item up to Specification requirements. 31 a. The cost of all testing necessary to determine the extent of the failure and the adequacy 32 of the corrective measures shall be the responsibility of the Contractor. 33 3.5 SYSTEM STARTUP 34 A. The Contractor shall coordinate with the Inspector to have a qualified technician on the Site 35 when the traffic signal is placed into operation. 36 B. During the 30 day test period, the contractor shall be responsible for any trouble calls and shall 37 make all necessary action to repair the problem. The City will be responsible for traffic signal 38 timing operation only. 39 C. The Contractor shall provide a local telephone number (not subject to frequent changes) where 40 trouble calls are to be received on a 24-hour basis. 41 D. The Contractor's response time to reported calls shall be within a reasonable travel time, but not 42 more than 2 hours maximum. 43 E. Appropriate repairs shall be made within reasonable time. CITY OF PORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 103 TRAFFIC SIGNALS Page 103 of 104 1 1. If, after further diagnosing the problem, the qualified technician determines the problem is 2 in the equipment supplied by others, the Contractor shall notify the Inspector. 3 F. 30 days test period will restart after completing each signal failure due to workmanship 4 G. No extra compensation will be allowed for fulfilling the requirements stated above. 5 3.6 CLOSEOUT ACTIVITIES 6 A. Prior to final acceptance by the City, the Contractor is responsible for removal, replacement and 7 reinstallation of any damaged material at the Contractor's expense. 8 B. Whenever the Work provided for and contemplated under the Contract has been found by the 9 Inspector to be completed to his / her satisfaction on any individual signalized intersection, or 10 interconnected system of signalized intersections, as shown in the Drawings, final cleaning up of l I said signalized intersection has been performed and the traffic signal equipment supplied by the or 12 has operated continuously for a minimum of 30 days in a satisfactory manner, the Contractor will 13 be released from further maintenance on that particular intersection. 14 1. Such partial acceptance will be made in writing and shall in no way void or alter any terms 15 of the Contract. 16 2. If equipment fails, a new 30-day test period will start when the equipment has been 17 repaired or replaced. 18 C. for school zone flasher assemblies. the Contractor shall configure file sysiL in anid tWvrts. ario 19 train t1w Carty in t6e �t operation of The RS.BrvlS, to el7abIa the City to utiJize Ilie RSBMS 20 rar 1lie 6bjvz4ves:=ibied nix . 21 3.7 PROTECTION 22 A. Prevent any property damage to property owner's poles, fences, landscaping, mailboxes, etc., 23 and repair any damages. 24 B. Provide access to all driveways during construction. 25 C. Protect all underground and overhead utilities, including sprinkler systems, and repair any 26 damages. 27 3.8 MAINTENANCE 28 A. While performing Work under this Contract, the Contractor bears the sole risk of loss for 29 damages to or destruction of any traffic signal equipment or appurtenances, on equipment that 30 was not to be replaced or installed under this Contract, but which was damaged or destroyed 31 through the fault or negligent acts of the Contractor. 32 B. The Contractor shall replace such damaged or destroyed equipment, etc., at no cost to the City, 33 regardless of whether or not the damaged or destroyed equipment, etc., was a part of t1ds 34 Contract or any warranties under this Contract. 35 C. The Contractor's responsibility shall cease under this paragraph upon written acceptance of an 36 intersection by the City. 37 D. The Contractor's responsibility for full operation and maintenance of all traffic signal equipment 38 shall begin when he starts any type of Work which effects active intersection control at the first 39 intersection and shall extend through the period of final Project acceptance of each intersection. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 3441 10 - 104 TRAFFIC SIGNALS Page 104 of 104 1 E. This maintenance responsibility includes existing controllers/masters, existing interconnect and 2 cabling systems, existing signal indications, existing vehicle detectors, new controllers/masters, 3 new signal hardware, new cabling systems, and other hardware elements which are considered part 4 of either the existing or the new traffic signal system. 5 F. It is recognized that the City may continue to make a first response to any trouble call. Action on 6 such response will, however, be limited to placing the intersection on flash, replacing load switches 7 or detector amplifiers, erecting temporary control devices, requesting immediate traffic control by 8 uniformed police officer, or other such action deemed necessary to provide a safe operation. 9 1. Such action will in no way relieve the Contractor of his operation and maintenance 10 responsibility. I I G. The Contractor shall be required to notify the Inspector or Traffic Management Division at least 24 12 hours in advance of any planned controlled change -outs or any other operational procedures. 13 H. Battery Back-up System 14 1. The BBU shall provide voltmeter standard probe input jacks (+) and (-) to read the exact 15 battery voltage drop at the inverter input. 16 2. The BBS shall be equipped with both Input and Output AC circuit breakers, and with either 17 a DC circuit breaker or fused battery harness. 18 3. All components, terminations, terminal blocks, relays, etc. shall be fully accessible. 19 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised March 16, 2017 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 34 4113 REMOVING TRAFFIC SIGNALS 344113-1 REMOVING TRAFFIC SIGNALS Pagel of3 5 A. Section Includes: 6 1. The removal and salvaging of traffic signal equipment 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 -- Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1 — General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 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 A. Measurement and Payment 1. Dispose of Full Traffic Signal a. Measurement 1) Measurement for this Item shall be per lump sum (LS) Traffic Signal Intersection removed and salvaged. b. Payment 1) The work performed and the materials furnished in accordance with this Item shall be paid for at the price bid for per each "Salvage Traffic Signal" performed. c. The price bid shall include: 1) Removing the following items: a) Signal heads b) Poles c) Mast arms d) Foundations e) Ground boxes f) Conduit g) Cable h) Signs i) Electrical services j) Amplifiers k) Controllers 2) Returning equipment to the City, if specified 3) Excavation 4) Hauling 5) Clean-up 2. Dispose of Traffic Signal Pole and Mast Arm Assembly a. Measurement CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 3441 13 - 2 REMOVING TRAFFIC SIGNALS Page 2 of 3 1 1) Measurement for this Item shall be lump sum traffic signal pole and mast 2 arm assembly removed and salvaged. 3 b. Payment 4 1) The work performed and the materials furnished in accordance with this 5 Item shall be paid for at the price bid for per each "Dispose of Traffic 6 Signal Pole and Mast Arm Assmbly" performed. 7 c. The price bid shall include: 8 1) Removing the following items: 9 a) Signal heads 10 b) Poles 11 c) Mast arms 12 d) Foundations 13 e) Cable 14 f) Signs 15 2) Excavation 16 3) Hauling 17 4) Clean-up 18 5) Returning equipment to the City, if specified 19 1 3 ADbBNISTIR/.TWE REQUWE 'BS 20 6 (-m. dTmMon 21 1. Coordination will be made with the City of Fort Worth Signal Shop two working 22 days prior to removal. The point of contact for this action is Cedric Dorsey at 817- 23 319-7895 or Lee Soria at 682-715-8620. 24 25 1.4 DLq r HRV, STORAGL AND RANDLURG 26 A. Defivery and At: ctptdisce RaluYicIrre nth 27 J . The Contractor is responsible to dispose of all material and equipment deemed 28 unsalvageable by the City of Fort Worth, and shall dispose of them in accordance 29 with local, state and federal laws as applicable. Material and equipment deemed 30 salvageable by the City of Fort Worth will be delivered to either of the following 31 city facilities as directed. 32 a. Yuma Yard: 3299 Yuma Street, Fort Worth, TX 76104 33 b. City of Fort Worth Signal Shop: 5001 James Avenue, Fort Worth, TX 76115 34 2. Contractor shall properly dispose of all material unless told otherwise by the 35 Engineer or Inspector. 36 3. Any salvaged materials that the City requests will be delivered by the Contractor to 37 the City at a location designated by the Inspector. 38 4. The Inspector, assisted by authorized representatives, will serve as the receiving 39 agent for salvage material. 40 B. Storage and Handling Requirements 41 1. The Contractor will ship and handle all salvage material (heads, poles, cabinets, 42 cable, signs, amplifiers, etc.) in a manner so as to prevent damage to these items. 43 Signal heads will be removed from poles prior to shipping. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 344113-3 REMOVING TRAFFIC SIGNALS Page of 1 2. All cables must be secured in controIIer cabinets to prevent damage during 2 shipment and handling. 3 3. All screws will be tightened into their respective slots to prevent loss during 4 shipping. 5 4. The controller and all supplemental control equipment (conflict monitors, detector 6 amplifiers, load switches, etc.) will be removed from the cabinet prior to cabinet 7 removal and given to the Inspector at the time of the signal turn -on. 8 5. The Inspector will identify existing damage to salvageable material and mark 9 damaged items in the field before they are delivered to the City yard. 10 a. If damage to material is the fault of the Contractor, the Contractor will have 3 11 Working Days to make repairs or supply like items, at the Contractor's 12 expense, for damaged items. 13 b. If the Contractor fails to repair or replace damaged items in said time, the City 14 may charge the Contractor for the assessed value as determined by the Traffic 15 Services Manager or designee. 16 PART 2 - EXECUTION 17 2.1 REMOVALS 18 A. Special Techniques 19 1. Curbs and sidewalks 20 a. Secure permission from the Inspector before cutting into or removing any 21 walks or curbs which might be required during construction. 22 b. Where possible, dig under sidewalks. 23 1) If the Contractor chooses to remove or cut the sidewalk, the concrete must 24 be sawed and broken out and then restored to an equal or better condition. 25 than the original. 26 2, Foundations 27 a. All foundations subject to removal (as indicated on the Drawings) shall be 28 razed to a level at least 2 feet below the ground surface. 29 b. If the foundation subject to removal is located within a sidewalk, the foundation 30 shall be removed to a depth equal to or greater than the thickness of the 31 walkway. 32 c. Once the foundation is removed, the ground surface shall be restored to 33 surrounding conditions. 34 3. Ground Boxes 35 a. The hole remaining from ground box removal shall be filled and the ground 36 surface shall be restored to surrounding conditions. 37 b. Any conduit elbows found within the ground box to be removed shall be out back 38 to a minimum of 12 inches below the natural ground surface. 39 4. Signs 40 a. The existing stop sign panels, or any grounded mounted signs, as shown on the 41 Drawings, will be removed after the traffic signals are placed in flash and 42 before the signal is turned to full colors by City forces. 43 END OF SECTION CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 20, 2012 3441 65 - 1 FOUNDATION ANCHOR ASSEMBLY Page 1 of 2 1 SECTION 34 41 65 2 FOUNDATION ANCHOR ASSEMBLY 3 PART 1 A GENERAL 4 1.1 SUMMARY 5 1 A. Section Includes: 6 1. Furnishing and Installation of foundation anchor assembly. 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 11 Contract 12 2. Division 1 --- General Requirements 13 1.2 PRICE AND PAYMENT PROCEDURES 14 A. Measurement and Payment 15 1. Furnish and Install Foundation Anchor Assembly as specified in the contract 16 documents. 17 a. Measurement 18 1) Measurement for this Item shall be per each foundation anchor 19 assembly furnished and installed. 20 b. Payment 21 1) The work performed, and materials furnished in accordance with this 22 Item shall be paid for at the unit bid price per each "Furnish/Install 23 Prefab Pelco Anchor Foundation (or approved equivalent). 24 c. The price bid shall include: 25 1) Furnishing and installing foundation anchor assembly 26 2) Site preparation and restoration 27 3) Mounting Hardware 28 4) Any additional hardware required for fully installed foundation anchor 29 assembly as specified on contract documents. CITY OF FORT WORTH Traffic Signal Modifications and Upgrade STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS at Various Locations Throughout the City Revised December 14, 2017 City Project No. Unit Price Contract, Various Project Numbers 347113-1 TRAFFIC CONTROL Pagel of4 1 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 flans 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily Iimited to: 10 1. Division 0 Bidding Requirements, Contract Forms and Conditions of the Contract 11 2. Division 1— General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Installation of Traffic Control Devices 15 a. Measurement 16 1) `Phis Uum is c ngideftd mingi -y to thin various Items bid. 17 b. Payment 18 1) The work performed and materials furnished in accordance with this Item 19 are subsidiary to the various Items Said and no other compensation will be 20 allowed. 21 c. insollation ofThaffik, wantral l< yees siriall incladc; 22 1) Traffic Control implementation 23 2) Installation 24 3) Maintenance 25 4) Adjustments 26 5) Replacements 27 6) Removal 28 7) Police assistance during peak hours 29 8) Adherence to City and Texas Manual on Uniform Traffic Control Devices 30 (TMTJTCD) 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 (TMUTCD). 37 3. Item 502, Barricades, Signs, and Traffic Handling of the Texas Department of 38 Transportation, Standard Specifications for Construction and Maintenance of 39 Highways, Streets, and Bridges. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No, Unit Price Contract, various Project Numbers Revised December 19, 2016 3471 13 -2 TRAFFIC CONTROL Page 2 of 1 1.4 ADMINISTRATIVE REQUIREMENTS 2 A. Coordination 3 1. Contact Traffic Manzgewent Division (817-392-7738) a minimum of 48 hours 4 prior to implementing Traffic Control within 500 feet of a traffic signal. 5 B. Sequencing 6 1. Any deviations to the Traffic Control Plan included in the Drawings must be first 7 approved by the City and design Engineer before implementation. 8 1.5 SUBMITTALS 9 A. Provide the City with a current list of qualified flaggers before beginning flagging 10 activities. Use only flaggers on the qualified list. 11 B. Obtain a Street Use Permit from the Street Management Section of the Traffic 12 Engineering Division, 6M Tluu lanollon Street. The Traffic Control Plan (TCP) for 13 the Project shall be as detailed on the Traffic Control Plan Detail sheets of the Drawing 14 set. A copy of this Traffic Control Plan shall be submitted with the Street Use Permit. 15 C. Traffic Control Plans shall be signed and sealed by a Iicensed Texas Professional 16 Engineer. 17 D. Contractor shall prepare Traffic Control Plans if required by the Drawings or 18 Specifications. The Contractor will be responsible for having a licensed Texas 19 Professional Engineer sign and seal the Traffic Control Plan sheets. 20 E. Lane closures 24 hours or longer shall require a site -specific traffic control plan. 21 F. Contractor responsible for having a licensed Texas Professional Engineer sign and seal 22 changes to the Traffic Control Plan(s) developed by the Design Engineer. 23 G. Design Engineer will furnish standard details for Traffic Control. 24 PART 2 - PRODUCTS 25 2.1 ASSEMBLIES AND MATERIALS 26 A. Description 27 1. Regulatory Requirements 28 a. Provide Traffic Control Devices that conform to details shown on the 29 Drawings, the TMUTCD, and TxDOT's Compliant Work Zone Traffic Control 30 Device List (CWZTCDL). 31 2. Materials 32 a. Traffic Control Devices must meet all reflectivity repiirz ments included in the 33 TMUTCD and TxDOT Specifications — Item 5Q2 al y% during construction. 34 b. Electronic message boards shall be provided in accordance with the TMUTCD. 35 PART 3 - EXECUTION 36 3.1 PREPARATION 37 A. Protection of hi -Place Conditions CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December I9, 2016 34 71 13 - 3 TRAFFIC CONTROL Page 3 of 1 1. Protect existing traffic signal equipment. 2 3.2 INSTALLATION 3 A. Follow the Traffic Control Plan (TCP) and install Traffic Control Devices as shown on 4 the Drawings and as directed. 5 B. Install Traffic Control Devices straight and plumb. 6 C. Do not make changes to the location of any device or implement any other changes to 7 the Traffic Control Plan without the approval of the Engineer. 8 1. Minor adjustments to meet field constructability and visibility are allowed. 9 D. Maintain Traffic Control Devices by taking corrective action as soon as possible. 10 1. Corrective action includes but is not limited to cleaning, replacing, straightening, I I covering, or removing Devices. 12 2. Maintain the Devices such that they are properly positioned, spaced, and legible, 13 and that retroreflective characteristics meet requirements during darkness and rain. 14 E. If the Inspector discovers that the Contractor has failed to comply with applicable federal I5 and state laws (by failing to furnish the necessary flagmen, warning devices, barricades, 16 Iights, signs, or other precautionary measures for the protection of persons or property), the 17 Inspector may order such additional precautionary measures be taken to protect persons 18 and property. 19 F. Subject to the approval of the Inspector, portions of this Project, which are not affected by 20 or in conflict with the proposed method of handling traffic or utility adjustments, can be 21 constructed during any phase. 22 G. Barricades and signs shall be placed in such a manner as to not interfere with the sight 23 distance of drivers entering the highway from driveways or side streets. 24 H. To facilitate shifting, barricades and signs used in lane closures or traffic staging may 25 be erected and mounted on portable supports. 26 1. The support design is subject to the approval of the Engineer. 27 I. Lane closures shall be in accordance with the approved Traffic Control Plans. 28 J. If at any time the existing traffic signals become inoperabL- lac visa of construction 29 operations, the Contractor shall provide portable stop signs with 2 orange flags, as 30 approved by the Engineer, to be used for Traffic Control. 31 K. Contractor shall make arrangements for police assistance to direct traffic if traffic signal 32 turn-ons, street light pole installation, or other construction will be done during peak traffic 33 times (AM: 7 am — 9 am, PM: 4 pm - 6 pin). 34 L. Flaggers 35 1. Provide a Contractor representative who has been certified as a flagging instructor 36 through courses offered by the Texas Engineering Extension Service, the American 37 Traffic Safety Services Association, the National Safety Council, or other approved 38 organizations. 39 a. Provide the certificate indicating course completion when requested. 40 b. This representative is responsible for training and assuring that all flaggers are 41 qualified to perform flagging duties. CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December I9, 2016 3471 13 - 4 TRAFFIC CONTROL Page 4 of 1 2. A qualified flagger must be independently certified by 1 of the organizations listed 2 above or trained by the Contractor's certified flagging instructor. 3 3. Flaggers must be courteous and able to effectively communicate with the public. 4 4. When directing traffic, flaggers must use standard attire, flags, signs, and signals 5 and follow the flagging procedures set forth in the TMUTCD. 6 5. Provide and maintain flaggers at such points and for such periods of time as may be 7 required to provide for the safety and convenience of public travel and Contractor's S personnel, and as shown on the Drawings or as directed by the Engineer. 9 a. These flaggers shall be located at each end of the lane closure. 10 M. Removal 11 1. Upon completion of Work, remove from the Site all barricades, signs, cones, Iights 12 and other Traffic Control Devices used for work -zone traffic handling in a timely 13 manner, unless otherwise shown on the Drawings. 14 3.3 END OF SECTION 15 16 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Traffic Signal Modifications and Upgrade at Various Locations Throughout the City City Project No. Unit Price Contract, Various Project Numbers Revised December 19, 2016 \» D10 11 ►:/ GC-6.06.13 Minority and Women Owned Business Enterprise Compliance GC-6.07 Wage Rates CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised duly 1, 2011 Traffic Signal Task Order Construction Services at Various Locations Through -out the City City Project No. Unit Price Contract, Various Project Numbers GC-6m06.1) Minority and Women Owned Business Enterprise Compliance THIS PAGE CLEFT INTENTIONALLY BLANK CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised duly 1, 2011 Traffic Signal Task Order Construction Services at Various Locations Through -out the City City Project No. Unit Price Contract, Various Project Numbers ATTACHMENT IA Page 1 of 4 FOWL WORTH City of Fort Forth Minority Business Enterprise MBE Subcontractors/Suppliers Utilization Form OFFEROR COMPANY NAME: Check applicable block to describe EARTC '-,BE Offeror PROJECT NAME: 71 TRAFFIC SIGNAL MODIFICATIONS AND UPGRADE AT VARIOUS LOCATIONS THROUGHOUT THE CITY BID DATE 2/21 /2019 City's MBE Project Goal: Offeror's MBE Project Commitment: PROJECT NUMBER TRAFFIC SIGNAL MOOIRMTIONSNIO UPGRADE AT VARIOUS LOOATIONSTHROUGL %O DID Identify III subcontractors/suppliers you Will use on this project Failure to complete this form, in its entirety wilth requested dowmentation', and received by the Purchasing Division no Dater than 2,00 p.m. on the second City business day after bid opening, exclusive of bid opening date, wJ11 result 1n the bid being considered non -responsive to bid specificafions. The undersigned Offerer agrees to enter into a formal agreement with the MBE firms) 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 diaquallfication and will result 'in the bid being considered non -responsive to bid specificafions_ MBEs listed toward meeting the project goal must be located in the six (6) county marketplace at the time of bid or the business has a Significant Business Presence in the Marketplace. Marketplace is the geographic area of Tarrant, Dallas, Denton, Johnson, Parker, and Wise counties. Prime contractors must iden#Jfy by Her level of all subcontractorstsuppliers. 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 1"tier, a payment by a subcontractor to Its supplier is considered 2"d tier. The prifne contractor is responsible to provide proof of payment of all tiered subcantrac#ors identifled as a MBE and counting those dollars towards meeting the contract commifted goad, 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 givers credit as long as the MBE listed owns and operates at least one Billy licensed and operational truck to be used on the contract. The MEE may lease trucks from another MBEs firm, Inel'uding AMSE 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. 2110/15 FaRH ATTACHMENT IA Page 2 of 4 Offerors are required to identify ALL subcontractorslsupplie rs, regardless of status; i.e., Minority and nfln-MBEs. MBE firms are to be listed first, use additional sheets if necessary. Please note that only certified MBEs will be counted to meet an MBE goal. SUBCONTRACTORISUPPLIER Company Name Address Telephone/Fax Email Contact Person T i ` NCTRCA ° Detail Subcontracting Work Detail Supplies Purchased Dollar Amount E B g Buyers Barricadesy X-vr- 7409 Baker Blvd Richland Hills, TX 76118 DFW: (817) 601-6414 Fax: (817) 831-7171 Jeremiah jeremiah@buyersbarricads.com ❑ We are going to be purchasing from Buyers all the safety equipment and Traffic control Up to $75,000.00 El 1:1 El El 11 Rev. 2/10115 FoRTWOR7 H Ir- ATTACHMENT IA Page 3 of 4 Offerors are required to identify ALL subcontractors/suppliers, regardless of status; i.e., Minority and nan-MSE=. 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. SUBCONTRACTOR/SUPPLIER Company Name Address Telephone/Fax Email Contact Person T i e r NCTRCA — N ° ra �- Detail Subcontracting Work Detail Supplies Purchased Dollar Amount B E e E El 1:1 El F-1 1:1 El El El Rev. 2/10115 pOR ATTACHMENT Page 4 of 4 Total Dollar Amount of MBE Subcontractors/Suppliers s Up to $75,000.00 Total Dollar Amount of Non -MBE Subcontractors/Suppliers TOTAL DOLLAR AMOUNT OF ALL SUBC©NTRACTORSISUPPLIERS $ Up to $75,000.00 The error will not make additions, deletions, or substitutions to this certified list without the prior approval of the Minority and Women Business Enterprise Office throuph the submittal of a Request for Approval o ChangelAddit orr form. Any+ unjustified change or deMioa shall be a material breach of contract and may result in debarment in accord with the procedures o0lined In the ordinance. The Offeror shall submit a detailed explanation of how the requested changeladdltion or deletion will affect the committed MERE 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. Authorized Signature President 1 Owner Title EAR°TC Company Name 16201 Bratt©n Ln. Address Austin, TX 78728 City/State/Zip Printed S[ Carlos Reyes Contact NamelTitle (if different) (512) 218-4200 or (512) 850-1490 Telephone and/or Fax carlos.reyesaeartc.com E-mail Address 02/21 /2019 Date Rev. 2/10/15 GC-6.07 Wage Rates THIS PAGE LEFT INTENTIONALLY BLANK CITY OF FORT WORTH ,STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised July 1, 2011 Traffic Signal Task Order Construction Services at Various Locations Through -out the City City Project No. Unit Price Contract, Various Project Numbers General Decision Number: TX180035 01/05/2018 TX35 Superseded General Decision Number: TX20170035 State: Texas Construction Type: Highway Counties: Archer, Callahan, Clay, Collin, Dallas, Delta, Denton, Ellis, Grayson, Hunt, Johnson, Jones, Kaufman, Parker, Rockwall, Tarrant and Wise Counties in Texas. HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels, building structures in rest area projects & railroad construction; bascule, suspension & spandrel arch bridges designed for commercial navigation, bridges involving marine construction; and other major bridges). Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, it it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually_ Please note that this EO applies to the above -mentioned types of contracts entered into by the federal government that are subject to the Davis -Bacon Act itself, but it does not apply to contracts subject only to the Davis -Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol_gov/whd/govcontracts. Modification Number Publication Date 0 01/05/2018 * SUTX2011-007 08/03/2011 Rates Fringes CONCRETE FINISHER (Paving and Structures) ......................$ 14.12 ELECTRICIAN ......................$ 19.80 FORM BUILDER/FORM SETTER Paving & Curb ...............$ 13.16 Structures ..................$ 13.84 LABORER Asphalt Raker... ..........$ 12.69 Flagger.....................$ 10.06 Laborer, Common .............$ 10.72 Laborer, Utility ............ $ 12.32 Pipelayer...................$ 13.24 Work Zone Barricade Servicer....................$ 11.68 POWER EQUIPMENT OPERATOR: Asphalt Distributor ......... $ 15.32 Asphalt Paving Machine ...... $ 13.99 Broom or Sweeper ............ $ 11.74 Concrete Pavement Finishing Machine ........... $ 16.05 Concrete Saw ................$ 14.48 Crane Operator, Lattice Boom 80 Tons or Less ........ $ 17.27 Crane Operator, Lattice Boom over 80 Tons ........... $ 20.52 Crane, Hydraulic 80 Tons or Less .....................$ 18.12 Crawler Tractor .............$ 14.07 Excavator, 50,000 pounds or less .....................$ 17.19 Excavator, over 50,000 pounds ......................$ 16.99 Foundation Drill , Truck Mounted .....................$ 21.07 Foundation Drill, Crawler Mounted .....................$ 17.99 Front End Loader 3 CY or Less ........................$ 13.69 Front End Loader, over 3 CY..$ 14.72 Loader/Backhoe..............$ 15.18 Mechanic ....................$ 17.68 Milling Machine .............$ 14.32 Motor Grader, Fine Grade .... $ 17.19 Motor Grader, Rough ......... $ 16.02 Pavement Marking Machine .... $ 13.63 Reclaimer/Pulverizer........ $ 11.01 Roller, Asphalt .............$ 13.08 Roller, Other ...............$ 11.51 Scraper .....................$ 12.96 Small Slipform Machine ...... $ 15.96 Spreader Box ................$ 14.73 Servicer .........................$ 14.58 Steel Worker (Reinforcing) ....... $ 16.18 TRUCK DRIVER Lowboy -Float ................$ 16.24 Off Road Hauler .............$ 12.25 Single Axle .................$ 12.31 Single or Tandem Axle Dump Truck .......................$ 12.62 Tandem Axle Tractor with Semi Trailer ................$ 12.86 Transit -Mix .................$ 14.14 WELDER ...........................$ --------------------------------------- 14.84 ----------------------- WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis -Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the E0, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year. Employees must be permitted to use paid sick leave for their own illness, injury or other health -related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health -related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)). The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate). Union Rate Identifiers A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example: PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014. Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate. Survey Rate Identifiers Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non -union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier. Survey wage rates are not updated and remain in effect until a new survey is conducted. Union Average Rate Identifiers Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier. A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be. * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter • a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requester considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION