The URL can be used to link to this page

Home My WebLink About475768 TRINITY TRAFFIC AND LIGHTING STRUCTURES LLC - CONTRACT - BID - 7156 TRAFFIC SIGNAL POLESSERVICES AGREEMENT THIS AGREEMENT made and entered into the day and year set forth below by and between THE CITY OF FORT COLLINS, COLORADO, a Municipal Corporation, hereinafter referred to as the "City" and-Tfinity Traffic_and-Lighting-Structures,_LLC-formerly know as Trinity Structural Components, LLC, hereinafter referred to as "Service Provider". WITNESSETH: In consideration of the mutual covenants and obligations herein expressed, it is agreed by and between the parties hereto as follows: 1. Scope of Services. The Service Provider agrees to provide services in accordance with the scope of services attached hereto as Exhibit "A", consisting of one (1) page and incorporated herein by this reference. 2. Contract Period. This Agreement shall commence September 1, 2010, and shall continue in full force and effect until August 31, 2011, unless sooner terminated as herein provided. In addition, at the option of the City, the Agreement may be extended for additional one year periods not to exceed four (4) additional one year periods. Renewals and pricing changes shall be negotiated by and agreed to by both parties. The Denver Boulder Greeley CPIU published by the Colorado State Planning and Budget Office will be used as a guide. Written notice of renewal shall be provided to the Service Provider and mailed no later than ninety (90) days prior to contract end. 3. Delay. If either party is prevented in whole or in part from performing its obligations by unforeseeable causes beyond its reasonable control and without its fault or negligence, then the party so prevented shall be excused from whatever performance is prevented by such cause. To the extent that the performance is actually prevented, the Service Provider must provide written notice to the City of such condition within fifteen (15) days from the onset of such condition. 4. Early Termination by City/Notice. Notwithstanding the time periods contained herein, the City may terminate this Agreement at any time without cause by providing written notice of 1 SA rev03/10 EXHIBIT C INSURANCE REQUIREMENTS 1. The Service Provider will provide, from insurance companies acceptable to the City, the insurance coverage designated hereinafter and pay all costs. Before commencing work under this bid, the Service Provider shall furnish the City with certificates of insurance showing the type, amount, class of operations covered, effective dates and date of expiration of policies, and containing substantially the following statement: "The insurance evidenced by this Certificate will not be cancelled or materially altered, except after ten (10) days written notice has been received by the City of Fort Collins." In case of the breach of any provision of the Insurance Requirements, the City, at its option, may take out and maintain, at the expense of the Service Provider, such insurance as the City may deem proper and may deduct the cost of such insurance from any monies which may be due or become due the Service Provider under this Agreement. The City, its officers, agents and employees shall be named as additional insureds on the Service Provider's general liability and automobile liability insurance policies for any claims arising out of work performed under this Agreement. 2. Insurance coverages shall be as follows: A. Workers' Compensation & Employer's Liability. The Service Provider shall maintain during the life of this Agreement for all of the Service Provider's employees engaged in work performed under this agreement: Workers' Compensation insurance with statutory limits as required by Colorado law. 2. Employer's Liability insurance with limits of $100,000 per accident, $500,000 disease aggregate, and $100,000 disease each employee. B. Commercial General & Vehicle Liability. The Service Provider shall maintain during the life of this Agreement such commercial general liability and automobile liability insurance as will provide coverage for damage claims of personal injury, including accidental death, as well as for claims for property damage, which may arise directly or indirectly from the performance of work under this Agreement. Coverage for property damage shall be on a "broad form" basis. The amount of insurance for each coverage, Commercial General and Vehicle, shall not be less than $500,000 combined single limits for bodily injury and property damage. In the event any work is performed by a subcontractor, the Service Provider shall be responsible for any liability directly or indirectly arising out of the work performed under this Agreement by a subcontractor, which liability is not covered by the subcontractor's insurance. EXHIBIT D Colorado Department of Transportation standards (S-614-40 and S-614-40A) r -- GENERAL NOTES i 1. I.WFIC S:GwA O'ES ':ALL. AE DESLNED 10 1* THE REOUINkMENIS T€ W. 5 AY CL LINED IN ILL 5 OVAND SPECIFICATIONS FOR S fi tU"A1 SUPPORTS FOW _ IM,NWAY sG, >, iwU kfii K,D twr:c SIGNALS AiRIS„TO BY A45NF0 OC FOR A AVIND VE TY Or 9.3 MTii THE CONTRACTOR SHALL Smiff TKO TAMFW-,a45 Aryl. AS SIOWN UNLESS O' RW Y S AT:D �1 ® S S OF WOR:9 NG CRAA4"Y'<S. SK41CJ AND q.-IfD BY A PROrfS'.!f ON TIE F^AR THE 40 'l Mr„h I u H IG{I IS 1 fNGA CR 't:Gi RED I - TIC SIATF :IF COLORAn W ACCOROUY.f, WT'H MEASURLO f�W 'i- EOGE OF StOA>XR OR QJTL7 LIVE F � •R-LI ♦ Aaf T SECTION 10502 U hE S A)IOARO SVLWXATIDNS FOR ROAD AN) BRIDGE I IHF (IVER OF FR EMIWR IYL AS M ts} :7xNPC. 11 CAP I .- Gf1R'TRUCrION S.wl NF AT SLFTC NF FRC F TO WEAR MOON" (y •! wu WT'{ MPO 'PTRM1 S'ER MAST A M RE, OF 5 FTfI 1 PF3E<T2AN H BUTTON T. 5. Ah Wry, W S S Al , If ;.Zf N,AIfO OF STo fl N N 4 M Y,W ANfTCn fRc:M TO? OF rJ_:. TO A.Ci'ER Or LUM !,.ORE, 0r t/ II A MIN AI IM Yfl[I STR{AUIH L= 34 NS AND A MYWi.4 W(:t.PT iF O k `I 1) MU SIGN LU SO i AI 1r,LY' A EN d S NECESSARY TO A0C AN ? LQ, - -tff CRt tIFG AS Sr1;YAN OtI 1 R ttEFA! 1W OF 49.56 'r- F(y r tiH•N.L, Hh 3.LOA, ;, a ":It PLAN Y Aa DRtuw Al L DL r' *41B W¢, N CJ LCClE} 6 THC INSIA11T1 ILVvZ. X fh'+r1N i0 THE PULL TO NHIAN l` t' IF, THE .wA r--:R.} A4c,H M4 HF. ':I B N: J, AL S'IEFt mmk POLE ,iM' to SPM; HF PC] ,;STD WIRE OIE UAEYA20, r 11 7, r BOLT. BE 6` NSIDf N, gUIS k A.WLIC RG IO ASPM A121 S E:. SRAN WIRE P01.ES M:U. AECV, TIIf Y EOI.i AS SINW'N.>- (� TU S�II HF P�9r h) 0. OItC i:1EU C."ar R,%r - SJIfi A .GRI BAIL - 4. SPAS h C SHAIC Sr U.% TAUT 5 NO MORE TIEW S% SAC IS EIGHT GA11.1 h110 Y.04 F 6` Mill JAW DENiENU IVCO0Ni1 tlEC WIiFI vN FLAL I1fAJ< ARE VST413f •.J9' SPANYA.. ADAE ,,.. SEE DETAIL 5. tat II M r,ACRI,L SIGNAL . 1W;hT( SPAN WRE I{;t➢ SRRL kNf:LUDE IH? ., .._jAM ta)T AYT EXIE4.Kri L:' Frc POLL AND T E ARM V09 i'rE MONTISfi G'•' TICE =re' WASrjk PEDESTAL wM1Axr IFAAM).s, 6. S*NAI A.„:S SL P t&lo OViR RfM NAY SiO11 U F1 AF4'IIOXIMAIFLY TAL �tAP•I_E Si ANG CfE ar POLE INSTALLATION uu ALL A6�F rtucAxY cYwt O W".AfF�R.:'AU 7. WOUNtiNG FIARD'R4,RL FOR EACH W;73 C SCAT r1E Wl€ I'MISIC3 BY tit!tit! 114' ,r11fR rAA:E - j MANJfAC1URFR, IVC:UGLNG PQIE FIATS FOR 519E F%F MOUNTING. j f1'ETTPE SIRFN.7W5F. / B. ' RVKE ENIRIICk frlik" SFV, 6E 3 iN, Gp ANI[E0, INREAOLTI NO. WW; -�.' / A JIOR BOLTS AND TMRIATE. I � 09. LUMtAkM ARMS SKkU BE. ECUIPF;O WITH A STANDARD 2 14. SLPE"icR. BREM AWAY �({ BY VaVROLLuR €EfHCR ASSOM CARY.Sf MAR L A URERI 'C• PFDTSIA.. 11 PCI F5 FOR FOR Mf 1rO SIGNA.. OR vNTRiA.CAR .NET Ir1 STA6ViESS S&AL SI±iAS �_.. T SHA11 HE 4 IN 31 CA Ati SWdI. NAVE A TKW YL F"., I r SIR W I K 11 ALL POLES. PES TA_ AND WACTS >ALL AE Pll:,e0 A M1N:N3M OF 2 -f ^^•^ . SN'e:Al.'A.ES V'kNRf O mN IN; 5 7 or c 71Iff SMfBA Mfa:kin O SA1 7uC FOCI OF SF+51hCrR OF FAfz. SV.L K R UE or 'THE POLES }� imp' c CLASS 6 Tn MO,INIFD AWAY R M r FDII KL yY OR .$ APPROVED Of •-lr 12 CONCRE1L BALL B 4H ENTIW9RU CUSS U. a 16r�Eu WAY. b 3"6 AND I 2`0 CONDUIT 11 IrZ 7 FOOT POLE IN tF1Si.:I.AT '. WIT' LT SIGRAI. ,FADS. SIAI. TOP OF 2-J4{/-��-1 LWESS OTICI WISF NOi O ti AROL 6IRERJI6 A 6 _ POLr k;TI C4S. fN- CAP SEO Rt� I4 PiALF WITi 3 Sl s.RE14$. SECTION \'L � •� A1•.?NO ANC,•JP £IFS CAENtI A B 332 37` 27' -PC.;$SIAL f4 CENTER 0 N APRJN _ U 332. 5 33' �'ON 6 _ _ -'' {IO;A, 4 F ACED AS kiOWN) 1' 360 47' 2S' 1 8,14 TR-CAL PR ,'• .F yL KCtSTRW1 PUYr OUifOV " !•� '" o - 734 13 27` �' —•� : v, 2. MIN...... _- rDl. , 1 ' 6/!"ws 7 3" 1 FOOTING NOTES ^ PU'.L USE£'l. 5305 CAN N{US MAY6. •'•X (,li` HEX NIBS @ NSIAIi. kMHQR LOUTS (FUROR iiFD USf AN U' BASE', CA PER. ��???lll \ VoIT POLE) N k "-uk €LRrR S 2 MrN �7�- SURE E S cF 1 'CNPIATC PRINT -RYIStC iGG' OF :rOULD2R OR I /Ails ORDER) Ftis OF 'CURB 1. y1� VMNtiHC£E Sll4lt EC `APRO:N /�PtE�DEc�S^/TY�AYTLF1� NF�F7A.. PROVE Cl""� La.aru G.•-R,A OF 12 IN I CRLSI' A ROCK P� OTIN (D 4 IN UN. NU4 _.R:NRAEL V I 3A2 IN C A±AY..: FOR HOOPS kJ Art I jj MAY MUM A SN JIA IVER ROJ3 OVER ROUGH 4j._R Y.:: T STU I FROM f '.3A:105 �4j �u L Box 4• 0 4'-p' PI.I,. H0Y :Hr} FCtE, Q RIGMI I:OHIkU€ {14 R. HIV. CAISSON DESIGNS HWARE YFAI I':I.E LER S MIN, fkT'iN ,A'tiSGN HE FtA. •U AN ..UMR)1:) PLAN )NDER R,AOW'A'+) AY "NAY V ITY C At G. 111111 —GR-fiSkU RUCK C.#W€ SLOB PiCM R1 JSUA IHSFECreik OF JHE 3' 47\. .i '� PON FK:X'IO POUF OT MA'R;4 -S P RESfN€, III[ AST —IN PLACE CONTROLLER CABINET FOUNDATION DETAIL r_e' :u55NI DESIGN s.A..1tt wcrlrc RL A&a4'AF. C FU N:WKWS MAY n USED W,:EN AHf R✓iED "Y aE E'f.,rYLR. TOP OF L- N AI ON S.L.3 RrI 113E NO VCR- SRA,i DC 3 IN. O'AtkTTfR. AS OL`ERVMU Ur ML VNGTI ELF. TTA.N 4 I.N. A.QV_ THE F'INS'>EO fRA'E KID SRALL 6£ ,LU`a W:Iii :HE SoVA'ALK WHEN A SiCclimx CX.SIS. SPAN WIRE POLE DETAIL Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. C. A t L I 07 4 C9 jnlfl.lw J5v Oct,,; Comments 41- cr•s1 AMnr. a A TYPICAL TRAFFIC SIGNAL Lu I. vndOfl-D .- 07-I)4-I)E; 1..,a1y :: ,c,T �e �, Colorado 7(2INSTALLATION DETAILS S-6.14-40 F'u.l Falh Axw.A, iM.dt n.ca.NslO¢s::rS�p Aar17 =G� pnan� t3G51 -9132 543 1303) 7570 CAD V-:ACAD 7004 Sca'W. No la Scc!o kiiilu rL.' Safetyw 6„ Traffic Engineering Branch KCM iSSUed Hy: ltoffiC rD;ineeT nq v'rit Daly 4, 2006 Sheet NO, I of 7 1 Rev?/2009 GENERAL NOTES: I, R.Fi ER TO ROAIWAY PLNJS FOR Tl'E ACRIAL CCNF10URATION AND IDEATION Of TRArF{C SIGNV.. HEADS AND SOUS MAR<EO WTtl A., "2. X.I.-FtM.LS AND ARMS- {AILS HE : FA97;CA1F0 W-I, ASIs%. AS171 FIRACi! (S SIM t"INAIR£IAIR 1AS MAY HE FABRCATEL) W:TH ASTM A595 GLLV)> A STEEL. '6 1fHA MY.IV.UM YE.O POINT OF GF-Sb kSl.' 3 AIL POLES AND ARMS SHALL Cf)MPLY WITH THEW. "AWES :ONN,'T L€RANCE:S S? DFI£J I1 ASTM A`,00, AS01, ' OR A51M. `4.. A.: IRII F,S AND ARMS SiA<I BF. R^L:ND OR 0(7CFCAOOW'd 1 8E5 WITH'A 0.14 IN/Ft IME.R.. 5. 'MR Eh_D WASIf '.S. S-LL CONFORM TO ASTM. 1`436, 6. AIL "ES -0 MGVS SIM,I BrDAVAN.ZED,:rvyL)r AKG ,.UT:'il)r. Al'TCR�"ABR"IC'N IN A!:.,QRDANCE w101 ASTM A123... 7. POLE AND -MAST kRiJ SPLICES SWAU 8E MECI'ANK'AI1Y FORCED ToOoHER FOR A SNUG Fit, 8. BE ND BCiTS- STLALL ML.A307 GRAVE A STEEL AND ARE NOT RE6U:FLU FOR MUL :Bv QCD: POLES. MLC Hk,11t . A: E"`Nl l'LS 10 GUND BOLTS TH.IZIY FFh *'ON, 3( fsl VIER=^CKINC TEETH OR A CIM3'ATIx.N IHER,:01 1. TR.:V'r NI 1HE Kl„S'Ll 6.1A ?C11 TW511N(. 01v':I'H1,* PO.F'MAY HE USE;. AS AFPRCVEO.BY C. TATT DRIDGE, '! AL: MASTARMS MD(L 1IAN:40 IF IN LLNUHI MALL ELL TWO PIECE CCNSIRJC UN TO -MIT ARM W'E!ChJ'v 1O_:.A LA'v 7FP. ASIM A/25 4.S. RO .TS.,".M I. BF LISFn'FDR.ARA.(`HI IO; LLIM'.NNR=. ANCI MAST ARIAS. A LUBRICATED 1GHIENIV OYAQj O 178 '-LBS OR �V1� D'x4L/ iFF 91{;"S, 39 Fi LB ' FCR 1- GIAMET=N N) i=, hNP- ITOL. 196 FOR yy,, dME'TER DC M.i Br! O TO T:GHTFN A LS.. ,TS WAS' ARMS ^4L1 BE TEMPGPAR1Y `SL' 'RTEJ 'TO '?ME L AD OFF OF FIELD CONNL! T!CN' W'IiILE BOLLS ARE iCHTENEL` :K CRDCR 'O-TiRMlY SEAT T14E FLANGE PL11E. BOLTS SHAII. BE SECL:LNTTALL`,' 11CHFENED. ASSUMING F2. BOI1S AND A GLOfX rA::E'; ,:HE TIGF+,'LNINO 5U.'Of"'NCL WOULD HE 12: 6-1, Y, ETC. THIS PROCFSS. SHALL BE CONTINUED'JNTE NO'.IOOSE EDITS :ARE: tOJIJD AFTER A:.I, P.[}'.TS'HAVE BEEN LNiTIAILY TiG1yTEVEDi - ' ' I1.. CA13T POLE END CAP TO 8E SECJRF0FN PLACE WITH 3 Si' SCREWS. 17A„L 51(.T1AI. HEAVE. SIGNS, AND FIA4,)WARE $HAIL Htc F;E;ID I1tT5TIn,NF.I), 13, ACCESSOGIE$ TO DE HOT Dm GALVANIZED IN 4CCONDMiCE Wrtfi ASTTM A153 id At.i Pi.AIES AND SiLF1Nf1?S SHALI. RF FAHR:C41 WI'R AAS410 M270 (ASTM A/ 9) GRADE 38 STEEL. AND 6HAIi..,CMNY'NTH THE. DIM._VStCNA.. TOIERANCE. SPEGCED IN AS1M All. kL HANIDHALES SH.M.I: BE FABRICATF_D-W^H ASTM A572 GRADE 42 STEEL. 15. LEVELONG CONCRETE St!ALL-DE 3Uro'T'91 MR ENTRAINEL' CONCRETE VIBRATED iN POLE BELOW THE POLE BAST PILAI". 16, THE. D $'GNS HEREIN AS5VV.E: ,:AT_ SIGNN.S ARE. N X.LiD 'WITHIN THE R(MOWAY F+R15M ri°1H ]HE FOLLOAINC. SCIL PARAME7ERS: OL LCN "Yy J W./JI'r. 75N i. B.f rI. FOR M,A)UMI S11F'f CO.HLSJ'L l:LMt ANGi.F:-u -IT ION MEDIUM DKNS'L'. CON SION,F:SS SOIL. Sr':� t.5 FON TORSMuti. RE?2S'A!:CE AKn. 3.0, FOR FLFXUR&, RE'S:STAYCE 17. CONTACT TOE EK,1441ER it ANY OF T,E FOLLO'41NC SOIL CCNM1'CNS ARC ENCOUNTERED DLFF,G -DR .uNG: SIGNALS BL WYFI. HE " JADWAY PRIM. IB IHL SOLI ISAS A H:CH ORGANIC CONTENT OR CONS!e IS OF' SATURATED SILT AND CLAY, Ct' HE, S"i All", ,SU-, _ORT 11E WEK%HT 1% III ORIi.1:NG Ru), I01 RiE FOl!N-ON SOILP ARE NOT IIIMCGEIJDI;S. jE 'FIFiM.BEDROCk IS .ENCOUNTERED. Ia. CA$SCNS SHALL . HE PI_A F.:D A 4xSI UNU15TURBLU EAtirH,.. '9. CAISSDNS SFMLL BE'CON,S RvCTF_L' W:TH AIR ENTRAINED GvvS BZ:CONCRE"E IN ACCORDINCE 'W?TH SECTION .'i�^.} gi'TISC STANURD SPf.r.iF CA7M . R€AVORCIF4 SIM SlW HC OR.40E 60. la 12APSSOM CONCNIAL SHALL RI_ACH L.F.E SEVENPAY-RIGICIFD Si NFNCHI PR:04110 JISTM.ING THL SIDNAL, STRiX"RE, 21. U-DOLTS=AND ANCHOR DOLTS S".ALL BE FABRICATEDW:T!i AASHTO, M314-.90 GRADE Sri SEL,. 22.. AVCT!D BUL1S SHAI),.NE I'ABRICAF-`D Wti14 HIAVY Hk.X NOTS AND FLAT' WASIiEFFS, iHF1 A0'URPEN 12 INCT4.s AND. GAIVAN17L, L'PPLR 13 IN^ ;;,S OF FHE' ANCHOR HOLT5.. ILL:1.0 WFI,DING OF ANCIfOR E^, TS ID' REfwt OURIKG FRECON WILL NOT BE XAOWFO. 'Av ',40R BOLIS -c H.X 1, ELF, SET WITH.A STFEL' TFMPI.ATE UNIT. THE COFi RE** HAS OOrED AT LrAS' ICAO DAYS. THE ANCHOR BELTS SHALT BT. FGHTENm us: 0' TILL= TURN O NUT M 1TDC.. THE DDL•S HA.L FIfST BE T:IGF D . LY TO 'NUG PONT. "WwCH a DEFINED AS THE T< i,N;SS Tf1AT CKSTS WHET. HIES UPPER -AND OWC4 NOTS ARE :tl'IIRM MNTACT WITil PIE BASE ' Film W`-H MAST ARMFRET "L= )' i.kGT, THE UPnF:K AYG'I:,4ILR NJIS SHATJ. THEN EACH 9E ROfAiLD- AY ADDI:1GKAl. k]' T,JRN pa. 15') WITH AS: SLL GCING, HYDRAUo.IC 09 AIR MPACT WRENCH. 23 WELDING F SMEL:SKNUL CONFCRU TO TH_.REUU 7JEUETi?S Of N I/MWS DIA, ALL AREAS I0, Eli WELD,-D Ei BE GRGJND 'J DRI V VAL ALL 'A'CLD RC AND REW R 0 1 ^NC SItA._ DC COMA 1E D r�RE ANY MAI EFML S GALVAKt2 -JF' HCJM. E�RkN IAL AND STFIENCK W ULS'SI A.I DE tTN LL I1t L•IVL I,Y THE ,0 INC. THE E JHAJ IFD M,uNETI AR;ICI4 MiTHCO INIA,. OR;)4NC. WtTt JSSFCT�V 509. 111 d) OF THE 5. 4OARD SPECIICAFONS: I'!I,,.-ACCFFT.ANCI, CRTER:A IS SIATEO IN AHIE 6.1 OF MaIM'1„' DI:�: ALL LONGITU:JINAL WELOS, WTICN 6 114C11•'>' OF . POLL PENETRATION ORCUMfERENTIAL GR TOiF WELDS -AND FULL vEhE=1 N.0UDN NLL:S SHALL EE INSPECTED AS S✓LCIRLD AOM. MA%:MUM NLLL' UVDERCUT S!v4L1 F E.'J CI INN::He:5. 74. A,L F':,CT_R:CAI. CONNECTIOKS TO THE- SGVAIS 6HAIl, BE GROUNDED IN ACCOFOANCF. WITH AFPi'CA2l.E ELECTRICAL. CODES, 25. TRAFFIC SIGNAL, STRiiCTURES HAVE DUN DESIGNED IN ACCORDANOE: WFTH Thf,' AASFJTO`STANDNID SPECiFICATC.S FOR STRUCTURAL SVPPCRTS'FOR iGIIWAY $IONS WVINMRES, AND TRAFFIC SIGNALS. rOURT. _D(7101i, 200I. 26. A DESIGN WIND VEL.00M OF III)MPH AND ONE 12' iANE:WTTH A' 65' MPH Tr »K :Nul)CFC GUSTLOADIJG HA.E BEEN USED FOR THE DESIGNSHERE=N. 27. cprrp M11 TEST REPORTS IK LLCING CHARPY v ^1CTCIi TEST KSULIS, WELD`'INSPECTtON REPORTS AND EN --JAY.',() 14 L10IL PARTICLE TES "EPGRVSNMI JE SUU1VZIiED TO CCL'1 S'1AFF ti= 4201 ARKAN,AS AVE. DEN%48. CUEORADD 110222 AS 50(1Y a5 TFiFY BECOME AVAI,A4,}.. -.yN T,Sl H SUi�'TS. FOR, '.A57M A572 GRAN; S 42 A 4D- 65- S . TL, SHAik. HAVE. A MIKIMUM V.ALLIE OF 15 fT-LB$ FT' t0'F A6 PER THE li FRECUENCY TEST REOJ VENTS IN'AASIITO T243 (ASTM A673;, 28 . SF:tY DRAWINGS SIAx BI. S.JHMIJIED TO III[: LliGNMCFR FOR REVIEW IN AC(:LIHOA.'rx. wit, Eu,rrC'IDN I05.62, OF" UtC STANDARD SFECLriCRIlChS. 29, DEFINfTTONS: U.G.N, =.UNLESS OTHER'A'ISE _NOTED W.P:- WSRK POINT :W- TRAFFIC SIGNALS -()OWED ON MAST ARMS S=IA.L BE FJRNFS11EC W11H ASTRO TYPE MOUNTINC URACKEIS. 3 . ENS SECTION 'DIAVC-RS MOST BE N�FF1FFO -0 AC MUC,-)A OI Or-RO1M NETS, GA( AN 1,G H:CNNESS AND SEAV WELD -Rorus s0 PROVOE THE M.NIM M R-OLIRED' ARM .SLIP SPLICE _E.NC HS AND PCi V_MGLR.OV LAFS, 31 SECURE. ARIA FIANCE PLATE, POLE BASE ELATE, AND CONNEC ION FACEPLATE 0UR'NG WELDUJG TO PR£YIENT DISFU R,'ON. 34, ON;! DMIFF11 KHF. WTlll A NA%_MUM 6AMF:IF:R Dt^ -h- IS. A10WL41 Ay-;.00MPN> MARKLO Willi A A t0' ASi=UMM(p,q E €LF iRCAi„ WIRIN.", �FSIGN DATA 1: 4R. W.N.^. 910wN 1MS S'S�CNAF HOVOS, SH". TFR'ARM:.FNOTIIS MAY HAVE rFWFR FIFArOS. 'ITS. CONFIOVRATON IS -INTENDED 10. REPRESENT A WORS::fASE LOADING' CONC!TION. s : s SQracs r�N ' &M z-s ��`iGDS THE DESIGN. LrN(T'+ I' 'OR EACEI SERIES IS SHORN !N '. PARe , 4ES3S, 2. r!KJ'THE TW':N MAST. ARM CONNECTION, THE SFCCND ARM. IS. ASSUMED TO HE WITHIN W TO 125' OF THE: PRY RIMAARM AND IS ASSUMED TOFF ICADF,O Wf'H .THF SAME: LOABS-AS -:.HC)'AN AF.CVF, THE-SFCON;a4.W ARM MAY CIE THE SAME :.EN :TA AS OR SHOTI77R. THAN THE PRIMARY ARK I I- - - P-10 is. A-1,125 SO: Fl, 1:2. {CAME'HA) SINGLE MAST ARM CONNECTION CRO S H FiNEN(L (RFW NJ NUMBER - BLANK, R;frr ENCC' IS 10 SAME'. SHiUl) -SECTION -GR. DETA._ IDENIb.CATTON- ARROW HEK) FOR 5EC` JN COY ANU LEALER LINE FOR DETAIL V 4NTIUL,e, rUC tn,.,mailan I' f 'Dote' 07 G4.06. 1 Has: JSV Lull: 2lneeL Revisions, Colorado Deportment of Transportation: TYPICAL T:RAFFIC�SIGNAL STANI�A.R1� PLAN NO. a I Moar .cl a Da . 07 76 r 1 N: a ,^,orrnc�ls - ..-.4.? Fcsl A.I 1`J a A an:Ae i )Ut , FYA Ci.IJ.r J s Pl uce4,1 J (303) i_7.9.,4 INSTALLATION DETAILS S-614-40 F I P It wW d i s..1,o.co ,Ii(,e ISUUPou L` a G � �� . _. CAD VaF+ACC7C-04 S.e Im, tc ... cil, pigi i, 4= Safety a Traffic Engineering Branch KCM Issued By: traffic EngineeT:ng knit 'L9y 4, xm Sheet .No. 2i Of 7 2 Rev?/2009 Mnsr MAST ARM DATA MAST ARM CONNECTION DATA ARMH L'C.N6T BASE SECTION END SECTION ♦ STIFFENER FLANGE BOLT (L) (F(,1 IFNGTH (FT,) LIP m ON TRUNK a (INA 1HK. (IN,) I.FN(i"H VT.3 I.Y 0 iRI, 0 IHK, (IN.) (IN.) � (IN.) NO Or IHK, (IN) wR)IH (N.) .JF,O,r LIN.) ftAJiiiS TIN) ANGLE WAtL WILD (IS. KAI` WE: - .IN.) ilA, IN) "HR (IN,) SOl KV. Y-'LU (IEI�) N(. OF I:IA (IC) C 'CIF: J'n. HQ... EA. (IN.) ANG':E i" 29.25 G.SO 10.59 fl. 119.', N.A. N.A. N.A. N.A.. 6 0.50 3z 7 6,89 300 0179 0.375 24 11DO O.E79 6 1.0 Ifi 1.125 6C.0' aO 39.11 6.50 11.4)8 0.2391 N.A. N..A. I N.A. N.A.. A U.50 A.0 8 $ 12 22.5' 0.2'.S9 0.375 2.3 1.25 U,239 8 1.S 17 t.625 A'i.'J' 50 25.15 9.47 12.99 0.3125 25 6.50 10.00 0.1793 8 0.75 4- 6 8.12 22.5 0250 0.625 2a ,5D 0,250 8 1,5 18 1.625 15 or G5 25.35 12.57 16.07 0.3125 40 7.So I 73.10 0.1793 B C.75 5.0 lil 10.60 2:2.5" 0.250 4.s2.°i 24 }.7s n.25:) 8 1.5 z.a 7.4u5 55.P }7.57 17.45i 0„3125 40 7.SD :3,10 0,1703 10 D.7ri - 11.84 18.0' 0.250 0.87.5 31 }.7ri 0.250 10 1.5 25 1,87:: 6;Y T Y - DAMETER OF A ROUND TUBE. Z P rPFNOICUTAR DISTANCE BFTWFFN FIATS, Y AND 7. A{C OUTSIDE IDE D.AMFT H (.MFNSIONi. 7JY HAro M:)Sl 8E ,36 MI!'i1A€:;M. OPTIONAL MULTI -SIDED POLE OR MAST ARM 1C' OR 15' NOWNA (St. 2 r .LL•. HOR 4NIAL f1 3 SE_T,K N. ............... ._....... ..._... rr Z � 182 %GR I j o� 0 ARM „f 15' ArtM -W L L -. (L HANLHOLE ON fE FO-E �" �j//-ti• R = 12' FOR 10' ARM AND A / ..rr/A 4p' FOR 15' AIM « 'LACK WELD '^� '�..„.,� IEACKr31"PiATf. 11, OE . Ti11GK REMGrA3LE END . CAP PROMDED ON ALL POa5 AND ARMS. I PROADFO "C" HOOK AT POLE ENE` AND BJILI'-UP BOX NO FOR PARING AND HALINC END CAP DETAIL HAC 31 C1 N IC,NG":II INS DE5 1111 Ll E': L(N( II AS PF3 - €E MAST ARM SIP SPL€CL n lTAII•' 9IILDW'. ---1U aLAI" •)--Y • ♦ F; GEN[Rz NOT, 31 0 SI €F17 2 OF 7. NR S CTION +• F ARM AI.''0 SIMPLEX aO wALI, STOP All WELDS YT` aAT OF PRATE EDGES .AND BO T HOl E5 1` rA - E.S 1 L PATE .)-)1 • 3%- FOR 30' ARM U FR HANOHOLE ARM.. ACCESS (TYP! t."3.. I ,�,^ PGIMI OF WITH 8` C HOE .AND ARM 3i • TANGENCY AT C € iF E 2 SIFT. X I!AND!IOLE ON >M LEX PLAT;; -- - CUS L. '� END OF 1G 1T,".,„� _ � P AIE5 " '.� 5 ET PLATE PR JECFICIJ 1 . r.�'-� �3O('IQM PLATE ., _O . G (TYPECAL IOP AND BDTI :M F.ATFZ) s' c0 AE -1"m ACCESSSE LLE S D Tq.JGc , J y� m H 5 DAR THRGUCII 3g` secrloN y- \ 3§ NEB 5EN r? ')AMRF HOLE RJ ARM IMP'E% Yi"® CAP SGREw',-. ,.ASKONIEU OF A2,736 PLATE. AP iJ LES IN TOT. 2 U i:LVEI( 3'AiE SECTION e O ` S.M VAN PI.ATr. .i: U S=� IGN 2 FOR "- �`-• • 7 CK COvER i>tAIE N AFTER (:N .JJ12iNC, F PGA_ FUii 5 0 � }• Ox S:M?„GX 80TI1 ARMS.SECTION E E ARM SIMPLEX %LATE T L COVER PLAIF, l z FOE CLARITY � FOR GEfi:l ITY y u+ T i cod-I-'o . 5 (1 K '�'�-._.. ROUT IN A,Tk NE'PR' I o rp ,4i� POLE_ 4�1. 1sw•cH HA c.NY�aI: a YrALL c?Niin SECTIO fDETAI s GUSSET-_.._ , "ND SEL'E10N POLE WALL THICK ffl.k AND WTTCM FOR PIA`:.5 S1'0 A JUAt UNEY. WEt D 'THICKNESS ///jjj 15` NO WEAR AREA ENn SECTION WITH 'JIB m () T _ f I (TYP, Al' EA. END �_ SIfOP DULLED ;;GEES RADaiS = OF Ai.l. a W£D 0.375 D 0.375 n LEGS) ' I e ... _ - .......... ^CTA,'"'^m_""�„•'_... - ( DE AI ' x WO A32s THRU B(k.TS -- u (PEEN EXPOSED THREADS--- --' A,^.ER ASSEMdl'Y)� 1.5 0 MIN 1 -' BASE SE2Y}ON WITH STIFFENER DETAIL MAST ARM SLIP 5ELKI D TAI EELD DRLLER lyd"` HOLES ,�- u V HOOK DETAIL Bir Ac AL'' CORNEY.S AN"' ERGES }g" Iv((Mu(wl �neec Revlsfons Colorado Department of Transportation 07 04 6 Tral �s !Sv pule CPr.+me++1x 47RI Est Arka gab A o- D) a 0 -0 a 06 Ir 1 .'s• AC i Da. a Ocl✓ I,a 60222 t laic c� - s/fk i•=nS;+PJc(J P'+o n ( U') 7�7 3U43 ., h I3Dli 757 9B2U .le. S6Eb4JU307.6w °.•^�"�' •� .. 4 Scle: Not I. Scao dls EA n Safety & Traffic Engineering Branch KCM Rev7/2009 3 LUMINAIRE ARM NOTES I. 10' LUMINAIRE ARM SHAFT: WALL TH:C;SNESS = 0.7793 LINEAR TAPER - G_Ih I.`:./F'T.; DIAMETER AT AREA SIMPiEX P.ATv - 4.068'. 2, 15• LUMINAIRE ARM SHAFT: WALL IHCKNESS C 1793 UNEAR IA - R D 14 IN,/FT,: DAM -ER AlARM IN P _ck. P AIE 4 679", I. t, POLE AND PRIMARY MAST ARM FIANCE WF,0 STIiPENER I DO I� ANOLF. SEE :'ElAIL L ONE S-eE7 6 ^C 7 AN,I E-..1 Irr FNER - SEE , /y DETAIL THIS SHEET 0 , �� STIFFENER ....... Q.....STIF .. ............}. WuL We D FENEF ,-LA IAIE _ WELD BOLT -- '--430_T HOLE C'.RCLF. 4 5 -FLANGE PLATE SECT O D D (DOLTS NOT SIIOIYN FOR CLARITY) TYPICAL TRAFFIC SIGNAL STANDARD PLAN INU. INSTALLATION DETAILS S-614-40 Issued Hy: traffic Iingineerng Uri Ji;ly 4, 1,006 Sheet NO. 3 of 7 BLIND BOLT BUILT-UP BOX DATA POLE DATA MAST ARM LCNGIII D�TA r NE$s Pf BnX LATF.S (Ih.)PER- PG,e 'AaL {IN.} SIDE PLATE TOP PLATE BOTTOM PLATE BASE SECTION LF. ;H T(IN V BIC. TOM @ TFIK ( } (tN.} (IN.) END SECTION LUMINAIRE Lt C TH". (FI,) -) (3\.)So LENGTH T*,e NO. f%A, N0. RCKR .7'S ;1 (;N } WEDI'i f'pR O - 4 (tN,) K'IOlfl F(iR 0 + 45'WITH (IV.) 2d 0.'IS e 4 "..50 0.1875 22 23.75 28.053 22.29 ILI1 12.23 1;.}?25 10.54 i3 17.2.'.9t2,00 0.1875 25 26.71 29.367 .22.E7 ti.81 14.98 0,3125 2O.7i 9G O.239iW :.4i 0.75 '2 J '<.50 G.1975 26 27.75 30<7i 22-Z 14_$e 11.98 C.3125 20,'79,9k 'J.2391e5 480.75 12. 4 2.75 0.1875 31 32.75 35.99.', 22.77 13.64 21.73 U.3125 21_M 89 0.239375 60 D.75 12. 5 '.S.C4 0.1,975 3S 54.75 58.204 23.08 20.75 2:1.98 03725 21.i2 T9e O.2391 = ntl 7Rf = L(MOP+HSI`IFLrAtiii+3, 2'0 MAX. ACCESS >iOLE IN THE POLE BASE SECT;ON; 2" X 15` VF.RTCAI .I.Y SLCITF.D HOLE IN I-F. POLE END SECTION TCP OR 90-TOM PLATE WIOTTi q 5E,CCNI?A'.,`r • USE U-,ROER ARM IN A DOUELE ARM SIGNAL TO DETERMINE PATE 1=.CKNESS AND DIMENS:CNS. SEE GEfiERAL f107F. 31 ON SHEET 2 OF 7. � Q. PO!v AND PDX / .... 4 F'RiMARY nrin!-",\ BpLI ANCI.E. TOF PIATE VADTH ---'-COVER PLATF - - STIFFFNF ` SIC SECT:CN E r ,ANGLE \ Ex. W.P. AT f ACCESS OLE EN SECT SON --I - -t 4-: WAX. ACCESS NCtE ON \$1Dt FACE WITH SHO JRI LEU YO„F, iN B�NU d CT r0_ES f5 �' Cr SUErLA E (rY>.) =aarE (TTP) ;. I �, %O 4-)A F. Er ,CN; N o e • / o' RI Fti0 FsC L S EQUALLY - - 2 - • ° ° • • o c€ VIDT�i AT TOP a r- 4 % V"RTI A€ FI J e S£�ACEIs !kD tiD POLL _-2,k" • e o •! ,i • to € o€ a SOc PA 'f ittT (.I/ 'i i U KI, IN rtiE • /j _ i € € TT"P>- (TYP 4 SIDES) i Pfit e. Ch] _c...FION. W i j s E r,Tl0r:� nAi,.( pI.A fS c: HCOi(_._ ili 4"6 MAX. 1 II UMJ)1.D LD IA ES I AC C'SS 1�. _ I DRAWN WITH E4 r 30' KxF BOLT i € 1-1 a'i „-_Pu:c END SECTION CIRCLE\ 1�[,,, ,POLE OPEEN:%O (WITH ROUNDED 3-•r{ VE IT Bo£.T J E vi l.._.- I COi74ER5. It Poll I )j-) ON % \ 310LE 1. I) NAU: .H HUX _ � FACX TOP P€ArF. !c PILATE CPfNINGy,(CENTF7 ON POLE) PCI.F. BASF SECTION 1 BCTTON PAATE, W Ts. ti POLE AND 9.,X vrH p Gr n:- ORII lE(1 U'; P'X r I 1 �y HOLES A,S A T I SFIFFENrR /'� �. Or BO% 3y C DT STAFr S!.CTON ..-..-.. - .. / t P(:.[ FOR 8 JLr`; A`;D U < 45', ROTATE _._. 1AN.,F FOR SECONDARY a M 22.5' TO k4 0 ENT I.VT R r.RE.NCF -_-P 3 a (IYP,) RCFIL..Mo. 11111 77 POLE END SECTION - t Ma T aau l.f t POI BASE I SLIP CO N TI 1�Q_ TAI SECTDN 9 KS ,NT, TAF S"E CEN.hA 'COTE 8 Of '=ET 2 IHkElLS IN H.'ix Y 7 REGn DiN:. TI IF NEED FOR P(YE LND f,ANDE PLATE NUND BOLIS) ELIIOV POIf \--BOX PO?"rOM vL+:fE AIT_n Vi7JjZf5C ,WEI- -BOX S',UE (CGVTR OV POE.F} PATE I V AI NCFRENE Ya"@ CAI ,REVS Irm GA {LT CEM NTED @ y TAT'WO BOX T(' WEF .LATE _ ') 1 .... 'POLE BASE $ECTipti y\ di• X 2" J6` -._.. (TOTAL. 4). Y. _ OVER PLATEX __. u.POLE AND BOX STIO� LE MAST ARM CONNECTION DETAIL Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. e I G7 4 Dn r Nu: �f,v ^cle: remn,e.=1K dz� 9I A %a lsaa A ,a TYPICAL TRAFFIC SIGNAL i'st Mo4..r'caYa D.,' o7••p4-C6 r 1 ,::. Rn @ _ �c)r D•r r ia,..<t a4" T.NSTAI.�I,ATLnN DETAILS S-614-40 r.1,clh xww.cat.,tatc.ca.V;/€:cs'^nSuppal t7 o- !'hcru (..0.) 7..7.9743 Dra.L^.q Fhe Nome:5614400407.0" ,....:.:, Las: L50:}j 7S7-9820 CAD V4r:ALM 7CA4 Scao Nci le Sco'.c Jr's� F. ish Safety & Traffic Engineering Branch KCM Issued 8y: Traffic wrcineerinq U^a( 4ay 4, 2(y16 Sheet No. 4 of % 4 Rev?/2009 MAST AIM FACEPLATE DATA - STOP BAR DATA SIDE PLATE DATA WASHER DATA U-BOLT DATA • _ LLNGi•' rA^,EPLA W 11; WIS "iCM 3 ILKtieSS Ur WF, H ( r.A=„ ;A I. RAU US E;;(i;, 'BAR LENGTH iH:l'KN�4.`i kA)2 HEIGHI ,s. NlilH Oi µ.D(H 0 ki():3 U.AUFI Efi OF tiCNi RAL'IJ> Ff 1 RA:I i:S € WM:' 'K U= 'DIAL tAL._F'LAT_ EIe S LENIER (iti,) .1 A\CE iLeA4) (LN.3 Uf SDE Y.A'E (I . py%FiH: ) :Y) W ( 3 (IN.) <Y...) ( N.) ( ) (IN.) au) (T.) (£N. y 30 .C9 12,Ht 1.30C 14.73 20.0c S2,,40 ,^,17S 1a ORO4C M26.591 .72 3A.19 1,750 17.74 23.0056,A52J25 19.00050 ,7A )T55 2.!25 20.A9 24.00 12022 212565 0.91 A,TAI2.37E25,5229.01`. 1A.5A75 2.59 4v.15 2.500 2N.07 31.00 20?.07 2.563 J1.t)CC 1.12E t.525 A.SQO J.:w S.M)C 1.5OC }1.23 }i,46 1.A13 MAST ARM POLE DATA SADDLE DATA LEND'H OAT._ _ ,. 1 N U..N I E ♦ THLK.ESS OF (U fFi) LENGTH ( I) TOP 0 (nY.J E:0'tO'1 C IN. T K IN ) - N CF/.) TOP 0 (IN) BOTTOM 0 (.N.) THK, (IN) SAD LE lA eS N,l wi,) 30 24.55 A 7 12.23 0.31 5 i .al 1,25 9 43 G',2391 1,3115 4) 74.46 11 ,% 14 �3R 0.13 i 25 15 .` i I(LDD 12.17 0, 2.59' 1375 ."O 25.54 I<,4 1 119A 115.110 30 15,74 0,239' 1.375 65 26 3d Ifi r , T,i 0 i 2S 14.99 16.7,E 18,8S (1, 23CII I S71 75 2534 23,24 23.99 0,3125 14.t33 i 9,00 2 r.D7 0 m 235: 1.625 • REND RADI,IS MF, SDRFD 'C THE t OF FACit U. FIO.T. NCRFASF. PACT AS NLC;IFO TO ACCOMMOUATF all ,CF JUN NLS$ AI Yf N.2,N.^j THI KNLSS ANO, SEAM WELD PROt l:I HOLTS S3 ALL BE. 1IGHTEN_D j, TERN (30 .,) PAST: SNUG IGHT; PECN 7NREA6. AFTER ,YIGI' EtiING. U-50_TS AND FACE lA :,ALL BE MOUNTED ON BASE EEC iu^N PR'.CR TO SHIPMENT. NAICH FIT STOP BAR 10 SIDE PLAT ING SACK WELDS TO ENSLHE ,,.II O..M BEAHJNG. =A>I. SF(:I.ON L,„ OlI1 INr: I,10F: Itir SPLY.;[ LENCIII AS PFR THT;' We i- 'VAST ARM SPICE DETAIL" ON SHEET 3 OF 7. IO ♦SEE GE4 PA. N <E 31 SHEET 2 OF 7. `�:e I LLD ■ END Ai.k. WELDS Xj' Sx)Rt HOLT Fi1F. AND P€AI'i FOGS, TCP • VF.%O STOP HAR 10 MATCH P(L': CUH AILIRr. Me.) 0 ter' FACEPLATE f ... S I.E PLATFF, L 1 •�� .-UPPER ',i£Uc I 4 A I VjJO�tCTV$ �•.V°.AIE _MAX r AC._SS HOLE W I, _. 5Fop NAR (TYP,) V I PLATE FACEPLATE SECTION `e A b r A T: 'aCEPLATE -.510E F'iAiE BOTTOM '--/i-•---^t LTda SAODLG ._ffi... L-"'t S:O 4TYPPLATE Sx4 I t SACD;.E S.ECTIO e SECTION e ~ S C ION e Ytws> /7 W.:._vcd2 Wa45a /2. Ti^ u(x. V2 t 3°-•-� jj .F•�_.7 .. c✓2 _' 777 `� T' HAMrk SrOt _ p ._,. I A r Yy N 45` DETAIL J I� POLE END TAPERED WASHER DETAILS B I / `-ECTICH I _ r oECtLCt y iGN �/ U.. rBOLTS (A 1Ag'EREC WASHLIf - Dy,.ep;.1 (3YP.i I 'W H. AJ HEAVY I, Y4" SEA:. 'TYPING -yltiE% NU- ANT, TO AITAC41 IC 19ARDENF-0 fAC_'''ATE (TYP. _""'-�-.-...,._,-ate WASHERS. TNR.,AI` „AST 4. ..... UJF RSI(kO I �_ r OF FA FPIhrE TO SADDLE I /'G CCNN (.T04 )6• LR ■ TFfI'JER- "'\�__� I ,� I Ur I i7! AN., na4 ICLC WE I 3 H ,, C .P.) RAOUS ..._ D _ W- F Lw„I 1 r -ACCPE.A'C j I I AO(._ s `._.. �. MAST ARM � I I HOLE ` ARM X R_ 2•.,,. ,....,. y,- .. y- 10 P PL AR4 fL7JYE SAIx74F TU Fa PLA2 � "� I I T i 1< KESI 1 � C Y." MIh ..... I .�,....._I 5 I A3„ lY {r �. -<FJ SAUCY'. f: TO 1' MAY. .t _...._.__ .i ... '_I 'WELD ■ (T' ) _ '•"-" __ I _ l I 1• 1•`I H(N_ET FOR :ES. MAST ARM TrAer X4$ '� RCL N T IT 0 rIN I'� CI..IP FACEPLATE AF'R CALVWZ NC 3` j' U DOLT () 0,171i TWO ENGAGEMENT LENGTH - I" 1��17'T ./ iiFAVY Hr N'T AID rdR 1,0 H u, NJ„# -1) 1 5` -_ y,,.HARFIF;NE., NA.,HsRS FOR 1I5"0 H.S. BOUTS. CL Pat ELEVATION ,Tom aler rile Lmormauon I o' D.I.: 0-104 06 inHic:,s- JS4' � � ^.ale+ ::,neeT nevistons furs••nesis Colorado Department of Transportation 4201 Eest Aka sas Avenue )_ !)C1'l' Dn Cdoraao AU13 �o�� Pta a (1UB1 7' 1 9143 ;.. T�+71')C rc f303> 7!i7 -9A20 Safety & Traffic Engineering Branch KCM TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS STANDARD PLAN NO. l Mo<ifient'an Da:¢: d7 -Da-05 Inilieis:si0 S-6I4-40 F I Path.Aw.dat s(at¢co .rs/;)esiyn S�aper;/ O.a q file N4M0: SRi44C05J7d � Issued i3y� I'raff t; fr.girei,ring U:ait JGIy 4, 260c Sheet No. 5 of 7 CAI) V,n,;tC0 2(94 S. N„t I. r_ne (,11s:Ina�0 5 Rev7/2009 MAST ARM POLE BASE CONNECTION DATA CAISSON DATA (FOR SNC:_'E AND DOUBLE ARM 64SULLFUDN5) STIFFENER BASE PLATE ANCHOR BOLT `aN"Tt+ (FT.) NO 11r THK. ;IN.) 'i.'D111 (tN) 11e'. CHi (IN) RJw^I115 (iN./ ANGLE WAIL. '.:q)ELD FI ATF. �_G DIA {IN,) 111K. {IN) (1D, OF GIA. (I`: 1 LFN(:'H {IN) 'IRC: F. D14 HOLE �~w' ANG;.c PRi;,IECTIO+u ('N.} GIA. (IN.) DEPIH :£) PAY LGTI+ (..) Y BATS S yE ID+AL 3a 8 f,.75 ti.0 1G 1G.SDD 30.G' 0.75! ^625 24 2.2S 6 2.a 6.3 17.75 2.25 wn' 11625 36 125 13 R 11 40 6 O'75 5.5 1' b 1 3 C' 02' 0.625 27 2 G 6 2.0 63 21.DO 225 (iGa' 1751 36 14.5 15 5:1 6 G.7-511 1:5 14 32) -f)(' 025 GAP5 32 2.7i 6 2D 6.5 25.,! 2.25 tO,U' 1175 42 165 17 65 6 a.751 6.0 1 15 1 54O3 .So d O' 22- ,.6.5 3B 3,LG 6 2.5 63 30.25 2:15 fo-0' 12. JG 45 205 2i 75 B O'yP 4,5 1 ty tU.3D'J iO,C 225 tLe25 42 3.25 6 2.5 63 33.IA+ 2:75 tG.J' i.15 54- 2G5 21 "9 2 POLE AND PnIMARY ARM C? SON AND i.EVEI.ING CC E'R >+ STiFFE :ER _ i Si1'FI.NER dF;:?All. ON 5HEC'i 3 CF ? _ANCHOR 81)LT C.RCLE 51IFrENER PLATE YIELD `\ \ L PiA% AND PGLE STIFFENER WALL .WELD - - ANCI,OR SILT POLE TO BASE SLATE atE'_O - SEE DETAIL L ��r.� -e PLA.IE SECTION A F P OF LOAD MAST ARM MJST BE GYRA.E Or VAS ARV . NAL FLE TED POSTOI ADJUST (I Dt,RC% NSTR CHON D AIEYf. 41SUCTION REQUIREMENTS PL M FINfSHEO GRDUND . ONE PULL \ f, 6 ONE: 2'6 R GID COWAP1 FOR LI.i>aINAIRE :J:L' IKO x 3*0 RIGID CONDUIS FOR VGNAL IIEM {2'-a' 1. MIN. ()"III. 2,-(i. M N. DEPTH UNDER ROAD"NA") Y. MAXIMUM H UP GAP d I NUN t 0. WALL Y BA,RS 2- K f _� AND BACK N- I NDD SPACE) NG RWG EQUALLY POLF, MAST ARM, OR \1 _ _ `POLE. MA, ARM, OR "-U+M3:ACRF. ARM Wkl. ` r LIIMI:"JAliii:: ARM I.'ALl. 13v_ ` .l )WHOR fi.7 7 - SEE / OFNF.. AI. -NOTES 2.1, AND r 22 ON SHF3 2 Cr 7 L N7 NUT 1 G NFRAI NOTE :5 CN ..nr: 2 OF 7 -_� xI ; i N t U+ k Kn i IIFj .ri i o rc z L' LIB Z a 2I C VI i ei I _i. _ .. CJI P. GR .�.� FIANC,F. PLATr. ` ASkGG�. I:nT[i • •�-Rlt,i.ED 9 - ; CAISSON •�% aULK ! WELDtAt K) ll Rl, fti Q t4 SPIRAL - �• • P i+a .may LUMINAIRE ARMS AND 3 CI.R. A FOR P(R.FS. SE . TABE LON SHEET 3 Or 7 FOR MAST ARMS. TRAFFIC SIGNAL DETAIL 3 L L POLE CAISSON Computer File Information Sheet Revisions Colorado Department of Transportation TAND � RD PLAN NO. G l I 07 r4 U6 16 Nlcb. JSY' U,:1Q- nnsUu 4i01 Lust az Y.p.. su Ar TYPICAL TRAFFIC SIGNAL LD L N tJT. a., _ D, 07-04-06 1r+ s N c c>c�r Da 6,, c03) lO 80222 P';' ( 1D1.99A3 43INSTALLATION DETAILS S-6I4-40 Ful Fc.th wwn.J.:stuta Eo.u:J3)ue:irc Swaa,ri! D ❑ 9 :e Vane. SG:44GDoJ7.ewg � !' ) / ,,.,, :TT.,,,,,,.„„ Fcx. t3O3i '%9'l-5B20 GAn v AL'4) 2004 Sews Nc1 to Scae :eft. Ef"LA Safety & Traffic Engineering Branch KCM !,soled By Traffic F.nginear ng trait Lly 4, 2006 Sheet No. 6 of 7 6 Rev7/2009 STANDARD LOOP WIRE CONFIGURATION LAYOUT TOP VIEW WIRING AND -- --- SAWtUT s^8 .._._.....; Y... s ! VvI I FROM LOOP CONNECTION TABLE a � Au Rr1ATE ( EE NCTE ri}9tH OF LC'P iEFTj FRS, 6 SE NOTE Nu5 2 k 7 NO. OF EOCP6 6 E ;0 12 E. 36 ;g 20 72 • 36 4il. 6 EJJ IRINCH 1 SS 7S 3S :FP 2S 2s 2S 2S 75 2 71 'LP?' hFAL / 35 U ZS 1S 3SP 3S*"- 3SP - 7W 2sp 2P ....... "ARALn. -�'- 1 rj ( FA CN� .ApCOAD'U:h ROA^WAY 4 3SP 3SP 3SP 3SP 33P 3 3S" 2S1' 25? 2SP 4S DIAi ION Gir4L IiD% - SPFCW., -J r -® R 1041s PiR 100' AND IrOF TrRVE:. E CCS%LCI:ON SECTION A -A (S SERIES, P . PARkLFI.j .STANDARD LOOP LA Opp INSTALLATION PROCEDURE 1 t'- S31:S IN PA4t MEh7 0 S IN MINIMUM NY111. J CLEAN ♦LO CRY SLOTS 47H G: C1A2 RFSSED All. J. CqFLEN1111 OF 14/C RIM USF %F'[. RI W'r tR r'Wr wwF vw RE USFt VOR 'AUI I LIP r -AN WC4A.1, fiAi O^ J L BOX ARJILU F.L L'Ci' WTH IHt 4 MD I 'S S CFIFH All) RA..K 17 131E SICN , 1+4SE OR PlJ.F.7` UD%. LOOP *iE SHALL BE OLC. n">^E. 4. Us-' A R I'l, AONULIAL C INSTRUMENT ID PUSH WRE INTO SLOT 00 W7T CO.L :EA:'. S. CONNECT DE'CTCR AND TEST 10CF. 6. SCk Si 015 AS SPECIFIED. I/ ROvkxD OR SECTION A -A SAW CU7F IJe A 4 Aj •7 MS 1 -IUOP OR LEA?-iN 'ALIF: LCAO^3: —1 (Al F,*LAl .RW CU' SEE E4.tA4. B, FULL 0'111H. VEHICLE DETECTOR LOOP SAW CUT DETAILS (FOR USE WITH VINYL TUBING ENCASED LOOP DETECTOR WIRE) Ra' _l WIRE 3 s' 36' av�I�Js cauFlGlxurlDN sAYDur LteJw ._, DUAL LOOP 4• TO 6' R il'9E � -� I '�- , I"- ASPttalT OR ;A'N U2r ,.. rl GGNCRETE VIT Dt CTW WIRE IN PAIFMFNT CUT A'AIC'.IT VALVE PULL. BOX P,I.L BOX 1 D.°A.0 i aN -List9:1.9F r WEC? H-C E (SWEER%0 1 MN' 12` PA,tS LOOP DETECTOR LEAD—IN �wA.TER7 : T sPLlaE6 [[ SY ` r?JU C NDUI' SEA{ IERNNA... CONDUIT t .nUe9N O BO. TOM P1ASF: V g.IFN�s N SAME TRrNC.I1 6' 1 PULL BOX - SPECIALy FOR LOOP DETECTOR WIRE �F�ON A -A ' A / TOP OF BOX SHAD ACCEFT.AELE AJIR ATES` -' LEVEL WTI C-C TANL4R 10 IN. 'D FEW C CEU ( AWL' WOES S- SECTION c u REF PPE SEC ION VLRI!CAL SKO;14.}ZCTOCUTR WY iIECAST uLY DLC F .^.M T� LUI NO HOIK-�`iJ�'%1 'WIRE O 1 MIN. ,IfA.NT ✓�� 1 li' .. .. •CPt}.hr4Fh IC UUC'NC 'YRLNE ThERWALASIZ .iRL'CR42A1 MAT R11- V/A--I. f3-la^DA.3 9 GA W`FE rL_1/2 OTHCR SIZES DnEC TOR AN SI VPE$ MAY Re USLO V.'4'„N ArFROVE7 B rh ENO.%, R.RUiCS FJI6 ta. 3 SfRD wl. 0 F T=4 1— KN'. .6a TS 3' . DETECTOR WIRE ACROSS BRIDGE JOINTS CRUSfT' RO'.R DUAL LOOPS SHALL BE OF THE SIZE SHOWN PULL BOX UNLESS NOTED OTHERWISE ON THE PLANS. PULL BOX SPECIAL NOTES: I, PUu BOM SHr 1AL SHALL A RATER SAL SLEW TYPE I JLL HCk kN^k 0 CAST NON OR 1[ M.' A.L WX 1SETF SHALL f•A'E CAPAS l OF ACCLPRk- RISER RUNGS DR rutR O'ifUA TI 0 SNAIL 'AV ➢ 4'RC TRF" 1'RNTED 014 II 2 RILL 6OXLS 9-At AA 3/4 IN O ! 14 DAMITEN A IRIi LEG OR 'DF.C,LD 7 N. FROM TOP TO ALCEnT A 4 INTO 6 N a¢;, "RUBBER 'UF,F (3r4 IN :AR'if.'NzDN, 11(. NUMBER Of IKA.ES S16,1 OF AS PER FT,ANS. OR AS PRECTEO BY ThE ENu'NEER,. 3. CY.'.E SHALL BE 7AF.EN DURING EAC%FALL COUPACTAYN 10 PRE.TNT COLS ,E Or Tr.E TUBES. I. A MINIMUM 2 VT_ET OF SLICK K_ 10 BE PRCVIL><D ON D`OFN FEED 4rtli I'UP w' S SO III'*, ALL T; S:NC AND SP:104C CAN AE lKA1E C T 'DE IIIE P4.L BOA f1A.L NV% L43Is IW rA SEAT lD WAF.R LF'1 4Y rALYING. 8 PtAI Rr'% W: IDCA}FO IN AN AREA (T THE STRKT NUT HEM'A.Y 7RWELiD, if 4CSS.DL?. AND A MINIMUM OF 12 IN. FROM '.4, C1aCRL1E S1nER PAN. 2 IT NC A, M NOT A CCMVr ANC3 N. MU€MUM t� VA W01 6 IN, M N U'-M DEP H) MAT HE ArJ' C E? . C EN N TN IF P.NKRE E S A1.a'E7 RLDBEF ',UBE ML".T_ RL WkID.DED R.YO1.1D HE CONCW,,[ IJ'HE ASP�ALI 1.11. e. ALL ''CRY. LAB ALM FOR NSTALLAik.N FULL TIDIES ',HALL NOT HE UAN FOR SEPA.Wkty, BII SHALLL BE tNCL'UDEU IN THE PRICE OF CONDUIT. �► � r-fir 1.1141.1.1 rile AntarrTlvuvn ,. k<Fn Fnim lT 04 Ob Irtials J°M � Jalkl meet rcevlstons %UTTP.^•i5 Colorado Department of Transportation 62JI Fast bka Js Aver— )Of Or a CNure 80?.r.2 „�_ n a (]D=, ,-, A"'I ,,,,, ,,,, :„ ,:,,,. „ c�X• f3�.!! 7S! 0..2D Safety Traffic Engineering Branch KCM TYPICAL TRAFFIC SIGNAL INSTALLATION DETAILS A i N NO. ARD PLAN Last Maiflcnt;nn Date: 07-04.06 IPrlat>I J'aF S-614-40 FI I PaU . a.Jot ststn ro Os/pcs;gr•Suppar., Jra c -l:e Earn-S6144CD O7,Uwa issued 8y; traffic Fr.(,-eerr)g Urit Jcly 4, 2G08 Sheet N0. 7 Of 7 C.L } .:AGA, 2G04 S<er Nat la bcc'e y;C Fm'I'JI 7 Rev?/2009 GENERAL NOTES I. RLFLR 10 1HE ROADWAY PLANS FOR Ili[ ACTUAL T:unnGJRAr!GN AND LGC,H 4 O'- IRAI}'.', S!ONAL HEADS MD SIGNS W,RKFD WT'IH AM. 2. ALL POLES :J!ALL BE FABRICATED WITH ASTM A572 GRADE 65 STEEL. 3. All ARMS SHAH. RE FABRi IEO WITH ASIM A572 GRAIL E5 S'TCEI. OR A'.;iV A595 CRAOE A SAEl: WITH A MINIMUM Yr.r POINT OF 55 KS!. a. ALL FLIES AND ARMS i'I..AL;, COMPLY WITH THE GIMENS..CNAL TOLE1WN"ES SPECIFIED IN ASTM A500. ASO1, 0R A55-•.. 5-ALL POL[S AND ARAS SA.L LI E ROUND OR DOULCAGONAL TUULS WITH A 0.14 Ir:/F, TAPER. 6. H.ARQENI i IYASHE.R5 SmM..I. C(NJFOEiM /0 ASIM 1436, 7. ALL PC "ES AND ARMS SHALL DE GALVA4'ZED INSZE AND OUTSIDE AFTER FABRICATION �N AGCORCANCE 'W711 ASTM .AT 23. A. POLE AND MASTARM SPLICE 5 SHALL BE NEC:'tIM CALLY FORCED TOGETHER FOR A SNUG FIT. S. ALL MA5T ARMS .ORE D Al 35 FT IN LENGTH SHALL BE TWO PIECE CCYSTRLC" M TO UVIT ARM N ,31-75, 1C GALVMIZ J A TM A32 1- S 801.7S S IAA BE USED FOR ATTAC 1 NL MA r ARVS. A LUUrrATED TIGII EN NJ TO4GJE OF 178 F" _3S FOR %" OIAv.rT R NCI IS M11 13CO T BS FOR Ih INCH CIAMMR SOLIS S IA BE USED TC T HIEN All N.S.HOOS IA5T ARVS SFXI- R "F M.OFV%RI Sl FP1R El TO TAKE ICAP O F IF FIFID LONi ONS WH3l BOLTS ARE T Hi:NED 3N MT O TO .TRULY SEAT T E FLANGE PLAT. --DO _iS SHALL 8. SCOUE4 TALL. TIGiiIrNEG. 11 CAST PO3.0 ENO CAP TO UL SECURED 4 F%ACL AM, 3 xl SCRLWS. 12, AI.t. SIGNA. IU'ADS, SIGN%, ANIT HARDWARE SiMil RE NFiD PCSITIQNFD. 13 CtfSiOR'.ES TO RE HOT D:P GALVANISED IN ACCORDANCE WITH ASTM A153, 14 AIE P3,AIES SFALM FALIRrA-Eq WITH AASHTC 14210 ASIM .A7C5�"' ORNlE 3S S LEL A40 SHA_ COMPLY 01H THE LI'w4%1NA, i[i.LRAN,.E,S S'tCH7_O N ASIM A6, All, M.OHOIES pH.A.,. BE FARRCAtFO WOH ASTV A.572 GPAQp: 47 STFE". IS, C04CRCIE SHALL BE 3000 PSI A ENTRAINED CONCRETE VIBRATED N PLACE OLLOW 'rHE PC'Y BASE PLATE, iC. CA5SGNS SITAil HE PLACED ACAINSI UNDISIORHE7 PARI'H. 17, CA 5SGNS SHAH. BE CONSTRRIME) WITH AIR ENTRANFn CLASS W CQNC.RrM iN ACCORDA"t W'.TH. SECTION 503 OF THE STANDARD SPECIFIC4TIONS. RENFORCH:G STEEL S!IALL GE GrADE 60, 1E! DAIS `r CrN H AV. S'HA REACH 1HF SEVEN DAY PHNOTED S Riu 1 PRIOR L £k rA N( NE SIGNAL S'RUCtUp.r.. Iti,ii-KI.75 A4D ANCHOR BO S SHALL LIE FABRICA ED 07H AASHTO m. 14 @0 GRADE 55 SEE ..+ A:CHGR CULTS SIIALL BE FADRICATED WITH HEAVY HEX NUTS AND RAT 'WASHERS. THREAD UPPER 12 INC,iES AND CA IAN.Z_'Q-ER 13 IN TIES CF THE ANCHOR BOLAS. HELD WELCiNG OF ANCHOR Uil'_TS TC ^2 S3AN DJR!NC ERECTION W L NO BL XLOY/Ei'S AJCHO.R SOUS SII0.i.I. OF SEl WTH A STEF; TFMP_A"T tJ,. 14, (A4,-k Hi fVL, tiJR l'1 At LEASt' A'ND DAYS.. THEY HA.(. BE: TIGIITENFD 'USING 11 F13RN-CE-NUT MIE:IHOT NY FIRST TI HT NIN 'IF i0 SNLiG -CHT, WHICH( IS DEFINED AS THE TIGHTNESS ':HAT (LISTS 'WiIEN THE IiPPER AND LOWER NUTS ARE IN TA14 CONTACT W re1 S31 0 S "PATE V 7 1 MAS'T ARMU FREE TO DLr' EC1; DIE JP. R AND = OWER NUTS S HAUL LET: EAOIi BE RCIATLJ AN AOOirIUNA 1/ 7 111.'JN 13O 1 5') WHIt A 5LUMN H"OILAJIIC OR Alt IMPACt WN N 21, 011rANG OF STEEL SHAH ONFORM TO THE RFQ IRFN %TS OF ANS/AWS FAA Al, AR A T HF riF ? '1 HAIL. BE GR(}JND TO BRGH' NE'A ALL W'ELONG AND RED fi D TESTING SHA,,.. B COU E E B FE E A*EY NATERA S 2 OALVAN } A� C.RCL FERCNTIAL W HALL BE NON C[SARUCTSTESTED T STC US r C THE ENHANCED MACH -'TIC PMHCL METHOD IN A J(Y aNCE WF I SUBSECTION >U9 IS IJ) OF lE ANCARU P GT A:A ION F I.: AC LP ANCE CRITERIA IS S1AIE0 14 TAHIL 6.1 ^F A4 I AWS tl ALL L.kC JO.rA WELDS IVUHN 61-HL OF PD-L. A NETN.liON CRCuuF EH NTIaI GRTi(7VE. IYEtUS AND 1. PLNEIRATI01 C GOVI Wr;,.,75 SHAl4 RE INSF'ECI D AS S c.:In„J AB..VE, AL4.TMUM WELD UND£PCUT 5HA;1 BE 0.01 "CITS. 21. ALL ELECTRICAL OONNECTICNS la THE SIGNALS SHALL BE GROUNDED iN ACCORCAJCE W'Di APP'JCABLE ELECTRICAL M.W`i. 23. CcRT - D WI L T TEST REPORTS C'Li�CPGcKARP1ALL N `U6LICTT�, TEST Rrsti T5, A'EIC c+5['�LHO`I REvlows AND } �iCDOT 37AFF BRica . 231 E. ARKANSAS AVE_ (`ENV[R COLORACO 80222 AS SOON AS THEY BECOME AVAIIABLC. CVI, .EST RESULTS FOR ASTM A572 GRADES 42.. 55 W) 55 STEEL SHA1.:. HAVE A MINIMUM VALUE CF 15 IT-!LiS AT 40'F AS PER THE H FT:F:GJENCY TESI R'GJIREVFN15 IN AASH TO 7243 (ASTV A673). 24.5HOP CRA'A'It:GS SHALL BE SVOMITTEO TO THE ENGINEER FOR R2-+4'W IN ACCORDANCE WTOI SlW_SEt:Till 105,02 OF TI1[ STANDARD SF£C I':CAFIGNS. 25. TRAFFIC SIGIIA.S MGUNIF.0 OM VAST' ARMS S,IAT BE FURNISHED WITH A'SIRO TYPE. ULL1, T:G R-R4C'KETS. 26..END SE.CTIO DIAMETERS M{iT BE HA;REASE-D TO ACCQMMODATE GMT-w-ROUNDNESS, GALVhN>ZTNG THICKNESS AN0 SLAY WELD 'PROFILES TO PR01DE THE MINIMUM REQUIRED ARM SLIP SPLICE LEH it S AND PULE MEMJ=_R OVERLAPS. 21.SCCURF ..RM "ANCI. PLATE. POLL'. RASE Pi ATE, AM) CONNECTION FACE, PiA1F. NittN,, A11D!NG TO PRE.VFVT 75TCRINON. 216I HE V�RTCAL OE - EGrQNS'XIR.tC A 'O TO 20 MPH WIND EXCEED Da[ GALLOPING DEFLECTION LIMTS Lr CD IN TIE AEtE O1 „HEED 2 CF 5. THE GY,NER HALL INSTALL AN AUMNUM SiCN BIAk ((1y X 66' OR LARGER' ISR THE III" HM H, il!11 'TRAFFIC S"A. MA„T ARM. SAID SUN BLANK SHALL BE RCIAIEC ABOJT THE LONGPOT 4xl> OF (}IE A'UI 'Yii]LE 71:[ *,NO BOWS `0 MINIMIZE 111E GALLOPING ULFLLCHQNS. CONTACT STAFF ;T;.O,L FOR MORE INFnRMUT!aN. 29. CNE DRLA[R HOLE. WITH A VAXIMUM DIAMETER OF -Y." S A.LOIY:D AT ta-v,IONS MARKED WITH A A TO ACCOMMODATE RIC ELECTAL '611: wG, DESIGN DATA L DRAWING SHOWN }PIS 8 SKNAL HEADS, SORTER MY I.ENOTHS MAY HAVr FEWER iff ". THUS WORST CASE LOADING SMATWiN, CONFIGURATION IS INTrN!IDDED TO REPRESE{NTTg 11A 8"SICh'AC"TiEMS 4"9ZV�".41�_ADS 3"`SSC4'AC�.'�ACS 2"S`.^.Nti.•HEAD9 TILE DF.SeN LINGTH'L' FOR EACH SFRIES IS SHrVj.N IN PARENTHrS15. 2. THE DESf NS HFREIN ASSUU. TjAT STG4A.S ARF. I,NSTALIF.0 WRlYN TI:E ROADWAY PRLSV WITH �.g FG1.LO'A'I'JG SEAL P,ViWFFERS: So DENSITY T . 11 fI I5./CJ.FT. .St' M; rSiCII 75C LB./SOFT, FOR He-OfI:M Sri CJ:{SNE SOY. SOiL a ANGLE - x FOR MECiw CENSE COIiFSA74t'S5 SDI., SF - 1.25 FCR TORSICNAI, RFSISIANCE AND 3.0 FOR 1Xx1jRA1 RFSiSTANCF. 3. WATACT THE ENGNEF,R IF ANY CF THE Mi LMIN.. SCIL CONDITIONS AiF. F'A^,CAINTERFO CLR'.NG P=10 LB. IYEII.iNC A-1.125 50. FT. rA) SIGMA% WILL. NOT RE' INSTALIQ W-I-I THE. RGA,TYAY PRISM l81 FE 11. HAS A I QR;,ANKC CCN-.T OR - C,�1.2 NJ>T's OF SATURATED 1.11 All CLAY. i THE SHE WON'T SU'PPOn^T '., HE NF i{T C IE (iRL:.:tJG RIC (..ANTRA} }0 '1!E 'FOUNLAIO I SOUS AX NOT ;iGVOGENOJS. A. 1 IRV (3COR0 K 15 FKM_r ERED TRAFIC SGNA- STHUCIUR S L V'. BEF. Tx Ssz ED IN AL 0' IM:CE. WIT. tHE. AAS T" STA:DARL, sFEcV!C4It0N5 FOR SIHLCFURAL SUPPGRIS TOR H''.CIWAY Sia- J3 LLNINARLS, Atla IRA{IC -•- '-" - _- SIGNALS, FOURIII LDIITCN, 2DOI. 5 A OLSION WIND YCLOC Y Of 100 MPH AND ONE '2' LANE WfrII A 65 MNN TRUCK INCUCLD COS' -- S LEI. :.L'A01NC IIAYL ULLN LSLD tON T11L JLS:LV.' HLRLt,. A-3.3 S0. Fr „ 2 8. G4LLGPING LUS. ARE EXCLUDED FROM TAIIGCL OI:>i.,GO .M1 AND CAF[RY TWO IMr'ORfN,CE 1'ACTGRS (FIAtT ;EAD) HA•a_ GEEN USD. LU '7 TIT[ SG 4 T WCLO EMUS IS I IMITLD 10 I ', % Of H L ALLO'A'AULL FATIGUE SIRLSS VON AN C• WLLL M CN CR 'fU RL(:Da"2C "HE U N"'I"AL Ei FIXIS DERNLL' FROM LOA} SHMNG ,LlWEi4 THL TW0 WELbs. ,_,,, ihScii^CIJ " 1 .......... ............... ............ _-- y-TRAFFIC SIGNS / E;.T!: T2 SICNAI •,-_, .r..,_L.... / HEADS (IN I,A1 • �[Z P-60 L.B P-211 LB P-28 LB P-2d L9 P=TOO L3, A-' S SQ. f'i, A97 -0. (r, A-7 50. > T. A 7 50. Fr. A. v. t4 50, Ft. i F-03 L➢ P-46 1-8. P-46 LB. P-46 LB, P=46 LB. A=14 SO. i7. A-8.67 SQ. FT. A=8.67 50. FT. A=8 E7 SQ. FF. A=8-57 SO. F7. • • ♦ • • • PFDFETP,IAN PUSH HUTTON-•- MAST POLE DATA ar.M LE4CTIT BASE SECTION + END SECTION (rt}) IFNC,Tri }OP 0 801 7.A +I 11;A. ,.rN.^,F16 TOP a ;B.^.TTOM 0� IHK. (FT.) (iN.i (IN.} 1 N.} {FT.) (IN.) i (IN) I (IN.) ARMS 24.47 11.57 1 15.00 0.3125 I6.rrC I 9.90 12.14- jal' 3 ♦ BA;r SECTION LEK7kS I4CLLIOE THE SPLICE LENC7H AS PFR 7"117 "MAST Arm. S:.IP SPLICE OCTAL" ON SEiECT 2 OF 5 ♦ SFF. (E.NERALNOTE 26 (CROSS 1117FICNCE ORAW,NG NUMBER (IF BJ,NK, REFCR(:NCE is TO SAVE Si'Eu) ""-SECI:ON OR DEIAIL IDENTI ICATION -^ ARROW IIFAO FOR SECTION CUT AN) I,EADFR LINE FOR DZTAI[. 1.um ul.er rile LnTormaTlon C of I 0 I 1 D7 04 06 1(is. TEE (rF1�p� ( VMO aneec Kevislons ronlr.Iel,T Colorado Department of Transportation W7 [ N, A kN 4Ns Avcnl v _. OQ7 Da , Gulmado 80222 T® �,� 30:)1 r 7 BiR3 Safety III Traffic Engineering Branch KCM ALTERNATE TRAFFIC SIGNAL INSTALLATION DETAILS STANDAR.D 13LAN NO. lost Mo'J-f q a Q 1 e• 1071111016 Vifiulv RC S-61.4-40A. rI .1t.WW Q� ..L.L(.<p. s7�Is. 5N(IPor.X U•awI q 6ite Na:nn. S6:440A01 d y Issued By Trnfii(: Lngi-er n,} J.4: Jdy 4, 20{)6 Sheet No. I of 5 CAD Vvr ACAD 2004 SCVb Not to a_r'.e LA,I,u' F.IM'BN Rev7/2009 MAST MAST ARM DATA GALLOPING ARM ENGT i BASE SECTION . END SECTION ♦ DEFLECTION LIMITS (L) gam) CEPCT'1:� iEF 0 TRUNK H iF3) (ItJ,) (iM.) PK, (N.} LE -TH (:`I'.) P A (IN,) R'>rY, 9; iliK (.N) (IN.) (A) (IN) • 25 23 07. 6.55 10.iT0 0 2391 N.AL N.A. N.A. N.A_ t :5.`. .::S.S2.' 7,5C 72.25 N.A, NA, 4 45 a5. c s).73 ?3.25 C-31aS 2CF.GIi Z,E6 SO..aB ;G.1793 6" 5—;4I 11.20 14.75 0,3125 S000 7.56 11.76 iO.17931 11" L'i Mtt AT REST GALLOPING DEFECTION LIMITS To- EASEsM _=x W SE N LENGTH INCLUDES ES Tt E P-,a LENGTH AS PER THE "MA5T ARM SLIP SP.CE "CTA':L' 3ELuw'. p ATE / ♦ AT NOTE afi ON SiFET I OF 5. 1 cl EE GrN RS N0'F. 28 N S HEFT i CF t. '" AP LE WALL a,IGIJy EFLECTON GG WAt, TO MEASURE ," y" tr CCzS�ARM ANUA(,t,,,�,_: HOLEP Atl d€L0> CMC?2r pF PI A7?' EDGtS (TYO) )xVVAND804 7 H .x S> Ij A U A (i.SS I C-17_ PO F HnLE ANJ L1 'AK NCY A7 FP.HOL , A PLA'€ _F.r.�-'/I-YkTE t i:tiD J' 10 di TH $" TF, IIAPlUhi`vi.E ON t IA:IES 1 C4ISSETPLATE r .OBE,. �nGN 4. F T E SECTIO, e ■)?a" POL€.—� (TYPICAL TKO? AND OuOUOM PLATES' 2 ++ ACCESS NCI E �t7 N —j`�`-- D - AN- E }' e 11 6p I rHRU '(:t ;(H'e. SECTIO ' TP PAUfTFR [ 0J E N A_ M MF I I x PI ATE. NE I {LPL 'Y." Ai' I Lla IN FOIE :',M`tF.X Y>"V CAP ScrE'w'- / � TA", KF. '1 cF.M \ 0 4,AE AFTER GA_LANZNG TOT 2 t) G. rLi ILFIE SECTION SECTION 4 3 k AJM Olt l=:tx N POLE N FullE S W_ LU/EKG(: AC,U:Wf A I". )NU''" OvLR PLATL ! _ '�• CF�A E.._ NO': H0'wN S FCR CLAR,-IY 4 ......I i nag R "' o '9 AI 4 ';` `� i J4 NOT ha.DER FOR CROifNr�N R LINOED tt' s' o y �., rr " FA ; F.N R R VIO?�U AT LOWER HANOH-J_= GNL" w WALL. RFML.t<AH 'ND CA PROVICF. i7 ON ALL "CLLS AND S) n ... SECT �� D AI ARM_. i, _IO M K .. PROVIDED "C H(. ryX 4T FC r aJD T1, WITH Y. 0 U D&D FOR WIRIV, AN.7 1r F.OP HOL V Sj END CAP DETAIL"�� T E N EXPOSED I'♦H AU9—�^_ —' AFTER ASt, MWjLy) i ..li._MIFtT__� CHASE SECTION tti 111 MAST ARM SLIP SPLICE DETAIL FZLD DRILLED HOLES is _ M Y ._ 0,W4 H,- OF A ROUND ':UHL'. Z _ PERP_NDI-LAR D.5 SNCE BETWEEN FL1'S. Y AND Z ARE GUTSIDE DIAMETER DVENS.ONS.. Z/Y RAi 3 AAUST ' .99 MNMUM. OPTIONAL MULTI —SIDED POLE OR MAST ARM 10' OR 75 NOMINXV (SE_' NRTrs i iE 2 61rkO +', I 2 0 ie r t ECTCEL 204TAL i1 n 'J)7 FOP tt AHM f: 73 }Gii� 15 ARM AIM-'€sX '3UTH A>?bIS `4. ARM FND�E t" Cc(ISIS HOLE. N RM 40' FOR iG AA 4G O A FOR 1 ARIA LUMINAIRE ARM NOTES EN0 SECTION 1 014LL ltf+'TR DAMETER AT ARM i"'I K<tP - U 17.O LNLAq APiR s-:A I PlA.. SIMPLE .ATE a C6 Pf,I E WA:.I. 2 i IUMINNR ARM E?IA"T WA,1_ TFiICK4 S 0 1793 ; NEAR TAPFR - Ni 6.14 'N./iT, DAMFrFR AT ARM SIMPIFK PIATF . 4 ;7F1". Y TN[CR TOP AND TTOM ©O P A:_rS VAC:''_ OF WALL F 510ERE.? ;Ec eN a ae- Yal V- 3 �-'L ii" HHEAK ALL )!e ..GHPI 9i5 AND EDG-S )V "C" HOOK DETAIL 7. 1� a,OLE FOR - RV,N:FED +14 ........ WAS, ER (TYP.) Acc7ss I IO: F -- a, HA t SF(Taw R13NK i UAMEIE '04 SO K W I E DFAA, AND y t€ FOR �f NA K.N, RING J0,0 ,,rTAl I I -a- 4 PLATE AND - Acc"5' HCLK ARM FLAN PIA. G �^ THICKNESS 2i` OR SQCKET IA_1) LETS_ f AND t% FOR �ACKINf; RING OETA L SECTION Computer File Information i Sheet Revisions Colorado Deportment of Transportation 42 p ' Ar4o 4pa A P 1v4 2';' 70I ce a ..I ra q ,® F a,l T303J ,g7 9t4: s,�.„ 'H F (303) 7ST-9820 Safety & Traff a Engineering Branch KCM ALTERNATE TRAFFIC SIGNAL INSTALLATION DETAILS STANDARD PLAN NO. S-6"14-40A C UI 1 Iv 7 04-05 1 I p TLIE 0.1w ,^,u�nr,,.nls I..451. Mo Kc6t:- D 07a 6 INU.zw RRia F �,N.wWw.d<,L tit�,�.�P. �il� I;,r15�p a,1, Or..i,q FRe S6144UA0215 dw0 ,; a Hy Irc:`h trgiree tag U,aT I ly 4, 20()6 Sheet NO. 2 of 5 D Le,AfA 20,04 Jcac NO I. 6M. U�T3 FtIgl , 9 Rev7/2009 termination to the Service Provider. Such notice shall be delivered at least fifteen (15) days prior to the termination date contained in said notice unless otherwise agreed in writing by the parties. All notices provided under this Agreement shall be effective when mailed, postage prepaid and sent to the following addresses: City: Copy to: Service Provider: City of Fort Collins City of Fort Collins Trinity Traffic and Lighting Attn: Purchasing Attn: Britney Sorensen Structures, LLC PO Box 580 PO Box 580 Attn: Dennis Knudson Fort Collins, CO 80522 Fort Collins, CO 80522 P.O. Box 568887 Dallas, TX 75356-8887 In the event of early termination by the City, the Service Provider shall be paid for services rendered to the date of termination, subject only to the satisfactory performance of the Service Provider's obligations under this Agreement. Such payment shall be the Service Provider's sole right and remedy for such termination. 5. Contract Sum. The City shall pay the Service provider for the performance of this Contract, subject to additions and deletions provided herein, per the attached Exhibit "B", consisting of one (1) page, and incorporated herein by this reference. 6. City Representative. The City will designate, prior to commencement of the work, its representative who shall make, within the scope of his or her authority, all necessary and proper decisions with reference to the services provided under this agreement. All requests concerning this agreement shall be directed to the City Representative. 7. Independent Service provider. The services to be performed by Service Provider are those of an independent service provider and not of an employee of the City of Fort Collins. The City shall not be responsible for withholding any portion of Service Provider's compensation hereunder for the payment of FICA, Workmen's Compensation or other taxes or benefits or for any other purpose. 8. Personal Services. It is understood that the City enters into the Agreement based on the special abilities of the Service Provider and that this Agreement shall be considered as an agreement for personal services. Accordingly, the Service Provider shall neither assign any 2 SA rev03/10 • SEND RADIUS MEASURED TO THE G, Or EACH U--BOLT. INCREASE RADII AS NEEDED TO ACCO4.OIJATE OUI-0i'-ROUNDNESS, GALVMQING TH!CKNrSS ANO SEEM 14F.0 PRUi:LES. J--BOLTS SHALL dE r;Gzl'ENED } 2T41KN i..'A' :1: 5') PAST SNUG I.G".T; F>EEN TV;REAOS AFTER TIGHIENNG. U-BOLTS AND FACE?IATE SHALL BE MOUNTED ON BASE SECTtG4 PROP. TO SHIPMENT. +MATCH FIT STOP BAR TO SIDE .ATE USING TACK WriDS TO ENSURE UNWORM REARING. ESTOP A :. WELLS Yi SHCRI' OF i IAm ELO S AND Boo HOLES. + BEND STOP BA7 TO VATCH . QLE CUR WILRE. " - "HAVIER SIDE 9.'S 7•Y' ( \.....-PLATE. 36` X 41 y" DETAI A ..._ KACF;PLArE.' SIDE. PLAT: T'-r" __,_,,,, TAPERED WASHER DETAILS r I POLE END >n u;P IUDi;LE �oi I I " Rnrnus 2 G �I sE Gs. I I TAPERED WASHER _. 2 i AV U dCL` IS D "I USE SEAL WELD ('Rp. I H ANY :EX NLiTS A4U !.,• I I / TO ATTACH TO FACE HMOCNCU wA5!rERS SECTIO ... ..... n PLATE ('IYP.) '-_„� 4 6FND IlA");16 M 6.68' (( i I I'DLE IV J� .t rocEPLAr wELe. _Q FACEiIA'Ct 'c TR Hi>ES 4 lA(ITvDrIF I-R AO I A 1 A ,MU ILEL0U■ ? I UPPER MAer e A�_1.rJ ..Ir£ Pi ATF f- HANDHOLE _ ARM �•----.�.�_ _, 1 P PER iv BGL1S_� 2"0 ACG M rHAtiJ•-r.!. t: _— —_ ,_-.-,iOIE I i VAC NN C:iIO\ .. - J II AM1C iANO:+CI.i. SIDES Or F"ACEI:I A"ff rHAm fR :RDE PLATE- I PIATE l+ H:%CK z 2 I PLATE 'le` i0 • • �,E/ --- .. _.....� N I N ly T D C,-..R WELO i(`QAC -;., :.OI,E P" A 0 MAX. Yam. } j `_.... t C.�LYS STOP BAR MR.) - FACEPl+TE1 11"`LLL.. C MAST ARM I H - M PLATE - ... k tnp.) HC E.S ;n '10% rl A'IF 'TO -=.-:. ._ % 2' % sU" ? OR VAST -^" <fACC ATF W1711). ' S"OP 'BAR ARM I �e ; _ Y.' SECTION e BUS' — —_ LS FOR 4n 9 M S MAST �` �`` BGGM 2" ), ■ + ARIA 50€JGS TAP T4READS 1 SADDLE' iN IACEPLATE A TER ARM Ff At;fE'^ `C I I, .iF GAL IAN LINu. NCA4EME.N7 Y.(MN. FACEPLATE `" irti.,:h,T"rn) r� / nE -';AIE TO _ ........... ........._._� .........l�BCT'OM SADDLE _ X SDI'iDU, ` k+ I T\\\YlELU • 2' -i I- 1C', I` '?m—`-\u BOIi Y.Ii-H TvIO -3'ULE 51LHOUET'rE d)*� EX FL-S AND S'OF PIATE y,d _- , ACCESS HOLE AND V+ARD,NED MA.':E.RS r„ POSE OdkT°D RADIUS �' 6.9i1" / U Sol TCL' /SECTION ELEVATION e SECTIOSADDLE N q Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. Crecdaa Date. 07-D4-06 , la's TCE pole: ';:UR,-ne�.,t , .... ........_ 42 , FavT AtKa.Ta� Avarruc ALTERNATE TRAFFIC SIGNAL Last M.V;� ,A p Data 07.04.06 I tu:e H 17or .r n', GaIUr is 80222 rul Puln>.a+.tlot.YtaEO.V:;a/iiasi• :Sr;7par:i f� ® �narn. I�DSI �.r•D><� INSTALLATION DETAILS S-614-40A. ee Fax: tSL'3) /=7-g520 t a CA Nar•�.sD+4AUAJSJ I. ScSafety L Traffic Engineering Branch KCM LAD rer. Arne aDv� ae not to SsL ,y Ln:<;n Y 9 9 asaed i3y` TTorh: E:agir:ee•iDg Unit July c, 2005 Sheet NO.3 Of 5 10 Rev7/2009 SOCKET WELD DATA ARM LENGTH ( ) (IN.) 4 FIN.) (LTGv',) MAST !ARMS 25 i•i 45 0,2331 G.255 0.123 1 40 0.2m1 1 U.2E5 0.83 40 03 2E 1 LI377 0239 4G 1 0,372 0239 `. 40 pot I A 0.3'251 0.372 0239 4U LUMINAIRE ARMS I A_. 0.1793 1 0.214 0.'38 40 BACKING RING WELD DATA ARM LENu'TH 071 N5 h} N.) (Ili.! E U I'v. 25 MA51 I 35 ARIAS 3 45 E 83 O. i 396 0.489 0.2E3 14 D.3195 I UAP,H 0,289 14 0. 1566 I 0.563 0.385 i 16 C1.1566 1 0,563 0.386 16 PCL.E [ A„; 0.156E U.563 0.385 1E LUM MIRE ARMS I A'_L 0.089 7 1 0.429 0.212 12 POLE ARM, LuW ARM 6 PLASM NUT - COVET 4 2 0 ANCHOR 60LTS v SEE tV_RAL NOF S 16 PRO FLII"N = 12 t Dt 111 AN 20 ON S'tF£1 I OF 5 FOR .0 K "1 W LO GEIA L ! ............. A';D 11" t T5 FOR PACK Nr RING W1.I U DrTA4. `' LEY_LINC NUI " IDLYA_K OR LE'&-JNG nnti-SfICO OROi1NC-` I C,CII�Ri_ z-' i G%NERAJ_ NOTr Lis UN IuNE. 1 SHEET I OF 5-•.,._. ALL i0F' or <v i CJP _ 3OT G OPEN N �-1_1--• � � $i Lr p \ � h f /^ r FOR LUMINA -RE ANC TWO a -+ 2 IIA K1.N�s_..ltlly —'s,K D ^I' P 3"A RIGID CGNOUIIS Ott z io 2 S:C*4AL. ITEMS. (2'-0" ncTAI pE L L L MIV, GE'tr'N. 2•-6" MIN. F _. UE.P1H UNOeR ROAt AIRY) (•i';: 0 us ion' a I� S JK CL 8 iin,Iio BASE SLATE. ACCESS HOLE. AAD ARM x I A. E I 1 r' S"e FOR So C KrT NCI 0 I ~I DETAIL ANO 8 o FOR •ACKtl.G I� 2O J 90LF ...�. Clh`.LE- - 2 R1N,; NT:L:: OE TAJL I. TIP F ICAfFZ MAS?. K LON-.R ,1 E HA..EiHULE .. ................ _. Ca, u ? s RASE IT ( ARM MU i r[ 4tl0tt ISrI W F rl FL I 0kll IN �•� ('� 2 i"u R F FOR '-a .., n. PO 76N AOJUSI' j{ L ! ! /%i AIJL4€Oft BOLTS TYP.) nl Dt.RF ON TRUCTION " C4 BASF. H 4 E AND A :FSS 110€.[ FO .Ar.itIFVI. ?tt;<, ...-_.......... CONSTRUCTION REQUIREMENTS __............. .................. I, EPACCD 1 .....}'.€. BASE: PiJdE SOCKET ECUALEY -D TAJ SOCKET l- I 35 j W[t0 CET UL AND 1Y.• j FOR 13ACK1nG RI?:G ROLE 5A'a"e. wr' D DFTAIY.. =IJ9 `--ORILLr..O -S'.OEN'AI_If OR /'•� 5 CAISSON [%,,,_�__� • •` _( I LE'•/EUNG SECTION r"'—j p4 SPIRAL -- BASE PLATE DETAIL TRAFFIC SIGNAL POLE CAISSON Computer File Information Sheet Revisions Colorado Department of Transportation STANDARD PLAN NO. C!-tion Dot 07 4 r5 Ktios:'IOE E%»I»: r�^Is 4201 Ecs: A*knnsns A enun ALTERNATE TRAFFIC SIGNAL Ln:F ath:. n".Jn Da a D7•D4-OE 1niLln=.e: RF7 I x�r Den�rr, 0.*) 7n 9J222 INSTALLATION DETAILS - S-6I4-40A FuN auM14-r w.dol xta,L.o.>.u2!€;¢ss•nS,IPp.rtr � �� Pi:m1r: (,i031 '7:.1 954: Dro I g is Na u: S61440AC405.dwq „��'• t303) )57-R52D CAO c AC WI 7004 Sore Rc: to St41e aft 17-%h Safety & Traffic Engineering Branch KCM Ensued tty 1FMNil; Lnyineenn9 Mt Jtily 4, 2006 Sheet No. 4 of 5 11 Rev?/2009 STANDARD LOOP WIRING AND CONNECTION TABLE TUNS ?"CR t4L AND TYPE CC.4NEC1:9U IS = SEW'S. P . PARALLEL) LOOP INSTALLATION PROCEDUR 1 C "T 14 PAVEMENT TO } IN. MNIMk P11t. 2 L]rAN V0 MY SLOTS WTH 0A-MET COMPVSSm A':R. 3 (PIT CONT4 A/5 lEN17H OF 147W, RIM' US( x.PT Rlm r� I AN WW£ SHALE,. R M&C FOR EACH low N M SI;Ncl BASE C€i P.I L BOX MOUND P ' COP WITH LH h.FASER GF U'N5 _FFFO ANO DA X To .TIC SICN4 RASE, OR PULL W,X. LXIIP SPE SMA1 5E DL0 TYPE. a. ItSE A 5 JN ✓J- FTA_K W5T"HU%Cj! 10 F1jSN CHE W:O SLOT W NOT CCi 3FAIS. 5, CONNECT CFT wTCR AWD TEST LOOP. 6. SEAL, SLOS AS SPEDL:ED. WIRE CONFIGURATION LAYOUT Lu;P W: 1M 'U: SCR'F'S 4r PA2h'. 1.Ft I o, 'SAVEL . TOP VIEW SAW ' W -LE,' N.TER%AIC. SEE- FOIE SCE WE NOS. 2 A, 7 17 2 RFWH - E 1 WIT/ ,y.; INCRETIT A PATCHY A CONCUR &-A ROAGAAY PULL fox - SPFC.w. -/ .-► 9 STANDARD LOOP SECTION A —A I.u) 1. FD 6' SECTION B-B A. MN' .y�,'Bc>_R FLUE ..._�l.} ASPiNT OR 6A /> WA. _.._! >A'W Mr.—�� CI1w;FVL �..`....."'� a Mb �.• 17 E 2A _FAgN f WATLRIlG 1 Se'.1([!i ID ONTWt SFN. CtEARAwt 6 W:RE 7' }' FB' mx S •..i6CM f `�+ SC t3 - $ ,/(�litfa UI CONDUi" 4`' }! ..51.76 BE 90-CN ', �-BASE MATEF.Ik ..,.NTt'.,UTUPON IA'!N..h. �.:. �,F, 7 Q ri "ER FAOW.I;ITS IN CAUE TRT,404 DUAL LOOP OFTTCTCR WRF F! PAeTMF.NT CUT AW1ER Vti 1¢ PULL. BOXF�O- PULL BOX CdA'i 'F' OR �-CCM1O;iIT / WEEP HCLE i SWEE?INC "LE,, MN, 12` RAO% 0A R1XjNYD OR SAN, CUB _ SECTION A -A LOOP DETECTOR LEAD—IN UR'I L£li izDI,E '1/N "I f" SFN/NT A( A II ^LOOP OTt -LEAD-IN WAE 7 ERU' SAW L'UT -- E,Vl TO ORTAIN Set DFFAU R fULL DEPTH. VEHICLE DETECTOR LOOP SAW CUT DETAILS (FOR USE WITH VINYL TUBING ENCASED LOOP DETECTOR WIRE) SECTION C-C SAW CCF FOR �'.A." BE DITDIIOR W":RE ? q� -DElEP�UR S/�' F•Ir: — WIRE CCNDi;:T PULL BOX - SPECIAL FOR LOOP DETECTOR WIRE SECTION A -A A A. TOP OF BOX 5114L ACCE WLI ALIENNAIES: BE 'FCEL eITH SIR-URD C 14 30. REIN:05CED EX STW URACE ATB SJTcS SMALL ,ONCRETE P SECTION. E Nk.NI*;AL. I PRFCASt WMED FROM uFDN - AGRfI(kLTRtlF @LTA :M1}; STYRENL HERS PLASI,' T 1+/WE,) € F3 jA'DAL l SEK,Cltk6M W.R_,. OP.ER SIZES M ZES A40 &LAS .. MA ESE USED WHEN APF-CVPD� BY it E4DNEER iG 2%z- SOUD DETECTOR WIRE ACROSS BRIDGE JOINTS DUAL LOOPS SHALL BE OF THE SIZE SHOWN UNLESS NOTED OTHERWISE ON THE PLANS. -t R:j WELDFDi o. +a/A NNLAS }' MIN. J -�-��CRUSHFDrO F RDCN PULL BOX PULL BOX — SPECIAL NOTES: 1. FIAL 5CX Pf AL SHALL BE A WATER VALUE, STEM. IWE PULi F90 MAIA, l (4T WON OR Slr,. k1l, P I £ox ;T SHALL liAVE LAPABUTY Of AC EPI :C h6.U' ENG W FUTURE OVCRLAYS Piil OD SlI>vL NAoT lI wRo iF .,FT{ F'WtLFEO ON It 2 ML BOXES SHALL t&A1L S/A IS TO I IN. DIANEr;N HQt S UW.LE() G+ TOR ED S !:. FROV CPT W CEPT A A IN, TO 6 N LOSS{ RUBBER -'ri'.." (}/A N BAR..-,(N NOS TO NLIMTU'R OF I CS SIwL aC AS '£R PLANS L:, AS DIRECT D BY TFE E.IG:.ER }. CARE. SNM_ BE TA Dl.'F�fr hK=;1. COMPACT" to PREVENT ZOLLWSE OFTiE TUBES, ♦. A M};ILWIM 2 FEET OF SLACK IS 10 BE T' UMED ON BOTH FEED ANO I.JO, wLRiS al THAT All, TTSTPC AND 1.4:ItIA EAN U. DONE l:'SIL'E Pa P1,11 DO%, E. FAAl, BUY ILO :S to HE SF.A10 WATER E(IT BY CAWING. 6 FIAL BOX IS 10 BE I. MAIM % ul ARFA OF Tip; FIRW F&I'. 1H.AV:Lf RWLIEU iF PO SIBU, MD A NWN1k OF 12 IN. FROM CONCRETE -11TR PAN ! IF HOT A NA P NOT OMA9 E A CONCRETE, RM. (X ti mithlum RAY 5 AN,) 8 N M M Al MAY I➢" Ali.lrl..'O BY iE FINCd4 rN IF CC4 RR S Aizwp. Ttt RI RC"R TLBE WvEr BE ExTcn.r 1, 3EYOtf} THE CONCRETE TO TPE ASPHAIi iwa, 6, ALL 'AGTK LW0 AFAT.T FOR INSTNLATK).4 Of "UJ. MrS SMALL NDI BE PACT ON SE.PAAWILY, BUT SHA1 BE 41CL..CED It ilf PRCE 5 COFOLIT. FRACKF.T KH-ST3_1L.0I r-SIE_'L 51W ` Ct WFS WITH SET '5:1{:v5 NO 5tt:t1 ..CLAMP SR2APS St SCNEWS tut LOCdtNt BOL15 ITr01xRFU FIAT to> AIW OOnOY AGMS. SHA:L -. LASE WRING MNA. HERO D0.'Y'Ki'RATIOY, ACCcSS CABLE. JAL BE A$ si.Mh IW PIhNS. uom user me inTormouon I I �)neet nevlslons Colorado Department of Transportation STANDARD PLAN NO. C'.0i0o O+te m ne ,6 T tIC:9 ICE E.W: �:,P:m�:as ...... _ a2.1 Tcs1 a\�.9�W Avortua ALTERNATE TRAFFIC SIGNAL LOs} Mad. gat;� no ci' < 06 TF T Ra S.onr e„n„ 3503) ?a R54 J INSTALLATION DETAILS S-614-40A ru PUIh«xw'.doi...lRLe..o.usX}A�y;rsupPcr ;/ ?aurn (a)s) 1,;7 U:i4S L`rawia Flio tinr:wS61440,AD505,dwN � :. .'x(3L`3) 757-9820 CLAD V. ACA; 200 Scala: Not to S., UJI, F. ees Satety & Traffic Engineering Branch KCM Issued By: 'frOINE Engineering Unit day 4, 2005 Sheet N0. 5 01 5 12 Rev?/2009 EXHIBIT E FEDERAL TRANSIT ADMINISTRATION TABLE OF CONTENTS A.1 - Federally Required and Other Model Contract Clauses 1. Buy America........................................................................................................................2 2. ENERGY CONSERVATION REQUIREMENTS...................................................................3 3. CLEAN WATER REQUIREMENTS......................................................................................3 4. LOBBYING...........................................................................................................................3 6. FEDERAL CHANGES..........................................................................................................6 6. CLEAN AIR...........................................................................................................................6 7. RECYCLED PRODUCTS.....................................................................................................6 8. NO GOVERNMENT OBLIGATION TO THIRD PARTIES....................................................6 9. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS AND RELATED ACTS............................................................................................................................................6 10. TERMINATION..................................................................... Error! Bookmark not defined. 11. GOVERNMENT -WIDE DEBARMENT AND SUSPENSION (NONPROCUREMENT) .....7 12. CIVIL RIGHTS REQUIREMENTS.....................................................................................8 13. DISADVANTAGED BUSINESS ENTERPRISE (DBE).....................................................9 14. INCORPORATION OF FEDERAL TRANSIT ADMINISTRATION (FTA) TERMS .........10 Rev7/2009 1. Buy America The contractor agrees to comply with 49 U.S.C. 53230) and 49 C.F.R. Part 661, which provide that Federal funds may not be obligated unless steel, iron, and manufactured products used in FTA-funded projects are produced in the United States, unless a waiver has been granted by FTA or the product is subject to a general waiver. General waivers are listed in 49 C.F.R. 661.7, and include final assembly in the United States for 15 passenger vans and 15 passenger wagons produced by Chrysler Corporation, and microcomputer equipment and software. Separate requirements for rolling stock are set out at 49 U.S.C. 53230)(2)(C) and 49 C.F.R. 661.11. Rolling stock must be assembled in the United States and have a 60 percent domestic content. A bidder or offeror must submit to the FTA recipient the appropriate Buy America certification (below) with all bids or offers on FTA-funded contracts, except those subject to a general waiver. Bids or offers that are not accompanied by a completed Buy America certification must be rejected as nonresponsive. This requirement does not apply to lower tier subcontractors. Certification requirement for procurement of steel, iron, or manufactured products Certificate of Compliance with 49 U.S. C. 53236) (1) The bidder or offeror hereby certifies that it will meet the requirements of 49 U.S.C. 53230)(1) and tr Date Signature Company Name Title IItj_ Certificate of Non -Compliance with 49 U.S.C. 5323U)(1) The bidder or offeror hereby certifies that it cannot comply with the requirements of 49 U.S.C. 53230)(1) and 49 C.F.R. 661.5, but it may qualify for an exception pursuant to 49 U.S.C. 53230)(2)(A), 53230)(2)(B), or 53230)(2)(D), and 49 C.F.R. 661.7. Date Signature Company Name Title Rev7/2009 Lam.. 2. ENERGY CONSERVATION REQUIREMENTS Energy Conservation - The contractor agrees to comply with mandatory standards and policies relating to energy efficiency which are contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act. 3. CLEAN WATER REQUIREMENTS Clean Water - (1) The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Federal Water Pollution Control Act, as amended, 33 U.S.C. 1251 et seg. The Contractor agrees to report each violation to the Purchaser and understands and agrees that the Purchaser will, in turn, report each violation as required to assure notification to FTA and the appropriate EPA Regional Office. (2) The Contractor also agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with Federal assistance provided by FTA. 4. LOBBYING Modifications have been made to the Clause pursuant to Section 10 of the Lobbying Disclosure Act of 1995, P.L. 104-65 [to be codified at 2 U.S.C. § 1601, et seq.] - Lobbying Certification and Disclosure of Lobbying Activities for third party contractors are mandated by 31 U.S.C. 1352(b)(5), as amended by Section 10 of the Lobbying Disclosure Act of 1995, and DOT implementing regulation, "New Restrictions on Lobbying," at 49 CFR § 20.110(d) - Language in Lobbying Certification is mandated by 49 CFR Part 19, Appendix A, Section 7, which provides that contractors file the certification required by 49 CFR Part 20, Appendix A. Modifications have been made to the Lobbying Certification pursuant to Section 10 of the Lobbying Disclosure Act of 1995. - Use of "Disclosure of Lobbying Activities," Standard Form-LLL set forth in Appendix B of 49 CFR Part 20, as amended by "Government wide Guidance For New Restrictions on Lobbying," 61 Fed. Reg. 1413 (1/19/96) is mandated by 49 CFR Part 20, Appendix A. Byrd Anti -Lobbying Amendment, 31 U.S.C. 1362, as amended by the Lobbying Disclosure Act of 1995, P.L. 104-65 [to be codified at 2 U.S.C. § 1601, et seq.] - Contractors who apply or bid for an award of $100,000 or more shall file the certification required by 49 CFR part 20, "New Restrictions on Lobbying." Each tier certifies to the tier above that it will not and has not used Federal appropriated funds to pay any person or organization for influencing or attempting to influence an officer or employee of any agency, a member of Congress, officer or employee of Congress, or an employee of a member of Congress in connection with obtaining any Federal contract, grant or any other award covered by 31 U.S.C. 1352. Each tier shall also disclose the name of any registrant under the Lobbying Disclosure Act of 1995 who has made lobbying contacts on its behalf with non -Federal funds with respect to that Federal contract, grant or award covered by 31 U.S.C. 1352. Such disclosures are forwarded from tier to tier up to the recipient. Rev7/2009 3 APPENDIX A, 49 CFR PART 20--CERTI FI CATION REGARDING LOBBYING Certification for Contracts, Grants, Loans, and Cooperative Agreements (To be submitted with each bid or offer exceeding $100, 000) The undersigned [Contractor] certifies, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for making lobbying contacts to an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form--LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions [as amended by "Government wide Guidance for New Restrictions on Lobbying," 61 Fed. Reg. 1413 (1/19/96). Note: Language in paragraph (2) herein has been modified in accordance with Section 10 of the Lobbying Disclosure Act of 1995 (P.L. 104-65, to be codified at 2 U.S.C. 1601, et seq.)] (3) The undersigned shall require that the language of this certification be included in the award documents for all subawards at all tiers (including subcontracts, subgrants, and contracts under grants, loans, and cooperative agreements) and that all subrecipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by 31, U.S.C. § 1352 (as amended by the Lobbying Disclosure Act of 1995). Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. [Note: Pursuant to 31 U.S.C. § 1352(c)(1)-(2)(A), any person who makes a prohibited expenditure or fails to file or amend a required certification or disclosure form shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such expenditure or failure.] The Contractor, Z / �S certifies or affirms the truthfulness and accuracy of each statement of its certification and disclosure, if any. In addition, the Contractor understands and agrees that visions of 31 U.S.C. A 3801, et seq., apply to this certification and osure ' ny. Signature of Contractor's Authorized Official Name and Title of Contractor's Authorized Official Rev7/2009 4 X?/ Date Rev?/2009 5. FEDERAL CHANGES Federal Changes - Contractor shall at all times comply with all applicable FTA regulations, policies, procedures and directives, including without limitation those listed directly or by reference in the Master Agreement between Purchaser and FTA, as they may be amended or promulgated from time to time during the term of this contract. Contractor's failure to so comply shall constitute a material breach of this contract. 6. CLEAN AIR Clean Air — (1) The Contractor agrees to comply with all applicable standards, orders or regulations issued pursuant to the Clean Air Act, as amended, 42 U.S.C. §§ 7401 et seg. The Contractor agrees to report each violation to the Purchaser and understands and agrees that the Purchaser will, in turn, report each violation as required to assure notification to FTA and the appropriate EPA Regional Office. (2) The Contractor also agrees to include these requirements in each subcontract exceeding $100,000 financed in whole or in part with Federal assistance provided by FTA. 7. RECYCLED PRODUCTS Recovered Materials - The contractor agrees to comply with all the requirements of Section 6002 of the Resource Conservation and Recovery Act (RCRA), as amended (42 U.S.C. 6962), including but not limited to the regulatory provisions of 40 CFR Part 247, and Executive Order 12873, as they apply to the procurement of the items designated in Subpart B of 40 CFR Part 247. 8. NO GOVERNMENT OBLIGATION TO THIRD PARTIES No Obligation by the Federal Government. (1) The Purchaser and Contractor acknowledge and agree that, notwithstanding any concurrence by the Federal Government in or approval of the solicitation or award of the underlying contract, absent the express written consent by the Federal Government, the Federal Government is not a party to this contract and shall not be subject to any obligations or liabilities to the Purchaser, Contractor, or any other party (whether or not a party to that contract) pertaining to any matter resulting from the underlying contract. (2) The Contractor agrees to include the above clause in each subcontract financed in whole or in part with Federal assistance provided by FTA. It is further agreed that the clause shall not be modified, except to identify the subcontractor who will be subject to its provisions. 9. PROGRAM FRAUD AND FALSE OR FRAUDULENT STATEMENTS AND RELATED ACTS Program Fraud and False or Fraudulent Statements or Related Acts. Rev7/2009 6 (1) The Contractor acknowledges that the provisions of the Program Fraud Civil Remedies Act of 1986, as amended, 31 U.S.C. § 3801 et seq. and U.S. DOT regulations, "Program Fraud Civil Remedies," 49 C.F.R. Part 31, apply to its actions pertaining to this Project. Upon execution of the underlying contract, the Contractor certifies or affirms the truthfulness and accuracy of any statement it has made, it makes, it may make, or causes to be made, pertaining to the underlying contract or the FTA assisted project for which this contract work is being performed. In addition to other penalties that may be applicable, the Contractor further acknowledges that if it makes, or causes to be made, a false, fictitious, or fraudulent claim, statement, submission, or certification, the Federal Government reserves the right to impose the penalties of the Program Fraud Civil Remedies Act of 1986 on the Contractor to the extent the Federal Government deems appropriate. (2) The Contractor also acknowledges that if it makes, or causes to be made, a false, fictitious, or fraudulent claim, statement, submission, or certification to the Federal Government under a contract connected with a project that is financed in whole or in part with Federal assistance originally awarded by FTA under the authority of 49 U.S.C. § 5307, the Government reserves the right to impose the penalties of 18 U.S.C. § 1001 and 49 U.S.C. § 5307(n)(1) on the Contractor, to the extent the Federal Government deems appropriate. (3) The Contractor agrees to include the above two clauses in each subcontract financed in whole or in part with Federal assistance provided by FTA. It is further agreed that the clauses shall not be modified, except to identify the subcontractor who will be subject to the provisions. 10. GOVERNMENT -WIDE DEBARMENT AND SUSPENSION (NON PROCUREMENT) Background and Applicability In conjunction with the Office of Management and Budget and other affected Federal agencies, DOT published an update to 49 CFR Part 29 on November 26, 2003. This government -wide regulation implements Executive Order 12549, Debarment and Suspension, Executive Order 12689, Debarment and Suspension, and 31 U.S.C. 6101 note (Section 2455, Public Law 103-355, 108 Stat. 3327). The provisions of Part 29 apply to all grantee contracts and subcontracts at any level expected to equal or exceed $25,000 as well as any contract or subcontract (at any level) for Federally required auditing services. 49 CFR 29.220(b). This represents a change from prior practice in that the dollar threshold for application of these rules has been lowered from $100,000 to $25,000. These are contracts and subcontracts referred to in the regulation as "covered transactions." Grantees, contractors, and subcontractors (at any level) that enter into covered transactions are required to verify that the entity (as well as its principals and affiliates) they propose to contract or subcontract with is not excluded or disqualified. They do this by (a) Checking the Excluded Parties List System, (b) Collecting a certification from that person, or (c) Adding a clause or condition to the contract or subcontract. This represents a change from prior practice in that certification is still acceptable but is no longer required. 49 CFR 29.300. Grantees, contractors, and subcontractors who enter into covered transactions also must require the entities they contract with to comply with 49 CFR 29, subpart C Rev7/2009 responsibilities nor delegate any duties arising under the Agreement without the prior written consent of the City. 9. Acceptance Not Waiver. The City's approval or acceptance of, or payment for any of the services shall not be construed to operate as a waiver of any rights or benefits provided to the City under this Agreement or cause of action arising out of performance of this Agreement. 10. Warranty. a. Service Provider warrants that all work performed hereunder shall be performed with the highest degree of competence and care in accordance with accepted standards for work of a similar nature. b. Unless otherwise provided in the Agreement, all materials and equipment incorporated into any work shall be new and, where not specified, of the most suitable grade of their respective kinds for their intended use, and all workmanship shall be acceptable to City. C. Service Provider warrants all equipment, materials, labor and other work, provided under this Agreement, except City -furnished materials, equipment and labor, against defects and nonconformances in design, materials and workmanship/workwomanship for a period beginning with the start of the work and ending twelve (12) months from and after final acceptance under the Agreement, regardless whether the same were furnished or performed by Service Provider or by any of its subcontractors of any tier. Upon receipt of written notice from City of any such defect or nonconformances, the affected item or part thereof shall be redesigned, repaired or replaced by Service Provider in a manner and at a time acceptable to City. 11. Default. Each and every term and condition hereof shall be deemed to be a material element of this Agreement. In the event either party should fail or refuse to perform according to the terms of this agreement, such party may be declared in default thereof. 12. Remedies. In the event a party has been declared in default, such defaulting party shall be allowed a period of ten (10) days within which to cure said default. In the event the default remains uncorrected, the party declaring default may elect to (a) terminate the Agreement and seek 3 SA rev03/10 and include this requirement in their own subsequent covered transactions (i.e., the requirement flows down to subcontracts at all levels). Clause Language The following clause language is suggested, not mandatory. It incorporates the optional method of verifying that contractors are not excluded or disqualified by certification. Suspension and Debarment This contract is a covered transaction for purposes of 49 CFR Part 29. As such, the contractor is required to verify that none of the contractor, its principals, as defined at 49 CFR 29.995, or affiliates, as defined at 49 CFR 29.905, are excluded or disqualified as defined at 49 CFR 29.940 and 29.945. The contractor is required to comply with 49 CFR 29, Subpart C and must include the requirement to comply with 49 CFR 29, Subpart C in any lower tier covered transaction it enters into. By signing and submitting its bid or proposal, the bidder or proposer certifies as follows: The certification in this clause is a material representation of fact relied upon by (insert agency name). If it is later determined that the bidder or proposer knowingly rendered an erroneous certification, in addition to remedies available to (insert agency name), the Federal Government may pursue available remedies, including but not limited to suspension and/or debarment. The bidder or proposer agrees to comply with the requirements of 49 CFR 29, Subpart C while this offer is valid and throughout the period of any contract that may arise from this offer. The bidder or proposer further agrees to include a provision requiring such compliance in its lower tier covered transactions. 11. CIVIL RIGHTS REQUIREMENTS Civil Rights - The following requirements apply to the underlying contract: (1) Nondiscrimination - In accordance with Title VI of the Civil Rights Act, as amended, 42 U.S.C. § 2000d, section 303 of the Age Discrimination Act of 1975, as amended, 42 U.S.C. § 6102, section 202 of the Americans with Disabilities Act of 1990, 42 U.S.C. § 12132, and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees that it will not discriminate against any employee or applicant for employment because of race, color, creed, national origin, sex, age, or disability. In addition, the Contractor agrees to comply with applicable Federal implementing regulations and other implementing requirements FTA may issue. (2) Equal Employment Opportunity - The following equal employment opportunity requirements apply to the underlying contract: (a) Race, Color, Creed, National Origin, Sex - In accordance with Title VII of the Civil Rights Act, as amended, 42 U.S.C. § 2000e, and Federal transit laws at 49 U.S.C. § 5332, the Contractor agrees to comply with all applicable equal employment opportunity requirements of U.S. Department of Labor (U.S. DOL) regulations, "Office of Federal Contract Compliance Programs, Equal Employment Opportunity, Department of Labor," 41 C.F.R. Parts 60 et sec.., (which implement Executive Order No. 11246, "Equal Employment Opportunity," as amended by Executive Order No. 11375, "Amending Executive Order 11246 Relating to Equal Employment Opportunity," 42 U.S.C. § 2000e note), and with any applicable Federal statutes, executive orders, regulations, and Rev7/2009 Federal policies that may in the future affect construction activities undertaken in the course of the Project. The Contractor agrees to take affirmative action to ensure that applicants are employed, and that employees are treated during employment, without regard to their race, color, creed, national origin, sex, or age. Such action shall include, but not be limited to, the following: employment, upgrading, demotion or transfer, recruitment or recruitment advertising, layoff or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (b) Age - In accordance with section 4 of the Age Discrimination in Employment Act of 1967, as amended, 29 U.S.C. § § 623 and Federal transit law at 49 U.S.C. § 5332, the Contractor agrees to refrain from discrimination against present and prospective employees for reason of age. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (c) Disabilities - In accordance with section 102 of the Americans with Disabilities Act, as amended, 42 U.S.C. § 12112, the Contractor agrees that it will comply with the requirements of U.S. Equal Employment Opportunity Commission, "Regulations to Implement the Equal Employment Provisions of the Americans with Disabilities Act," 29 C.F.R. Part 1630, pertaining to employment of persons with disabilities. In addition, the Contractor agrees to comply with any implementing requirements FTA may issue. (3) The Contractor also agrees to include these requirements in each subcontract financed in whole or in part with Federal assistance provided by FTA, modified only if necessary to identify the affected parties. 12. DISADVANTAGED BUSINESS ENTERPRISE (DBE) a. This contract is subject to the requirements of Title 49, Code of Federal Regulations, Part 26, Participation by Disadvantaged Business Enterprises in Department of Transportation Financial Assistance Programs. The national goal for participation of Disadvantaged Business Enterprises (DBE) is 10%. The agency's overall goal for DBE participation is 7.6 %. A separate contract goal [has not] been established for this procurement. b. The contractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of this DOT -assisted contract. Failure by the contractor to carry out these requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the City of Fort Collins deems appropriate. Each subcontract the contractor signs with a subcontractor must include the assurance in this paragraph (see 49 CFR 26.13(b)). [Bidders][Offerors] must present the information required above [as a matter of responsiveness] [with initial proposals] [prior to contract award] (see 49 CFR 26.53(3)). The successful bidder/offeror will be required to report its DBE participation obtained through race -neutral means throughout the period of performance. d. The contractor is required to pay its subcontractors performing work related to this contract for satisfactory performance of that work no later than 30 days after the contractor's receipt of payment for that work from the City of Fort Collins. In addition, [the contractor may not hold Rev7/2009 retainage from its subcontractors.] [is required to return any retainage payments to those subcontractors within 30 days after the subcontractor's work related to this contract is satisfactorily completed.] [is required to return any retainage payments to those subcontractors within 30 days after incremental acceptance of the subcontractor's work by the (insert agency name) and contractor's receipt of the partial retainage payment related to the subcontractor's work.] e. The contractor must promptly notify the City of Fort Collins, whenever a DBE subcontractor performing work related to this contract is terminated or fails to complete its work, and must make good faith efforts to engage another DBE subcontractor to perform at least the same amount of work. The contractor may not terminate any DBE subcontractor and perform that work through its own forces or those of an affiliate without prior written consent of the City of Fort Collins. 13. INCORPORATION OF FEDERAL TRANSIT ADMINISTRATION (FTA) TERMS Incorporation of Federal Transit Administration (FTA) Terms - The preceding provisions include, in part, certain Standard Terms and Conditions required by DOT, whether or not expressly set forth in the preceding contract provisions. All contractual provisions required by DOT, as set forth in FTA Circular 4220.1 E, are hereby incorporated by reference. Anything to the contrary herein notwithstanding, all FTA mandated terms shall be deemed to control in the event of a conflict with other provisions contained in this Agreement. The Contractor shall not perform any act, fail to perform any act, or refuse to comply with any (name of grantee) requests which would cause (name of grantee) to be in violation of the FTA terms and conditio Rev7/2009 10 ACORO® CERTIFICATE OF LIABILITY INSURANCE `� DATE(MMIDDIYYYY) 112/15/2010 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER McQueary Henry Bowles Troy LLP 8144 Walnut Hill Lane, 16th Fl Dallas TX 75231 CONTACT NAME: PHONE FAX /C No Ext: - - A/C, No: - - MA MAIL ADDRESS: PRODUCER CUSTOMER ID a: TRINI IND1 INSURER(S) AFFORDING COVERAGE NAIC 9 INSURED Trinit Traffic and Lighting Structures, LLC 2525 S�emmons Freeway INSURERA:ACE American Insurance Company 22667 INSURERS: INSURERC: Dallas, TX 75207 INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:1916222719 REVISION NUMBER: POLICIESTHIS IS TO CERTIFY THAT THE A POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR TYPE OF INSURANCE INSR WVD SUER POLICY NUMBER MMILDCDIYYYY MM/DD/YYYYY LIMITS GENERAL LIABILITY 2011 EACH OCCURRENCE $500, 000 X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE IT-1 OCCUR DAMAGE TO RENTED PREMISES Ea occurrence 50, 000 $ IVIED EXP (Any one person) $10, 000 PERSONAL &ADV INJURY $500,000 GENERAL AGGREGATE $500,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $500,000 POLICY 7 PRO LOC JECT $ A AUTOMOBILE X LIABILITY ANY AUTO ISAH08590837 7/1/2010 7/1/2011 COMBINED SINGLE LIMIT (Ea accident) $500,000 BODILY INJURY (Per person) $ ALL OWNED AUTOS BODILY INJURY (Per accident) $ X SCHEDULED AUTOS HIRED AUTOS PROPERTY DAMAGE , (Per accident) $ X NON -OWNED AUTOS $ $ UMBRELLA LIAB HCLAIMS-MADE OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB DEDUCTIBLE $ $ RETENTION $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) N / A WLRC46135829 7/1/2010 7/1/2011 X WC STATU- OTH- T RY LIMITSER E.L. EACH ACCIDENT $100, 000 E.L. DISEASE - EA EMPLOYE $100, 000 If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE -POLICY LIMIT 1 $500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required) Additional Insured Form CG20 26 Edition 07/04 applies to General Liability Additional Insured Form CA20 48 Edition 02/99 applies to Automobile Liability See Attached... L;ANUt_LLA I IUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. City of Fort Collins Attn: Purchasing P 0 Box 580 Fort Collins CO 80522 AUTHORIZED REPRESENTATIVE ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID: TRINIINDI LOC #: AC VKU ADDITIONAL REMARKS SCHEDULE Page 1 of 1 AGENCY NAMED INSURED McQueary Henry Bowles Troy LLP Trinity Traffic and Lighting Structures, LLC 2525 Stemmons Freeway POLICY NUMBER Dallas, TX 75207 CARRIER NAIC CODE EFFECTIVE DATE: THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER: 25 FORM TITLE: CERTIFICATE OF LIABILITY INSURANCE City of Fort Collins, its officers, agents and employees are added as Additional Insured on the General Liability and Automobile Liability policies of the insured but only to the extent that the limits and forms are required to satisfy the terms of a written contract. ACORD 101 (2008101) © 2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD damages; (b) treat the Agreement as continuing and require specific performance; or (c) avail himself of any other remedy at law or equity. If the non -defaulting party commences legal or equitable actions against the defaulting party, the defaulting party shall be liable to the non - defaulting party for the non -defaulting party's reasonable attorney fees and costs incurred because of the default. 13. Binding Effect. This writing, together with the exhibits hereto, constitutes the entire agreement between the parties and shall be binding upon said parties, their officers, employees, agents and assigns and shall inure to the benefit of the respective survivors, heirs, personal representatives, successors and assigns of said parties. 14. Indemnity/Insurance. a. The Service Provider agrees to indemnify and save harmless the City, its officers, agents and employees against and from any and all actions, suits, claims, demands or liability of any character whatsoever brought or asserted for injuries to or death of any person or persons, or damages to property arising out of, result from or occurring in connection with the performance of any service hereunder. b. The Service Provider shall take all necessary precautions in performing the work hereunder to prevent injury to persons and property. c. Without limiting any of the Service Provider's obligations hereunder, the Service Provider shall provide and maintain insurance coverage naming the City as an additional insured under this Agreement of the type and with the limits specified within Exhibit C, consisting of one (1) page, attached hereto and incorporated herein by this reference. The Service Provider before commencing services hereunder, shall deliver to the City's Director of Purchasing and Risk Management, P. O. Box 580 Fort Collins, Colorado 80522 one copy of a certificate evidencing the insurance coverage required from an insurance company acceptable to the City. 15. Entire Agreement. This Agreement, along with all Exhibits and other documents incorporated herein, shall constitute the entire Agreement of the parties. Covenants or 4 SA rev03/10 representations not contained in this Agreement shall not be binding on the parties. 16. Law/Severability. The laws of the State of Colorado shall govern the construction interpretation, execution and enforcement of this Agreement. In the event any provision of this Agreement shall be held invalid or unenforceable by any court of competent jurisdiction, such holding shall not invalidate or render unenforceable any other provision of this Agreement. 17. Prohibition Against Employing Illegal Aliens. Pursuant to Section 8-17.5-101, C.R.S., et. seq., Service Provider represents and agrees that: a. As of the date of this Agreement: 1. Service Provider does not knowingly employ or contract with an illegal alien who will perform work under this Agreement; and 2. Service Provider will participate in either the e-Verify program created in Public Law 208, 104th Congress, as amended, and expanded in Public Law 156, 108th Congress, as amended, administered by the United States Department of Homeland Security (the "e-Verify Program") or the Department Program (the "Department Program"), an employment verification program established pursuant to Section 8-17.5-102(5)(c) C.R.S. in order to confirm the employment eligibility of all newly hired employees to perform work under this Agreement. b. Service Provider shall not knowingly employ or contract with an illegal alien to perform work under this Agreement or knowingly enter into a contract with a subcontractor that knowingly employs or contracts with an illegal alien to perform work under this Agreement. c. Service Provider is prohibited from using the e-Verify Program or Department Program procedures to undertake pre -employment screening of job applicants while this Agreement is being performed. d. If Service Provider obtains actual knowledge that a subcontractor performing work under this Agreement knowingly employs or contracts with an illegal alien, Service Provider shall: 5 SA rev03/10 1. Notify such subcontractor and the City within three days that Service Provider has actual knowledge that the subcontractor is employing or contracting with an illegal alien; and 2. Terminate the subcontract with the subcontractor if within three days of receiving the notice required pursuant to this section the subcontractor does not cease employing or contracting with the illegal alien; except that Service Provider shall not terminate the contract with the subcontractor if during such three days the subcontractor provides information to establish that the subcontractor has not knowingly employed or contracted with an illegal alien. e. Service Provider shall comply with any reasonable request by the Colorado Department of Labor and Employment (the "Department") made in the course of an investigation that the Department undertakes or is undertaking pursuant to the authority established in Subsection 8-17.5-102 (5), C.R.S. f. If Service Provider violates any provision of this Agreement pertaining to the duties imposed by Subsection 8-17.5-102, C.R.S. the City may terminate this Agreement. If this Agreement is so terminated, Service Provider shall be liable for actual and consequential damages to the City arising out of Service Provider's violation of Subsection 8-17.5-102, C.R.S. g. The City will notify the Office of the Secretary of State if Service Provider violates this provision of this Agreement and the City terminates the Agreement for such breach. 18. Special Provisions. Special provisions or conditions relating to the services to be performed pursuant to this Agreement are set forth in Exhibit D - Colorado Department of Transportation standards (S-614-40 and S-614-40A), consisting of twelve (12) pages, attached hereto and incorporated herein by this reference and Exhibit E — Federal Transit Administration Required and Other Model Contract Clauses, consisting of ten (10) pages, attached hereto and incorporated herein by this reference. 0 SA rev03/10 CITY OF FORT COLLINS, COLORADO a municipal corporation By: —reX- James B. O' eill II, CPPO, FNIGP �4_C.1 1'^Prector of Purchasing and Risk Management ATT T: 7111' PORATE SECRETARY Date: ('2 --c,>% --tO Trinity Traffic and Lighting Structures, LLC, FKA Trinity Structural Components, LLC /J PRINT N ORATE PRESIDENT OR VICE PRESIDENT / 2 -I 7- _iL/C) SE" (Corporate Seal) SA rev03/10 EXHIBIT A SCOPE OF SERVICES The City of Fort Collins is requesting bids to furnish to the City Traffic Signal Poles per the attached specifications. Vendors responding to this bid must comply with the federal requirements in Attachment #1. Vendors must complete and submit certification for Buy America and Lobbying. All bids shall be F.O.B. City of Fort Collins Traffic Department. EXHIBIT B FEE SCHEDULE