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HomeMy WebLinkAboutFederal Aid Project No. STPU 1202(3) - Oak Street _ = MONTANA DEPARTMENT OF TRANSPORTATION DESIGN DATA A.O.T,(13551 -4(520 A.o.r.I2o1s1 •�eTo FEDERAL AID PROJECT NO. STPU 12020 O.H.V. -55 o e 55-4s//6 _ GRADE, SURFACING, CURB & GUTTER, SIDEWALK, SEWER & WATER V 45I►LBH OAKSTREET IA LIMITED AOCESS CCry1RDLFACILITY) III KIP SEALS-a),38 - BOZEMAN LETTING DATE— GALLATIN COUNTY THIS PROJECT SURFACING MATERIALS --CONTRACTOR FURNISHED LENGTH 0.76 LAMES SCALES HORIZONTAL I Inch— 50 Teet YBSTICAI4 I Inch— 10 Peet CROSS SBCTIONS--HOR. ! YBRT.1 1 Ineh= 10 P&et \ ` REOUCED PRINTS APPROX. 1/2 ORIGINAL SCALE THIS CONTRACT I _ 34 35 d 36 ? In _ITIS} x A c�o T2S, w tell + J I.'\a 12S / �� oil I L.���L D� T25-N-R5E I . • )4 RELATED PROJECTS f J3' �.-_ ! t__ -- .TAR O►MONTARA � {� I �� '. KfAIITI[�fT OF TRAKSPOiTxTlpi • •��'' AA'SPORTATIOM CARL$ DEPT OF TR r, _ PEIL • ----!-_..___ r-, /y _ / NNECTOR Of MH*ATS `2614PE� PRlCONSTRUCTIONENSNEER 23 24 ,• -' U.S DEPARTMENT Of TRANSPORTATION ASSOCIATED PROJECT `. 0 FEDERAL HIGHWAV ADMINISTRATION _ lint N r' AGREEMENT NUMBERS �w � 1.0 Idl291_:0(2) - ►cs�lpvEp P f_ M1799(1) NwS10N ADWMSTRATOR DATE I 1 SLATE PROJECT NUMBER ISHEET NM MONTANA STPU 1202131 2 TABLE OF CONTENTS NOTES BASIS OF PLAN QUANTITIES ROAD PLANS SHEET NO. (OUANTITIES VOR ESTIMATING PURPOSES ONLY) E fITL E SHEET 1 ESTIMATED COMPACTED GNAYEL WEIGHT • 37D0 POUNDS PER CUBIC 1AR0 k , PLANT LAY BITUMAOUS SURFALINt. = 38SS POUNDS PER CUBIC TAKO TABLE OF CCN I EIV I j PLANT I" BIIUAhaus MATERIAL = a.OX OF PLANT AA ys 6TUMNOUS MATERIAL = 9.5 POUNDS PER CALLOW i 1ACR • 0.05 GALLONS PER SUWRE TARD NUT ES MFDRATED OWE = 1.5X Of PLANT AAX BIILMAWOUS SURFACING SEAL 0,40 CALL045 PER SSUARE TARP LINEAR & LEVEL DATA If WE • D_30 WLL04S PER SDUARE 7ARD - COVER = 2S POL940S PER SOWARE TARD TYPICAL SECTIONS StJVMARIES CLEARING AND GRUBBING CLEAR AAA] C" 10 CDwSTRUCTION LIMITS. .NCLUDE TIE COST OF CLEAIaAG AND G �AADIhI•� RUN.*4G IN TW LOOT MICE BID FOR UNCLASSIFIED EXCAYattow A[:IIiIONAL UNA91M: DLLIET^_P STAMNG L 7NCRf TL LUNBS a SIVU APPROACHESALIs 1510. DOG. NO. 103) I OFSOI! ► SEF GI N: FINIsHEa TOP WIDTHS AS lap?EO ON PLANS L WI 0.I1S' PLANT All BIIUMNOUS SLIRFACI%C 1D.3D' AT STA. 111SD.S+ AT,1 O 20' DRUSWD TOP 1URFADNC �V.9T AC14: 8.110, Causwo BASE COURSE ALUI II'NA1 SVN�AVND A GRAVEL SURFACE 10.3a' CR. TOP SURFACIA10 ALL APPRDACj(S PTO A I2' RIDE PLANT MA SIRrP AO+ACE41 AAO PARALLEL TO ROADRAV WINLESS OT•ERnSE NOTED [vL Vl.RiS T :UI VlP.1 S10&4"Y RECAP 3 PVC. DDARIITIFTE 13R ONE PLI3LIC APPROACH IV OJANIILi i OIE PAVEDP IC APPROAG9M 11 - STA. I ILSD.S+ RT,1 APAOON RIPRaP 04 LOP WIDTH r 34' $TpA1N DRAN ,O AVG. LENGTH = K ►[ =TOP I16TH TH ' o S+' SI' SANITARY SFAFP 1lAN•CIES 1, PLACE ,D Afr NJN04EHTt PLANT MP NITUMAID4 SURF_ a B IONS kAwT MAX SITUTANOUS SURF. 75 TONS C""EO lop SULFA ING o TOP 51RFACING V : C • �� LL_ 7D5- CRUSHE 26 Cu. TOS. AY-NEAT wMKIVGS I a CRUSTED BASE COURSE - is Cu- TDS. CRUSHED BASE COURSE B3 CV. vol. ASPHALT CEMENT 0.3 TONS ASP'HA•.T CEAENI 1.4 TORS HYDRAULIC DATA SUMMARY I I PA11P = 0.1 Ton PRT{ 0.6 rams AVG: QUA.Nlllr[S FOR pNE nI0YATE APPROAt•r IS) AVF, QYNTILIES FOI ONE PRIVATE APWROALN AT C�IRB OPENING Iql DETAIL S AVG. 1W WIDTH = 29_S AVG. TOP vDTN= 21' - lf+A1NAGF TREw;H 11 AVG_ LFRCTN W 62' AVG. LERGIN a IS LUSNECTI-VI TY I03/1T AaE PDAO IN PLANT LAX BIIUANOUS SURF. r S low& PLANT Ai SBILM14OVS SLATF. I TAMS NCNUN:N' "A , CRUSKO TOP SURFACING - 72 CU. its. CRUSHED TOP SURFACING = + cu. YDS. CRUSMIO BASE COWS[ = 13 CU_ FOS. CRUSPEO BASE COL1115E = T CU. YDS. IGNCR:TE SIaLIIAI K. QAE { iJl'TFR 1 ASP*'AI/ CEMENT 0.2 IONS ASPHALT CEMENT / 0.? TONS � AER .ONSINU"_11CN SIpiSAla CWB MAN►9 IA IIt11E 0.1 TONS PNME - 0.1 rOwi JIAGO44 PUB.{ %IaFrALA CLAIR RODS 0. I N. 1-H NIOLNNG IA IIWPOKADY ca4wecn7l ,I MISCELLANEOUS _SKEW DIAGRAM I, CURB RAD, ARE MEASORED To THE FACE OF CURB. PLAN & PROFILE 1S _ '26 Z. PaOFI-E CURIE GRADES ARE TO CUTTEN FLOW LIW- �- ELEVATIONS ARE USED TIWDUCHOUT THESE PLAYS. +. ADADFED COWIACTION COSTS ARS 113 BE -NCLUDED IN UNIT PIECES BID FOR SAE" WATER & SANITARY SEWER PLANS WS1 WS8 UNCLASS44ta EXCAVATION. T A GNi s, PIN DOWN CURBI REMOVE AND RESE1 PIN 001%CURB FROM PP AER OLPP40AC-1 c 'j AT STA. 41.13.7 130' AT. TO EXISTINC APPROACH 235'AL, IMC3UDE � W- K IN CasT OF CURB I CUTTER• J SIGNING PLANS S1 _ S6 a. SAWCuT COSTS ARE TO BE IwCLIOEO IN LPOY PRCES 010 FOR PLANT AE. / T. TREapI IMA164 KVII At STA. 3000 AM ARE TO BE PLACEO EVERT 200' TO ARIOOX. STA s 35100. CENTERUhf ROADWAY°' ^ ELECTRICAL PLANS E1 — E7 CROSS SECTIONS 1 _ 24 SKEW SKEW RICHr LLF T I STATE I PROJECT ►.lyeFrt 40. IMUNIANAI STPU 1207131 LINEAR AND LEVEL DATA LIN LENGTH OF ROADWAY 4016.95 FT. - 0.761 MI. TOTAL LENGTH OF BUNCH MARKS STPU 1202(3) 4016.95 FT. - 0.761 MI. STATIp—aol 11D4 Jf SCfi PTI ON ELfYATR1N I — R.R_ SPIKE 12'ApOyC GROVID E. SIDE PpLC ITSL_]2pT. 90d NAII IO•ABOVC GROlp4D N. SIOE PCtE 4t56.]6 IRT. p.R, SRKE i"A6oYE C 0 S.E. SIDE POLE Ty.S7pT, Soo Nul 12'A6DYE CRO1110 K ypE POl f US3,1�] T. !00 NAQ lY ADOYE CROIMG S- SIDE POLE • t5-o,LT. BOWET NUT OM FIRE tTYDRANI 47(P.ID BEARING SOURCE SOLAR OBSERVATION ON THE LINE BETWEEN THE S,W,SECTION CORNER AND THE WEST 14 CORNEA OF SECTION 1.T7S RSE LEVEL DATUM SOURCE BENCHMARK DATA ARE BASED ON A STAMPED BONNET NUT ON A FIRE HYDRANT AT THE CORNER OF OAK ST.Et N.7Th AVG. REFERENCE WATER AND SEWER PLANS FOR RELOCATION OF HYDRANI'- U,S.G.S.ELEV. 4762.10 (USED IN THESE PLANS) CITY DATUM — 4148.61E IFOR COMPARISON ONLY) CENTERLINE COORDINATE TABLE STIIT104 DISCMIPT104 N OR ► COO DIPIATE E of [COORDINATE R[NM6! 5-IS rlS . - 1?2, 59.,LIHSJT 4,I IS OEpN PRO•ECT•e0.S4 9.1 101l .41J _ _ •w ITm 26•I1.T2 I.I_ 42 LEI,IL9 12,TOO.a31 A4GlE PQ�NT I I m 76.11.11 .w.Ito I1,Fom 14D CE TER • CORN p yrf� 34 K/.1� P.D,T, t;,142.Tay I].]If.170 tI N, 19T� ]0' RT. ISO �1�7]'fA P•0.T• 1 ,L11•D16 _ U�l17-411 ENO PpWECT _ �f _ �2•IS.S6 P.I. 2 fil.Il? _14,OJ4.110 ANWE POINT •N, TTA 4NtK.a1 ►.0.T. 12,SSD.542 14 itt.9lt CND or CDMrtECTION to EX. • to In I i STATC j VRDJGCT NLUKR ISHIZET N0. MONTANA I SiPU 120213E 4 TYPICAL SECTION NO, 1 1•ss.85 I•SS_R5 10 5.00.00 1PANS. TTP. NO. I TO tY►_ M0. 2 J9.f' i O 30.T-►IR1[ R TAClk 3R.7' ►RITE L 1ACK O C.I 31,D' SEAL ►COVCP _� _ - 37,0' SEAL IL COVER _ c tR ` If IR_0' SPOOL DER IT.D' IAAV[L LANE .� Ia,p' iLIE1N IANL 12_D' iRAVEI LANE If.O' SHDULOER ►ROE. LR. _ fill NFrLMT AF =I - -- - - J SLOE�%Wl1C �CVT OEPTH AT Ai 1 Ps SIOPE SiIKE 1I4- MN. OVERLAP L,SO'P . MX BIT, SURF, 1? LIFTSI �LE 0tEX1.LE P_ L_ 00,IS' M• TOP SURF_ ITT 1 0-SS' [R- BASE COURSE A.00' SPECIAL 11040109 CROSS St W = 27 VAMAOLE CROSS SLOPE. r -FX - - - QUANTITIES _ GRAVEL I BITU_tiuN_ OUS�IItAtERIAI UNIT /1 t41 CR, IOP [R. BASE. lPEFIA, LNII F4Vt PAINE SF AL I IAC1 []YE9 ARR L-1. COURSS BORkOt NX AkFA 50��AR[ FEE' 22_7 n.T PD,A 302.A SC_YARCS PF9 SlA•p. BED G ii2-2 SEC•_0 GU,vAROS PCP S1A Tr]N Bl.1 •S.3 2 37, 112D.O TD45 PLR STAT Ch n-F S1AII:N 10.3 �R2 CAL,-Oh5 aLR 1.'a'•0M aS'] TYPICAL SECTION NO. 2 31+C. CO TO 335#04.0 TYP. NO. 2 TO TYP, ND. 3 JI�60.00 TO JSa06.00 IRANS� I� T 31-i' -- - pS.t' Po,I[_ 13.9' PRE K IJ.V PRIZE 2s.7' PRIIIL � 24.8' IAIA 24.t' TACK 23.0'SEAL B COYER ?3.0'_SEAL t CDVER 4.0' 12.0' IAAYEL LANE 14.Q TURN LANE 12.0' TRAVEL LANE /.0' I __- _PROF_ OR. I SIL - . FIN. Lit FILL HEIGHT AT E�7 VAy,,E I • I SLOPE STAAf I ` _CUT OEPI% AT µ 1 TI t5' SLOPE STAKE i tTYP.I 1,0' . ON. \\ .0. 0.3D" PC. YA BIT. SURF, 12 LOTS) OVERLAP ` CED1ETnLf - IIYP.I �O.1S' CR. ID S P SLAV E COURW A-DO' SPED RORRR1W EROSS SLOPE -IX CROSS SLOPE = -27. _ VAIIIAOLE a m - QUANTITIES GRAVEL 8_1 LIMINOUS MATERIAL UNIT PLAN' Co. °=P SCR, BtSE SPECIAL !1Ntl oLANi PRIM. SSAL 1ACR LDVE0 MX SUN: _CD.,gSE OORRyR MY AREA SOUARE FEET %4.3 i.6 i0.� ]02.� SR•tRDS PEP S'All]N RR0.0 SII.1 55'.1 CU,TARDS PER Sil11f.N 51.0 ?! I F!T_R t 12:0. TCNS FEP 17AIIQN fi. 3 I,17 D.A7 -INS, PER STATIDN i.4 IC2.2 GAL LtlNS o;R STa IICIN 2T_6 i 57ATE PROJECT N'JMBLR SHEET N0, MONTAItA Sl�u 120217) 5 TYPICAL SECTION NO. 3 35.06.00 35.0E,00 ID SS+BO OD TRANS. TYP. NO. 3 TO TYP. N0, 31.1' PRII{ 25.r PRIME PPIh( _ 36.4' TACK I _ _ k _ 24.B' LACK 14,6' SEAL \COVER 21.0' SEAL i COVER _ 14.0'_ilRa lAlf 12.0' TAAYEL LONE .-p' ►R�� GR. 5K FILL HEIDMT AT - - - - SLOPE $TAKE µ 1 4AM1A91Lf / 1 0' ' .IS CLT DLP1H AT ON. IT'TP_-OEOIEKTILE I SLOPE STAKE OYfAP I//p_P_1 0.!0- /L, MIXMSEW.. SEW. 12 Uf7S1 -O.IS' CR. ]OF S%W. O.IS- CR. BASE COIASE 4,00' SPECIAL BORROR S.40' CROSS SLOE • -iz CROSS SLOPE • -27, _ VARIABLE QUANTITIES -GRAVEL BITUMNOUS MATERIAL I IN T PI6II1 r A, 'Ty CP. 64SE SPiC A- iOVER M7 .. .F- LOURS( B0pA011f IJNI I P1 IA F41UE SEAL 14C( AREA SCUA9E In- I 1 L I - A0,� 302.4 S],•ANDS PER STAIL:N 660.0 64C.0 6i0,0 ELL-AR95 PER SIA70N Bi.5 - 2YI.e 1 Ju^^.0 •ONS •ER 5TA'ION ".67 0.01 1.C9 IONS PER S'ATION 4.0 1!7 4 CAL QN. PEA S14110N 34.a TYPICAL SECTION NO. 4 !S•60-00 BEGIN CONCRETE CURB IIIGUTTER LT. ♦ Al. 35#&0.00 TO 404 00.00 TRANS, TYP. NO, 4 TD TYP, 40. ti 49_D' BERM 6 0 BERM 2_0' _ 31,0' SLAL is.VER, Ibl{ • TACK - 3T.0' SEAL 6 COVER, PRIME \ 1ACK_ �j� 0.S' _ ILO' SHOUIOER 12.0' /AAYfE_LANE Is.O- tU1N LANE _ 12.0' TRAVEL LARC 16.0' SItlUL at �inT\\, VtgIAaCE PROF. GRAg,.f T SLOPE • FIN. 6R.� Y CUT OEPTN AT_� I SLOPE >: 2k _ SLOPE SIAKL _ CLI DE/1M Al r - SLOPE STAKE 1,0' MN. DVCALAP IIYP. > -� D_.}y' 1. 0_TS 0.30- PL. Mx BIT. WIF, 12 UFTSL CCOTE[flLL 0.is- Co. TDP SURF. 0.9S- CR. BASE CCIJRSE 4 2.00- SPECIAL BADARDR !.40' CROSS SLOPE -2X I CROSS SLOE = -?Z .n v n QUANTITIES CRAVEL BITUMINOUS MATERIAL UNI I COVER PlA9T CR, 'DP CR, BASE SPTCIA. UNIT PLANT Mx SURF_ tOWSE d:Ft404' 1A) PR MF E- 1AC4 API A S�IIAAf iFi' 2J.7 11. IS.,, IS'-' $l�,rARJS PIP $TATgN 11 322.7 122.1 021,1 CU r4NOS PLR S•A1oA i2 2 u 1 719.E I cl•,• T„NS PEN ;1411D4 9.50 I.OS 1.40 T O45 PfR Si 1'r0V O.� 159.4 CAL.,ONS MER $t4'.Ok 11.1 1 STATE I PROJECT NumUR SHEET' N0. ' M[1NTANA STPU 1262131 6 TYPICAL SECTION NO. S 40400.00 T�5 41172.40 1ri BERM fi.0' tto 39.0' E-RN!9.0' r_ - _ - ST.O' SEAL A COVER. MILE \ TACK - 57.0_SLAL t[DYER. PANIC t 7ACK _ 2,p _ 0.S' 11.D'SHCULOER tT.O' TRAYEL LANE _ I1.0' TUgN LAht 12.0' 'RAVES LAME !i_p' TURN LANE fi.0' 0.5 YyH,aE _PAOL. CR. -- SLOPE SNOULffN CUT DEPTH At • iY. _ �Iw, W. VAW SLOPE STARE - I I SLOPE • TY CUT OEPTN AT - SLOPE STAKE 1.0' MN. OVERLAP I TTP.I p_15• _ 0.ON' _ 0.30 PL. MC 4L SURE. It L,ITSI t:EOTExTtL£ � -- 0.IS' Ci. TOP SUW. 0_1S' [A. BASE COURSE LL,2.00' SPECIAL BORROW 3 l040' CROSS SLOM = -27 CROSS SLOPE = -ix NOTE- BEC�N SIDETIALK AT A1-22.11, RT_ QUANTITIES GRAVEL BITUMINOUS MATERIAL1NI T [OYER PLAMT CR. 'LP CR. EASE SFCC'IAL UNIT PI ANT 0v SUA►_ COURSE LV�tR."A MX PRIAE SEAL TaL-a AREA SOUARE TEET 22.2 'L 1 T�.S ISS.1 S7.YARCS PLA SIAT�04 822.i 62i_i E22.2 CLL VAMS P[P STATI[W 67_i ll 1 2�9.6 4Tl.A :OHS PLR STAT DN S.S', 1.05 1 TONS ?ER V TI[N 'C ! ISB_l DALL7NS PER STATION 11.E .I t ' t Q N — 1 I CT•TE I PROJECT NU-BER S,IC£T �. S UMNIARY _ MONTAIIA STPU 1202 T]) 0 GRADING CONCRETE CURBS AND SIDEWALKS CUBIC YARD Is[E STANDARD oRAn ,�»s 64 - LL, i LINEAR FEET TOUAAE TAaDS STATION STATIO!� UNCL. "RE REMARKS NEW CONCRETE REMOVE a RESET CLATS 110• 4•CONCRETE REMARKS EXC. [6C. Ems. • CURD A113 GulTER TYPE A CIAO CDNL CAP, SIDEix.l[ �F FROM TO FROM TO LEFT RIGHT LEFT RICHI LEFT RIGHT 1•SS.1S 41012.30 •0 66s , D40 9 I22 3S•40,00 <NT2.io 623.0 c - ]•} INCLUDES SO' CWa aADIU$ LAYDOaN CURDS. WKEL CrwR RAILS, OSS 1 24D 1.ftf ADD-t-OUAL EA4DING FR C a 6 ON N 71P TO 26f' LT., C l G ON AM, 110' l . 1 - 35•8 D.00 AF.1?.10 TOO.D 40.0 17.5 INCLUDES SO CURT B a�DIUS, �LAYOONN CURDS, StDE•µE W%TN •IHEELCHAIR RAZES. AESET CIAB QPEMNNO ON IL 1,11 FROM •1.99.l0 <2420.10 23S' BY, 70 I30' AT., REIOCAiE PIN-DCIre CURB TO 235' AT. _ _ STY,5 7A4.1 RELOCATE MEDIAN 011 N, TYn/' to TIC •IS, .j� TOTAL 42,710 2.210 IL9/6 .t.sesi 45.00.DD 717.B 3.3 IMRuDES SD'CURB RADIUS AYpO,rtt CURBS a MaICEI CHAIR RAMPS _ • EXCESS MATERIAL TO OE D15►05ED 0t BY T-E COgIRAEIOR AT • LOCATION A►PRDYCD MY THE •2.58.S2 4S.00.OD _ 265.2 �.) IMCLuOEt SQ'CURB RADIUS, LATDOWII CURBS. a NHEELCHAIR RAMPS E1131IILER. COSTS FDA HAUL ARE 10 BT W;LLGE0 IN T1Q UNIT MICE BID/OR UNCLASSIFI(D EXCAVATION AND I,LL NDT BE PAID FOR SEPMATELY. tke--(MENU DATA PmoY,oED FOR CONtRACTCR'S INFORAAATIDN ONLY, NOT A PAY MTEML - SUITOTAL 1055.6 965.7 S71.5 40.0 6.6 tS.B ADDITIONAL GRADING TOTAL 124116 6T1.9 144.1 z,.• cumC TAADS S TATI O1J U14CI. s11 REMARKS EXC. EXC, EMO• I FROM TO 1.5 45400.00 2.701 t 0RAINAGE TRLIE►IACENENT •20it 1#00 TOPSOIL & SEEDING ISEE SPECIAL PROKvDkSI _ 7.00 _ }5400 1 ifS _I1 - DACN S 64•s -- ISO PUBLIC APP, LT. CVSC YA4C ACAES 9•So 1144O DN TO 9 140 towlCTI FRONTAGE ROAD 1i•00.$4 fs 7o PU8LI A.P. AT. __ STAT1014 14660 TOPSCIL SEED FERTILIZER CON0 IM000 49- f0 PUBLIC APP LT 22 - . . - SALYA;,wz 1110K CELLULOSE REMARKS 90 PRIMATE AM, t1t. A ►L ACIIr SEEDBED FIBER 19•42 76 ►A•YAIE PP. At, FROM TO NO, 1 N0. 2 n0. t •0. 1 ILR.CH 24.20 ITS PRIVATE APP. It 1. -- 26•u2 _ 2s PUBLIC APR RT. 95 al-T PMBLIG APR LT. 3.6 1.S9.6S 11�72.to 2.176 3.A 0.2 s-� 3.0 0.3 26• _ !S - 2630.25 2fD P 1C API, Rf• 42•61.02 aS•00 00 75 LI 0 1I 0.1 TEAPORiRY CONNECJIOv e0 PAIVAIE APP. LT, 14.00 420 PRIMATEAT AP►. lT. --- 1.6T.tf 200 PltrvE AP►. At, TOTAL 2.251 4.1 0.2 4 1 0.2 A.1 0.2 3f•aS IO PRIVATE AM. Ai 5T•6S 16 ►RIVATE APR R7, 31433 5 PRIVATE MP, Li. ]9.VS.IS IS PRIVATE APP FIT, 394TS.6 S bYA1E APP. Li, I1.66 11+11 m T PRIYAT APP I10 Al. FAOM 113-AT. 414c7.6 41• L6 ISO[" N. TYn BY 4• 10 tit' LT., 11 TAFER TO 3a0't T. r F !L I N G =43#62 T►INVAT AM, I}0-AT. FROM 23S Rt ,S£E SPECIAL PROVISIONS, STANDARO DRAWIKG SECTION 6071 45411.TI DV[ MEDIAN IAVEMEMT C a G. INSTALL W C a 6 PAVC D WTCN NEW A EX. RC-' EACH LINEAR FEET ATE APR LT. STAiIGN GATES ATE APP. A CDZER NJUiS TYPE T*FC IEw. SIN.'I.E DOU34LE SINGLE REMARKS TOTAL 2.155 1.240 •.F26 /-26 F-SR FENCE PAKEL PAAEL PANEL G2 G3 FROM TO 13+13.5 11#66.0 39.5 3 1 I RT, S BARS KL 19.66.0 19. .0 _ 16 AT. 4 BARB MAE GATE 19.82,0 19+90.D 16 MT. METAL CATE r L B L U E T O P STAKING 19.98.0 ?3+12.0 _ RT. 32'WOVEN WRE 23•,2 D - T. S BA - OU M RS; L 16 24#12.0 24429.0 6.1 1 I __ AL G ATE MIRE 24.26.0 26#22.0 11.8 2 I Ri.T. S BARB InRE 6LUE1� REMARKS 26+42.0 tcs8..° P 57ATICN 642.0 26.50 16 AT. METAL CATE _ ,6 At. I�TAL GATE ,o o SLAKING 26+58.0 28.66.0 14.4 2 2 _ 1 AT. S BARS ¢RE _ FROM 28 TO 466.0 28.82.0 16I RT. 4 BARD W ME CATE ry 14490,0 19.74.0 21.3 1 1 2 LT- 32•WOVEN VAR( 14s.BS 002,80 1.S SUBGRADE MAINLINE 19•T4.0 19,90.0 16 LT. METAL GATE 145S.8S 410 2.80 1.5 BASE COLA"1SE NAINLINE 19490.D 28.66.0 $4.9 1 1 2 Li, 32'WOVEN TARE __ e•66.0 284e2.0 16 LT. METAL GATE 70TAL 3.0 TOTAL 5 10', z 71.8 50 13 9 1 I! 96 I I ST►fi oROJECi NUuBER S14:CT N^ SUMMARY MONTANA STPU 120213f E1 - SURFACING • LINEAR FEET TONS AGCRECATE SO. Y➢S. e1TUMIIOUS LUTFRIAL iSTAT 10,4 n NTORAIED IONS CUBIC YARDS TONS GALLOI.S t. GROSS NET } _ FOR 11►E ►lAN7 CR. TOP CR. BASE GEDT.ITILE ASPHALT SEAL PRI,E TACK REMARKS L4I BIT COVER SU4F, CD.RISA S►f CIAL LATEX -C 10 $$-1 SU1f ACING GRADE IA TYPE A• TYPE A• lDRR�^.v C(1[AT Z c FRO11 10 GRADE B GRADE 2 GRADE S 155-IDo MODIFIED 1•SS.eS SHO.00 471.IS 421.is 5c1 35 131 _1�263 4,156 4,001 33.6 41! -4.7 [so 1RA1PS. /r_. SECT, NO. 11D No. Z I- A60.00 31•60.00 2590.00 2560.00 _ 2.(JT 16s 726 1.693 26 196 24,366 ISS.2 22.4 2B.9 112 ITP. sEC7. N0. 2 I. 35408.00 _ 35•1o.00 340.00 718.00 399 25 t09 1 036 S,B9! 3.261 23.9 3.< 3.5 11. 74AWS, ITO. SECT. ND. 2 TD NO. 3 11 75400.00 35.10,00 72.00 12.00 103 7 27 200 610 _ 06. 6.2 0.1 0.T 21 _ TRANS- IYP. SECT, m36 3 tD ND. 4 33•e0.00 40!00.➢0 420.00 420.00 665 43 1f3 1114 2,41Z 3.920 39.1 S.9 4.4 IT3 TRANS. TTP, SECT, N9. 4 TO ND, S L 40.00.00 41+77,10 113.94 113.9 274 to 11 463 953 1.613 16.4 2.4 1.6 71 7TP. SECT. N0. S A D17IOWAL SURFACING 620 24 441 1.092 I 751 4.611 33.I'l 2.8 S.! 95 TOTAL 4016.1sl 4016.95 T± 5,2511 317 1,77t 12.9311 43.31C 42.6TIL!I I,r 42.E- 49.1 1,33S 41 NIG14 SURVIVABILITY - SEPARATION ► STABILIZATION - ADDITIONAL SURFACING IINCLUDEO IN "FACING FRAIE) LINEAR FEET 10k5 AGGREGATE 50. TDS. SITLASNO4 MATERIAL STATION IoI4s cuelG YARDS TONS cuLONs h"DRATEQ GEOTEItq,[ F r R PLANT CR. TOP CR. RSE ASPHALTT -1cl., PRlaf TACK GROSS NET ♦ - LIAE MI BIT COVER $ URF. COURSE SPECIAL � S 2REF/.A.RKS SLW ACING GRADE 4A TY►E A• TYPE •A' BORROW CELENTEI AC-TO Ss-1 TO GRADE B GRADE 2 GRADE S SS•t0FIED 9•50 l u(S.1 T9 J< ISC 4,7 0.9 CONK. TO FRDNtACE ROAD AT. Al N.7iM 41•20.42 41-73.54 32 1 S3 1_9 0.1 Q. CURB RETLNNS 6 FILILLIS LT. S RT. 43•67.6 41.7I.t 29 2 1 56 1.7 0.2 0.2 ! WD[N N. itn AVE. 11•fl.9 42.20.4 12 RELOCATE MEDIAN ON IL Ith-AlFt. 42•se.s2 45•11.12 31S 21 B2 Sit I1.1 Z. - T:tt 62 CDNN. TO EX. DaE S PUBLIC APP. 30 130 i5 I.S ---0.5 - 1 - ►AXED►UBL IC APP. is 26 43 1.0 _ 0.6 6 - PRIVATE APP, 30 137 76 1.2 0.6 - --- 9 - PRIV. App. AT "s OPEN. 21 36 63 1,t 0.9 11 - DRAINAGE iRENCFES 1,1Sl 4.611 l - " (,c J IIti Lp`� 2 � a - n r, 0 StR3TD1Al '`, - 620 46Y t,04 21 1.7sol 4_1 I I 33.7 2.11 S.6 95 • NDN StAVIVASILITY SEPARATION ► SLAMLIZAT1DN I I STATE I PR0.£tT NUMBER SHEET K3. SUYYQN7AIdA STPU 1202131 9 � CULVERTS DAS,C DID 11LNS PIPE OPTIONS CUIPC TAROS S0. YARDS ~ L A FEET tubAc YARDS S0. TAA01 CONCALIE WIGHT CULVERT \fPOING CL. 50' S1[EL FN9 \COOING CL. D0' RIPRAP OF STATION PIPE LENGTH q[lA► CULVERT OUNOATIDr WTERAL CONCRETE RPR No. DPI. GEOTEYTILE 2 2/1,X 1/2 'CORR. TwCIN[SS COATING SECTIONS OUIOAnDh MAMMAL CONCRETE SID. awr. CEDIEYTIL COVER ofSEA REIVER REMARKS GLC CULVERT PIPE CULVERT IYCAVATI WTfRIAL STD. DRC. STD. Da'C, ALI>rNUY MATERIAL StO. Dr. STD. ONG, Na. 25 FEET 3` N0.AO\ U IA.YJ.]l17 CLJ CL.2 2 2/)'Y I/ '(OM. THICKNESS LT. AT, w0.60 L 4 00.3DL32 CLJ CL2 0 21'X 73' CSP 41. 7.32 5R 36'X 13'CSP At. -�- - - - Ie'RCP CL. 2 LONE FETS FETS P. LT. NAl IV CD S• U'CSP 0.064 N7AQ FEtS FETS 2.1 IA'CAP 0.063 NONE FETS FETS 24' IA'REP IRA. [�, 2 NONE FETS FETS AMNLINE IRA, DRUM 17+J6.6 RCP IRA. IT6 ISM 3.2 U 16*RCP CL. 2 NONE FETS FETS P. LT. 14r60 I1' 56 S• 1A'CSP 0.064 NONE Ff TS FETS 1.1 16'CAP 0,060 NONE FE75 FETS _ 16'RCP Cl. 2 NONE FETS GETS P, LT, 19602 1\' K S• 16'CSP D.O6I NONE FETS FE7S 1.T _ IA'CAP 0.060 NONE FITS FETS IA'RCP CL. 2 NONE FLIS FEfS APP. AT, 1e,162 16' 52 S• 14'CSP 0.C64 NONE FETS FESS 1.111 14,CAM _ 0.060 NONE FETS FITS le'RCP CL, 2 NOW FETS FETS okpp. At. 26#12 11. 66 S• 16'CSP 0.066 NWE FETS FETS 3.6 CAP 0.090 NO%E FETS FITS _ I!ACY CL. 2 NCMf FETS FE/5 PP, AT, 29-11.1 I\' 611 5• 1\'CSP 0.064 NONE FETS FETS 2.6 I\'CAP 0.060 NONE FETS FITS 31Ya.51!14 31 .*Sl &-VCfA IRA. CL. 3 MOLE FETS FITS INUNE 00. DRAIN 32+31 RCPA IRA. 156 TO 10.4 SS' LT. 1V RCP CL. 2 NONE FETS FETS kPP. RT. 34+58 16' 66 S• 1A'CSP 0.OEI kow- FETS FETS 2.6 It'CAP O.OED NDNE FETS FETS • FOR IAFORNATIDN OI{Y 1 J I CULVERT SUN.MARY RECAP BANK PROTECTION LINEAR FEET CU&C YARDS SO. YARDS CHIC YARDS SO. YARDS e[DDING CL. DD' RI►RAP DASIC & PIPE D PE RELAY CULVERT FOVNOATION MASENIAL CONCRETE SIC. OVID. GEOTEYn BANK GEOTC1tTllC LE STATION t7PE I REMARKS tTOTALI CULVERT [IC. MATERIAL $TD. DRC. STD.-ORG. N0. 25 pD7fCt10 AO \ 41 30.31.]t CL.1 CL.2 FROM TO �x T-'p 1♦ � uA _ _ ]S•TO _ ]S•6_0 _ _t _ 2 0.45'DEEP FROM EDGE OF PvNT. 70 OIT[N Lam,.O 24'IRA. 124 AT START OF CUR! a CUTTER Lt. 0 u 31 SI '11(PA IRA. -11\ 35470 35.60 1 2 _ 0.Ai DEEP FROM EOGE OF PYNT• 10 dTCN AT START OF CURD J► CUTTER RI. TOTAL ti 1D TOTAL 1 2 1 6 J •EADSION CCNTAOL CLASS 2 \ 3 I STATE PROJECT NUMBER SHEET Nt: SUMAZARY M ONIANA STPU 1202131 10 - JE I STORM DRAIN zz LIN[AA 1[[1 WLW R.C.P. IeR. CUBiC TAROS EACH EACLI Lilt. FT. STATION two ACMDvE DROP tin I Cm INLET IALI40.9k CS NEW CO►d. NEW q, 2 SECTIONS KNO TEE KODING EIAVEAT INLETS ITPC I IVO. Pitt- 511 1111 It IVALE S7nE1 TTPE S IST0. VM STI CATCH UAWUXE SLOTTED REMARKS NATEIRAL CRC. BASIN 6 DROP DRAIN F ROY TO 12. II' IB' 21' 2L' 1B' it' N' tA' 12' LT. RT. COOP Ct^9 \T, DEPTH RT. DEPTH LT. PIK ITT. /T U SA' W BI' 24- 41' INLET 12, I, � 6•II.S 126 iETS 2C■ WINLINE. CONN. OI1CN RT. TO X. S11L OR, LT, II+SD.1 — 104 iE15 Wsli• MAWl1 f ` 11.60 12.04 _ - 2CW 2 N- 11th AT. . INCL. AM LIN.. $"LEIS a STLI DRS. t1•At.l 2BNi.9 !1 iE15_ ICe_ ";IZ E Rf. - UG ENDSO 2N91.2 ISI iETS FETS _ 2C• -- MA'NLIkE 11•5/.0 41a10.3 2 21 — �- 15W 1 _1 I 1.0- 1 5.0- UAINukE - REBUILD TO WATCH HER CURBS INCL REW S711. DR. 12•aS,B 2 5W T 1 4.5' "WLIWE - REBUILD TO MATCH NEW CURBS INCL. REM, SUL DR. SUN TDIAL I 2 TOTAL 130 541 '`. 1 1 ] •SEE SPECIAL PROVISIONS �i SANITARY SEWER MANHOLES IN PLACE PAVEMENT MARKINGS 1 ERE» NEW MONUMENTS IkTERIM FINAL STATION AO:UST REMARKS ITEM UNIT TOTAL APPLICATION APPl4'A71 Dh STATION EACH REMARKS LEFT Ik GHT 60' RICHT ADJ. 10 6'ABOVE CRADE 041E PAINT GALS SS 33 U•09 1 6 RIGHT TEItOW CURA ►AIRY WLS 10 10 �-1 li•SI 1 A6' RICHT 21•{1,T1 t C/L N. It+h 6 Ohl ! WyTE PIASTK l.F. 1 SST 1 SST 211•81.90, SO' RT. I CENTER DF SEC- 1 21'WKTE PLASTIC L.F. 192 112 11 19•BS 1 16 RIGHT �❑ 34•67.11 I [/L N. !fh 6 OAS WORDS ARO ST140LS -insTE PtASTI[ S.F_ 1 t32 1 132 U 22.95 I 16' RIGHT _ 42•1S.56 I IUL N. 71h 6 OAK 1 YELLOW PLASTIC L.F. 10 S30 10 630 REMOVE 1'WITE ►HINT L.F_ 22/ 2J7 SUBTOTAL S - - REMOVE 9-WHTE FAINT L.F. T01 7G1 TOTAL A REWNE 24'WHITE PAINT i L.F. S3 57-- r TOTAL S REMOVE 1'TELLOR PAINT L.L _ 443_ 443_ R SEE S►ECUL POOVISI04S REM4V[ROgOS AN3 STNBOIS S.F. 366_ 766 l.� I STATE PROJECT NJM9Eq SHEET N0. MONTANA STPU 120243t 11 HYDRAULIC DATA SUMMARY STATION STREAM NAME OF SIGN F I_GOD BASE FLOOD (m OVERTOPPING FLOOD SIZE/TYPE REMARKS OF NAMED! STRUCTURE (D IA (4) MAGNITUDE FREQUENCY H. W. ELEV, MAGNITUDE H.W. ELEV. MAGNITUDE APPR. H. W. ELEV. IFLGOD OF RECORD, Oplmaxl. ETC. > (C. F. S. > (%) fFT. ) W IC. F. S. > IF T. ) (C. F. S. ) FREDUENCY f%) (FT. > 32�t17 _ /AR►fR'S CANA► [rRR. 1 31 •A ii qCP- IRR_ - �_ _ 46 aX �tSI, 214 4T53.9 !'2 3'!. Ai57.6 GYERTOI'S RGAGIrAr NOTES: w H. W. ELEVATIONS SHOWN ARE BASED UPON PEAK FLOW ANALYSIS UNLESS NOTED IN REMARKS COLUMN. NOTE: HIGH WATER ELEVATIONS SHOWN MAY VARY SLIGHTLY ID STRUCTURE SIZE OR TYPE AND RELATED HYDRAULIC DATA MAY NOT REFLECT CHANCES MACE DUE TO DEPENDING UPON THE PIPE OPTION SELECTED. R/W OR OTHER CONSIDERATIONS II,E., STOCKPASS ADDEO. STRUCTURE SIZE OR TYPE CHANGED. ROAD GRADE CHANGED DURING CONSTRUCTION. ETC. ) IA BRIDGE LENGIH SHOWN EQUALS THE WATER SURFACE WIOTH IN 11�E OPENING AT THE DESIGN ►t.N, 1 ELEVATION MEASURED NORMAt TO FLOW_ , Q OVERTOPPING IS DEFINED AS FLOW OVER THE ROAD, FLOW THROUGH A SIGNIFI@ANT RELIEF STRUCTURE, OR FLOW OVER THE BASIN DIVIDE WHICHEVER IS LOWER, O FOR THOSE CROSSINGS NOTED BY Opimax) IN THE REMARKS COLUMN OVERTOPPING DOES NOT OCCUR AND THE FLOOD MAGNITUDE LISTED CORRESPONDS TO THE FLOOD OF PARAGRAPH 9o(t ►(b, I FHPM 6-7-3-2 INOV. 19791, THE FLOOD SPECIFIED IS SUBJECT TO STATE-OF-THE-ART CAPABILITY T❑ ESTIMATE THE E1(CEEDANCE PROBABILITY. F� 4 EXCEEDANCE PR08ABILITIES 25 YEAR 4% CHANCE 50 YEAR 2"/. CHANCE 100 YEAR IX CHANCE 200 YEAR 0. 5G CHANCE I� N I i STATE F'RDJFCI NUIe-R SHFF MDNTANA STPU 1222431 DRAINAGE TRENCH CONNECTION TO FRONTAGE ROAD STA. 9+50 10 STA. 11+65. 8t NO SCALE BB' RT. TO 95' RT NO SCALE EDGE Of CR. BASE COURSE —4W N 7Q A I II r 1 1 1 - as OAK 1 1 l S 89'04,48" E �s I zlz 1 L - A A A = - ml3 -- -_ ---=0e�1rER-�rc a EwSnhD o C ON _ ROADWAY aT'OS'�3' E YDOWN BEGIN CONNECTION / A 80w RT- TORBI 10�R7 STA. 9+50 (OAK 1 =88' RT. MATCN EX. PVMT. END CONN- PVMT- 3-0' STA. 11465.01 40AK 1 95' RT_ i MATCH CURB LAYDOWN SPECIAL BORROW I I1EIf SURFACING StRAIGHT LINE GRADE --1.0' MN. OVERLAP EXISTING SOIL ALINE WIT+I GEOTEXTILE AVG- DEPTH I I FILL WITH SPECIAL BORROW —1 �s = J — EX�I�STcI,N�G��BEIIGRADE GRAVE L I r � � L SECTION A—A 13.a' r12-0' 120' I 71.6 EDGE OF CR. RASE COURSE — -- TO2' PL. MX BIT. SURF, SPECtAL BORROW -_ CR. TOP. SURF. 1 � 0.S' CR. BASE COURSE 0.85' i a 1.0 MIN. OVERLAP c, EXISTING SOIL CROSS SLOPE _ -2% � CROSS SLOPE =_-7% n m,� SPECIAL 80RAOr LINE WITH GEOTEXTILE ow m r h 4 � � � r _. ,^ c J` GM�,`' SECTION A-A 1 [ 1 EXISTING BELCRADE CRAYEL G SECTION B—B I TSTATE PR1-1 hWJBER SHFF, roD, MDNTANA $iI' 120213) 13 6 'C 0 N C. MONUMENT & MONUMENT BOX (�-LAYODWM CURB CUHB, GUTTER�� LAYDOWN CURB - Yj, EXPANSION J3IN15 �. SCALEn%lOEwALK 6-SIDEWALK C.I. MONUMENT BOX, CAIRp �ENGINEERING WORKS PATTERN _�ExPANS'N0.50568 ON APPROVED EQUAL �gNTS JI'NISHFD CRADE PAYED ALLEY PRIVATE SIDEWAIKT - DEPI,OF TRANS.CENTERl1NE � Yj-EXPANSION JOINTS TO HE INSTALLED BIT SURVEYOR Rl AN 6'SIDEWALK -LAr00WN CL146 11- _ t-C UPS MONUMENT PRE 4 CAST SLOPE '/4•PFR FT. TOWARD ( OF ROAOMA-f •'54DF.WALK� OR CAST-IN-PLACE 4: — T -�GUTFER VARIA91E WIDTH I K"OF 6' SECTION OF SIDEWALK NUTESi CON 0 TER PREFOFIKD EXPANSION JOIN1 FIVER, STANDARD CONTRACTION JOINTS SHALL BE NOT MORE THAN SPEC. 70T_OI_), SHALL BE INSTALLED Ai All , EXPANSION JOINTS. FOR THC FULL THICKNESS OF THE /W INCH ME` AND NOT LESS THAN 1 INCH IN DEPTH NO SCALE SIOFWALK AND RILL BE USED AT ALL JONTS BETWEEN AIIO N111Y BE CUT BY A GROOVE FDRMNG IDOL, NEW CONCRETE SIDEWALK AND STRUCTURES IN PLACE. EXPANSION JOINTS AT THE NEAREST MULTIPLE OF THE oREFpRM D EXPANSION JOINT FILLER SMALL BE CONTRACTION JOINT INTERVAL BUT NOT TO EXCEED 4"CONCRETE SIDEWALK INCLUDED IN TNf UNIT PRICE 810 PER SQUARE YATL7 60 EEE1. IS10, ONG. N0. 651 `J.5 FDR CONC_RE?E SIDEWALK. ALL JOINTS SHAH AND LA 8E STRAIGHT PERPENDICUR ALL SIDEWALKS WIDER THAN 5 FEET SHALL HAVE TO THE CENTERLINE AND RITE SURFACE THE LA RALK, A L OF THE SIDEWALK. ONGITUOIkAL CONTRACTION JOINT IN THE MIN. ALL JOINTS, WHERE PRACTICABLE. SHALL ALIGN WITH CENTERIINC -� EXPANSiON I T LIKE JOINTS IN ADJOINING WORK, JOINTS SHALL BE JOINT O,5"DEEP JOINT PLACE0 AT 10' MIN USED TO OUILINE ALL PANELS IN THE SIDENALK, WHICH SHALL BE, $0 FAR AS POSSIBLE, SOUARf_ THE T _INTERVALS. CRDOVE SHALL BE CONTINUErJS LENGTHS OT THE PANELS SHALL 6E OETERNINED n e O I ON THE TOP EXPOSED SURFACE FOR THE RIDTN BY THE MDiH OF THE SIDEWALK. OF CURB l GUTTER. 1510. DWG, N0. fbH ' � o WHERE RIGHT-OF-WAY PERMITS, NEW SIDEWALKS LESS •H �' +/ THAN 5 FEET IN WIDTH SHALL HAVE A PASSING AREA AT A MAXIMl1M SPACING OF 200 FEET. THE PASSING SLOPE = 2.7 AREA STALL BE A MINIMUM OF 5 FEET BY S FEET IN Ql I ry I I n F IV41>r. a I t d e u O ( ► e 6 r � � d d d d ut Ip I I L—a.z' cDMI'ACTEO LAYOOWW CURB FOR DRIVEWAY APPROACHES` R. TOP SURF. i-LAYOOWN CURB FOR RHEELCHAJR RAMPS GOO-05 CONCRETE SIDEWALK I I STATE PROJECT NUMBER SHEET rip. MONTANA STPU 12Q2131 IA CURB RAWS AT MARKED CROSSTNCS CURB RAMP TTPE5 VENERAL N07ES: 1, IN MEW CONSTRUCTION. PUBLIC SIDEWALK CURB RAMPS WILL SE USE* I4 THE FOLLOWNG ORDER OF PAFIERENCEI U A. PERPENDICULAR PUBLIC SIDEWALK CUFIB RAMP B. PARALLEL PUBLIC SIDEWALK CURB RAMP IR444J C. COMBINED IPARALLEL /PERPF,NDICULAR7 PUBLIC k SIDEWALK CURB RAMP, Qo- D. DIAGONAL PUBLIC SIDEWALK CURB RAMP SINGLE DIAGONAL OR DEPRESSED CORNER PUBLIC �{ SIDEWALK CURB RAMPS SERVING TWO STREET CROSSING r ® U DIRECTIONS ARE NOT PERMITTED It. NEW CONSTRUCTION. 2- NEW CONSTRUCTION REOUIREMENTS FOR PUBLIC 51DENALLK CLMB RAMPS SHALL BE MET TO THE MAXIML.w EXTENT OSJD� FEASIBIF WNE14 EXiSFINC: FACILITIES ARE ALTERFO. 3. IF POSSIBLE, DRAINAGE STRUCTURES SHALL NOT BE ro PLACED IN CONITLICT WITH PUBLIC SIDEWALK C1,a3 RAMPS. wo"d.i a SIMNrl IOCATION OF CURB RAMPS SHALL TAKE PRECEOENCE OVER ," Ir—cm — LOCATION OF GAAINAGE STRUCTURES EXCEPT NHERE EXISI`OK LLILI DRAINAGE STRUCTURES ARE BEING UTILIZED. P:m11 a, THE FLATTEST SLOPES POSSIBLE SHALL BE USED FOR ALL (Al WAS RAMPS. MAXIM,M SLOPES ARE SHOWN FOR GUIDANCE Al pIfAICULT SITES, ITPICAL URBAN SITE Trot SIDEWALMS WITH PEkDF.NDICuLAR PUBLIC SITiEWAIC CURB RAMP MEOIAN ISLANDS DEPRESSED. ISEE DETAILED UAAWI4G NO. 608 S. F ELD LOCATION OF TI£ CURB RAMPS WILL BE I-75 FOR FINAL NAL FINE6 BY THE ENGINEER. ADDITIONAL OETAK S1 5, FOR ADDITIONAL INFORMATION r.ON5LA.T: APPENOIX IV AMERICANS WITH DISABILITIES ACT 4AOAI U ACCESS!BIL+(T CIADELINES FOR BUILDINGS AND VACII-IDES AUGUST 1214 EDITION a _ 1 SQN�IRU�T'QN REOUIREMENTSI ® --_ BOULEVARD l 1. SURFACE TEXTURE OF TFIE RALF SHALL BE GBTA-hi) BT COARSE BROOMNC, TRANSVERSE TO THE RAMP SLgff. 2. CARE SHAM I. RF. TAKEN DURING CONSTRUCTION TO ASSURE GUN:F R� RAMP CRAOES, FREE G SAG5 AND SHARPT o,I«N�«I T was Imr«7�I--�� la) I I ISFELDEIAILED IDRAWI NGANO-C606-30dRB MFCR AOOITILUA, TI�FAP_SI I— I TYPICAL L•IBAN SITE - WIDE SIDEWALKS NITH MEDIAN 15LAWS OiF'RESSioI IIhCLUDES —BOULEVARD AREA. ) — RADIUS OF 15 FT. PlANIING OR OTHER NON-WALKING SURFACE BOULEVARD_ OR GREATER i _ 1 i blot WA--L \ T':-r ue�al a sIAAIL«,� /r $R/W PERMITTI4CI rw I""CYI—_ I � I I I I• -� FLARED SIDE Air m z a tC1 IOI COMBINED IPARALLEL/PERPENLMCULARI PUBLIC DIAGONAL PUBLIC SIDEWALK CUAPB RAMP SIDEWALK CURD RAMP $SEE DETAILED DRANINC NO_ 608-35 6D8-15 IT'PICAL RESIOE4TIAL SITE NAAAOWCR 5VDE110ALKS. ISEE DETAILED DRAWING NLAIBERS 60B'25 AND rGR 6G! ADDITICKkIAI DEUr.S> WAIINCLUDE BOULEVARD - NOT SHOWN, I GD6.3D FrA ADDITIONAL DETAILS► N;W CONSTRUCTION PUBLIC SIULWALK CURB RAbPS I STATE PROJECT NUTABER ISHEEt NG. wNTANA STPU 1282131 15 DIAGONAL PUBLIC SIDEWALK CURB RAID SINGLE DIAGONAL PUBLIC SIOENALK CURB RAMP PRIVATE APPROACH SIDEWALK CURB RAW IF011 RADII 15 FT. OR CREATERI IFOR RADII LESS T." 15 FT. I � I 1 I I M I m RADIUS Of 2S -- ' f T. SHOTIN SIDEWALK IR/X PERMTTINGI r \1i11w'Jll n / vt � / \\1111111 LOCATION OF LAYDORN y ! I CURB IN CURB RETURNS R I R ` AT PRIVATE APPROACH \\W/' ISIDEWALK OR SIDE STREET INTHOUT IR/K PERVTTtN61 I SIDEKALK. \� I I I ` � �FLARE] SIDE I I I C' FLARED SIDES O I p I F- I 1 PRIVATE APPROACH BEGINh1NG BEGINNING OF CURB FOR SIDE SIRE 1 RADIUS Ty CURB RADIUS �LAREO SIDEFLARED 511[E TDP OF C.1RB� 2 FLAAEb RAID FLARED VARIES FLARED RAMP FLAH[p �Z I TO ,-TOP C CURE .� SIDE [KI SLOE 510E IW1 SIDE III ' OF CURB RA1i 1 6r00N14 lA7DOMN �IAtD[RN CUR6 � CLMtB -rap OF CURB � CURB <� 41ARE0 SIDE _ NAAi 2.01 BEGINING OF GUTTER LINE �f NOTES (LAEN5IGNS ARE AT BACK OF CURB GVTtER LINE r N07U DIyEh>IOVS ARE AT BACA OF tUHB CURB RADIUS -lee CF CURB I SECTION B-B SECTION D-D Iz.r wx —IAVDOTIv CURB IZ,1 uAx- JP (R EOUAL TO OR GREATER THAN 25'> fR LFSS THAN 15'1 BEGINNING BEWNNrNG GUTTER I IN- NOTE; OIMENSIONS ARE AT BACK OF CL B OF CURB OF CURB SLOPE = Yef RADIUS L ANUI No R AAi' RAolus 4_ -- LFVFI x A SECT"ION A-A I A lEvEl PLANE I TM OF CURB 1 FLARED RAMP FLARED VARIES FLARED RAID FLARED )' ( - SIDE IWT SIDE , TOP OT C:'AB -�~- SIDE n 1 ,I DE I -LAYDORN lArDOTIN .Aroow CLNB J/ CURB -1OP OF CURB CURB � SECTION C-r- GUTTER LINE / NOTE[ DISSENSIONS ARE AT BACK Or CURB SECTION B-B NEW CONSTRUCIIQN: IR EOUAL 10 OR GREATER THAN 151. ` BUT LESS THAN 26'1� 110TE% SINGLE DIAGONAL PUBLIC SIDEMIA tUN9 RAIDS SERVING TKO STREET I- CROSSING DIRECIIDNS ARE NOT PERIJTTEO IN 04111 C04STRUC110N. c� 1 RF�Q�If2EMENTS FOR ALTERATIONS TO EXISTING FACItITIU� r m - SLOPE n K 11 I E DESIRABLE "Dim Or 1HE CURB RAMP [011ENSIDN 11'A110YEI A. THE MAXIWJU FLARED SIDE SLOPE 15 II ID_ LANDING ►+— RAW _ OHERE K IS S A rEEr. THE MINIMUMWID7N IS l fEEt_X LEVEL PLANL I"% Dc51RA8LE CURB RAID SLOPE IS U 12 OR aLATTER, THE 5, TrE MAXIIANI CROSS SLOPE OF THE SIDEW SH ALK ALL BE I.50 [2y>. — — — I 2. r - - T MAXIMUM CURB RAM? SLOPE IS 11 IQ, PROVIDED THE RISE IDIII'LNSION "v' 6. 7HE SURFACE OF THE PUBLIC SIDEWALK RAMP SHALL CONTRAST - - - -- --- A6OVE1 IS 6 INCHES OR LESS. VISUALLY 11117H THE ADJOINING PUBLIC SIDEKALK SURFACES. THIS CA.V 6Ga E-05 BE OBTAINED BY USE OF COLORED CONCRETE. PATTERNING THE CONCRETE AvOow" CUR 1. THE DESIRABLE LANDING L£NCTN IS • FEEL THE MNiWUM LANDING SURFACE, OR OTHER ADPROVED IEfHDOS, SECTION C-C I_L SIC IH IS s FEET. DIAGONAL PUBLIC NOTE] IF EX-STING RIF,HT-OF•IIAY OR OTHER OBSTRUCTIONS REDUCE T. WERE EXISTING SI-E DEVELOPMENT CONDITIONS PROHI&T THE STRICT THE LANDING LENGTH 10 LESS THAN A FEET. THE MAXIMUM ANU FULL COMPLIANCE OF ALL "A CRITERIA. ALTERATION IIDRK SHALL SIDEWALK CURB RAMPS PUBLIC FLARED SIDE SLOPE SHALL BE It 12. PROVIDE ACCESSIBILITY TO THE MAXIWM EXTENT FEASIBLE, I i STATE PROJECT NUMBER SHEET NO. MONTANA STPU 1282131 16 N. 7TH AVENUE WIDENING NO SCALE t4 END 23r1 TAPER AT EX. E.0,P, MATCH EX. MEDIAN s E 360' L T. OF OAK a ` 360' Ll. OF OAK • 4. N I 1��11111 SURFACING SECTION III {lI� FOR WIDENING I 11111I{I 13 IIy 1 � I I� jll � END CURB,BEGIN 231L E.0_.P. TAPIR I 1 II I II Y22.5 L f. OF OAK 0 1 111)11 11 11111Y1 I I II 1111 11 �tl III I I� 1 II 1II 0.5' PLANT MIX SURFACING O SAWCUT A MATCH EX. PVMT. BEGIN MEDIAN TAPER 222.9' LT. 0C OAK e 1,0' CR. BASE COURSE 11 I II� II I 11 III I II� 11 1 4.0' - 1 3.5' � II II I II ill I I REPLACE CURB OPENING* 11 'll I ', II III U >11 II 11 III 1 �II1 I BEGIN 4' WIDENING BEGIN CURB i II II 80.5 LT. OF OAK a I�i Itl I 1 •I��Y ___ BEGIN MEDIAN NOSE 75' LT. OF OAK 0 9.0' a &REPLACE CURB AND GUTTER ALONG SIDES DF APPROACH, INCIUDWC CURB LAYDOANS FOR SIDEWALK 4' FROM BACK OF a NEW CURB ON N, 7i0, MATCH EX. CURBS AND PAVEMENT. I ,I STATE I PROJECT NUMBER SiKET W. MONTANA I STPU 1252(3) 17 TEMPORARY CONNECTION TO EXISTING OAK NO SCALE �1, 1 II III i 4 = == =��� SAWCUf A MATCH ==—_=== C �,EX. PVMT. L--� i"�� SAWCUT MATCH E%. Pvwl, S 84*06*40" E - � O CL ` R co ccLD O tKt�� � < O W W p 2 V o o to r O'7 r> O u W ti U z o Z �1 .d O Z U < N W YfW OZ Ifl �I N U Y Y 1 1�1 N — Z Z = Z YIU �u v i 6 i `r O*p In m V1 Cf 1Aj YI viW j DOTE: SURFACING FOR THE CONNECTION IS THE SAFE AS THE REST OF THE PROJECT (MINUS SPECIAL BORROW), t MATCH _K. CURB LT„ MATCH GUTTER LINE TO EX. PVMT. RT. I 4404,5TRUC1 UNAINA" TRENCH AQvUST SA4. MANHOLE IN PLACE STATE PROJECT hUYflFR SNEET N0, O 5+00 11000 too 3409 46' RT. I f MONTANA STPU 120213) 19 5+00 15#00 Lf� 1).04 A6' Ri. O WI 9.`� IS�00 •_e W Lf1 Cc, 'I.,. z d W �N r Imh ,� I W (Z] {II W =r V F f� .W rN aI O W- la<• �V,g W •7 W 2 O'S O NW I •' i ink m N O D N a,lv „�i W J/0 F-W W W I( I -C�1 �I -,Vm O •H Q �N Z �� . 1i O Wa .� O V yI cI j - m Of 1.O in r. O o f• F:•I'Y FI - - ~ON NwNi n h,..••. n jr I IAl- I. ECi10N LINE'I n �� --►�_ �_� �j r �-l.•`�t,.� II II ; 76 137 � ., --� .... 7•-I•. .. +--}--�-�i-..�,..a._�—��•-•►--a�-.l��'{-7.•tu-��-} s- a_-►--•�_->•..�.._.�_�..r._a-i-- ••.�;__.rs...t..-�--}r•�"�� : ."�� ----- �z.. 1 � - -_ _ _ _ _ •___ ......_ - i.-1..... ........__.-„ .. lam. _ � -�... I ��- _+_-+..�._�».t_,.��4_�_.,.�-__ _-r, } X- ESNi, d EX. ESNT. r 4 I I N F I II I I LLWUT&.MATCH I o 1 + I d 1 I J LaQ C __ n ^Iw A I N AL J W a�W 4 f a n J 5TA ) + a " aW G at 9"u 2 fl = NKWIC " c T u Z O.Z W U C z ft 55. 85 ► Z Z 8q a u w 2 �vlfu < a a BEGIN STPU 12102 (3 ) �. ` �¢ :I;m-; a z J cc ���III N W L W IJI.I �V>p NVpT N:-VV O 0 2W UW -NtS ZW 2 �. 3 n• S Z O w- O > Nd� �W ♦{OW •Z fa 1 .DmO O O O .� O. O Oca n O- Is ........ ...____ ., ....... ...._.. •, ....... .. _ •. -2 qua --a -2cc -a¢ Nua Ni ci'•' - .......................... . - -- ._ -- ........ - ------ .. ....... ........... ....... . - -_...__ .. .. .. ..__... —Z..... .. ._ .�•. _ ....... T b a TO 11#65.et D CON C I 4:. 180Q PU9(rC�APP. LL-- 9PWATf ROAD N I J1 80.5 1�160 FL 9K R7: PtF@!1C APP. RT.- .. .............. _. „ - 91• tOP - PVB&LPC-AFP: !T. .. _ .. __... J� T.OP 2 ....... ...... „ 4800 LRAO�f tr�?ORA9N L ti -- • • - _ - •. ... .._ _ .1......._..1.... ----- .. .�. • _ .. .. .. --- .. .. .. - ' -t47 .1. : r : t --- - _- - - - ------ - --- - - - ------- - - - TO:E4040 �. .;... j. . : G Q�fo;GRAIN ff, --- —--- ;..• .. .. ....... .......... .. . _. ......_ .;....; .. .. .. .. ' ;_...;.....;.......... ,;478 !77T YQ/ ♦�0 ..._...___.1.................... • ___ __. _. _....... ........ ~ - - - - - ..._ .. .. . . .. .. ...._.. .. ......._ i 4770 V - ................... _ ....... 4760 = to.soon :200,vc - .. _ ... �50, i . -r. i6ax i - .............. i.. .. ; 3 f• ._ - .. .. +o.g�zz' 4750 i•• y....s.. ..... . . ... .}... i... .f.... ......... ,........ �►....•o- -•• .:... :4740 ----- .c o a �.. ,.....}. �... �.. .. . ;......__ ....... .i...... . .. . .......-; .. i4730 .... ....... .. .. . .. - __-. -.......... .---.......................... :4720 -- = ....................__....-........._.... I i CONSIKUC( DRAINAGE TRENCH A04U51 SAN. MANHOLE W PLACE STATE I PROJECT NUMBER SNEEi NO. 1T400 25.09 15151 46' RT. MCN7ANA 5TPU 1202131 19 19•00 27.00 C 19.5 46' RT. 1 Ln II.00 25100 {� 72r95 46' RT. j (V 25 00 y A z *I i alb W M W U O < d < J n m N .n W «o• p .� 1 o 12S Rt pSE o Wyr ry Y F� t7 3 2 ^✓1_� W�yNj 1 1 5iI La 2W miW <I=^�? ♦W 1 W n I1 1 N W•- O =I�00 �C mAc O r N V 2 o 0 m ==11 +00 IO Z 3Q G I T N U S:CT,1T 1 O D f N S go 0 C N Mon j•_ ♦ = I U � q N d � *O {4 N W nn I W Q I I II a gl' I II 11 II 5 09-04 AB'[ 11 Y o I II} -.r *069-Ora0'E t II - sI ' 1 �1 s II - -SECTION- IE 'I-r'I s--+nr^►..+-•-+-►->..+:-�J-�_r-t + w �^ =-�' - - - -~->_+���-T•- ' _#. s-•�..r- ♦ _ _1 S 69'0�18' / �tiM� u vPi 7 + J Cr + :. s.M �.. :.. �_ - - � + I I I '� I t �,_ m I O o N AN p mr 0 1 - n O Z •W T. I Z NW r02AlV7 J ccW A. K 2 n 8 WO W¢ I N �O C J UP d Z a 7 N in a W O Y W On O W Or d b�va ¢ q.n N Gn Nlowl I N�r1 A n 4 M M Imu Jl N U Q Q 0, n Io a Noa d d` 11 < h V ¢a �b < 2 < — 0 I m m.mW m- Y I r.a Na wW O•Q, IOW mWJ OW,y.d mW W.La Z N Z N Y a. N Zn N Z N Z ���.....................»........ .................u.................... ._ ....... -- .. __ ....... ........ .................. .. ................ _ J9/B2 19182 24126 26/*? 28f87.7 2BiBl.7 ' PAfVAFE XPP. LT. )oANATE RPP. RT, s----- -PAVAT{ APP.--Al. - JOlNT USE PRJVAl:E•:AM;-R7.: PUBtlC APA: GT: PU8lfC APP:-f7J...... P*' 70P 30' TOP JO' t0P 115' TOP 34, T.OP 34' TOP a�tOv .. .. .. - .. .. .. .. .. . ...... :4840 ... . .�...... ... ....;- -- ._. yy ��pp YY SS t D' _ .. .. .. ................... ERADE tO:ORAIN t T: 29__OQ 3D 00 I) o'oRAlx[t; Iry� .. .. .. _ .. ...........I•....1... . .1. . .y... '�... �'7�J' -90 �... ...................' . .. ...... •. .}... .. .. .._.._ -i_....a.. .I..• .1. .{.. .t.. .t 0.15o To:zs+59 ------ Atf AAD f' 0•DRA/N?f/, _ G Q� 4780`: .._.... ....... ` . .. .. .. ....... ` ................ j... {.......... •�.�@O .. ..........p... .�.(. .y.....•,. .........}... ... .j... ...♦:. __- .j. .i. .{.. .{_. .j. .<•• .r. .i• .y. .;.. • • . - ' F 8•b .. 4770 cs h .. .. ...... .. .. ........... .. �. 4770: _ _. .... .......... .. ...• .. .. ...y..• ... .. .. •. . .. ...r �• A....• OY 4160: .............. .. .. .. _ 60 .. .. '4... E •-70.I lox .. .. .. .. SIPX: t. .I...... :... .. .. .:...._:.... .................................. _..._ : s!� 50 . ....... . .. r U :300'VC a - -• " -- S TR!7 .I..........i... .. .. ...i.... .. ...........{......... .y... •i-.. .;... .j... .i.... .�..... _ .;... .. .j... ...i... .y.....,.. ...{...... t... i... j. .j. .........{. . .�. . .�... .y... ..-j. ........< {.... {.. �. j. j. ..}. .t.. .y , -�73U ....... .:.....:.. ....... ...... �.... - ... ,.. ... .. .... •.. •• .......�, ....... .. .;.. .;. . 20 47?0 .. .... _. .. .. .. .. .. .. .................................. :� Tr0 . ..........,......_...................................._..................... .......47! UTILITY CR06SINC5 UTILITY CR0*31"GS STATE PROJECT NUMBER 34.36 U.C. CATV X-ING e - DEPTH UNKNOWN 39•T9 U.G. GAS X-ING a DEPTH UNKNOMLN PRIVATE CURB OPENINGS RIGHT PRIVATE CURB D°ENINGS LEFT S/+ET /:C. 37+92 U.G. CATV X•ING o - DEPTH UNKNOWN 40+03 U.G. TEL X-ING o DEPTH UNKNOWN J6+B5 12' 39+33 24' jIM1 MONTANA ST?U 120213J 2G 31.92 U.C. PWR X-ING e - DEPTH UNKNOWN In 11♦10 U_C. GAS X-INC a DEPTH UNKNOWN 37465 21' 0 40+02 ?1' Wp P'] 37.92 U.C. TEL % ING a DEPTH UNKNOWN W j 42+92 U C. TEL X ING e - DEPTH UNxNOMN 39•i5.6 24' 41+66, 110' LT. 26' 111 WHEELCHAIR RAMP 39.68 U.C. PWR %-ING e - DEPTH UNKNOWN m� m 42.95 U.G. TEL X-ING a DEPTH LINK NOW4 41+73, 130' RT. 30' �T IRESET FROW 41. t, 1131 LT. In 39•T2 O.H. PWR %-ING e - CL. UNKNOWN 43+00 U.G. GAS X-ING a DEPTH UNANOMN (RESET FROM 41+73, 235' RT.1 �� 41+50 IIxO' z I 11+53.6 Lt. 41+54, 1 RT. Q 39.13 U.G• TEL X-ING o DEPTH UNKNOWN at - 41+36 11 G_ GAS %-ING a DEPTH UhstNOWN 43+62 110' 44 -t � II 4' o w� 41+62.3 Q. 41#68,3 Rl, w o i r f i s,, 14.36 0.N PWR It IhG a CL..15'-6' 14+21 24' 4 d t' ¢ 42+52.7 LT. 42+70.9 LT CONSTRUCT DRAINAGE TRENCH o m clm5 w ao I Yi nQ c _ �W �1 > D i u« �g 47+67.6 LT. 42+77.9 RT. I olll 31+DO 35+00 n�� ,t •d ti vlu �•v,p cult i''Mbppp n 33+00 0�'^ + z ♦ t.l� _ �� sc►a.Jlrs a YJi_ # =fI 0 4 o zaW � .,on . u- n¢ ^ Z� `A 1+1 1 zlFln Isc�//I11 �— 174.so* LT.T 1 U- O 2r Nil• •1 W V 1A¢il ��O Or-fl O WV ail*IT•M Ov•p♦ u : : I I ^ O NW u�Z ! 30450 END 'i o li oo oa•S.wr ld - I881 0' T• I INyrr+Zall( I 4 -O y,V pN' _ 'R II It �/flE:a,W.ilAN55 rc,m. Wx Ir nw 1 I II L—J 1 I II 11 m slelwr to; \` �• .1• . .�� ..�\ I War=a-= ccocoo�sr�rs= .to ;•cc .l SAWCU7 I u I i S 89.06'40-E _ o « si• �a•_S sev .. - s r[r le sAr. I �''r - ► A SECTION LINE \ i L ` _ _- -- t - SAWCUT " 4 [ - - S B9'06'40'E--�-tt� rzs �•r r r r r r rx>c c o s .r•.r =_ _-___-= s ��.s:e r —T_ ' � •� yl— -4 - �` .� .. �N -_. _- —a«—`4-N ( Tfr-y BB_5D' RT. �! , + # 1 jti - o a EX. ESUT. c" - f t ((seS�1 }I 1 t19.50' FIT. 1 `1S V } Ili II ui c mj7 av cm �m� w mIu aml-, ow is l� /1 °� s]# Wm 4 Q z J �IW b.: pZ Z r••+ R dJ ti = N ¢ BIZ �� I •i r.� U { t J ��� I 440 4 O�� W W _ + 7t yl W Q ,p ♦, N Q' r x N` % I I I I IO,SU' RT, 1 O N • G S J J Ntt W N a O �, W n b Qa 02 dW . 1• OZ A. a n L _MfICI O Wa' O Wd' N T '1 W_ ✓11U U J ¢Y W STA 42+58. 52 8 W [t ¢O ry A ap O O Ifl f HQ ~ lL cc n '�WQ 4c �J d a 3r— u „�N ^on r � r zF m_r aM� d� I I� I I BEGIN CONNECTION W J ail~ ;a n W W 'cc "fix mWamm ,a., . STA 4 1+72. 80 I I STA 47+04. 00 rl eo o =W woe «o NOtEI [ARE SHOULD BE «Yw ztor h _w = wit f T au•- �p m z .nm0 a o tc m °.,' i TA4EN WHEN EXCAVATING om7 o^u� END ST�U 202�3 1 JI I ENp CONNECTION aW .■ a +gs a. st RIGHT OF 354002 - POSSIBLE •¢ •a' a •3z +(Y2 .al- .sz+i NWY �W -WW� -WO ->W -WWI -WO N7W NWW¢ N O nzln nz nz vc¢ �ZVIW wzu ABANOONED SEPTIC DRAIN PIPE rucr �z,nu azu �ucc VZLACJ of to ....... ...................... ....... .. - ------ - .. ....... ................................ ..... - t30+25 : 94100 SIs6►. IA clln _ -- .....................................................- --- :PAWArE-APP. 4 r : i j - i W7IGEIK N.1�H LAVE 8T :4' :Y4' TOP PVt1VA/f APPI !T PtJ81tIC APP R], o' �i77Q: ,. 24' TOP 34' TOP m :TO 360, 1T. - c r ---------------- 0 q , �t00 T •1s190 � _ - AdE i'S;GRAIN 1T: Js! .0 97G0• - BEGAN uRa ! -_ sm.rx£ao axrcl� ;........ .. t �{_'..6�.t�..-..... �9P.'.!!f:. ....... Ex.•t cc -- - - - - _. ;r ior :3s� oCr. , s a i c BAAK Pfl'OTECrt�Ai sxvAt � rcn Iwt vRe 0� AV M kT T o o a EDGE P E E O .t, . - . . .......... ..... Ol >.,St Qr;�G vj n ' o�i . in In v giro: ,.. .. C.YTIpJ F .. .. .....__ .. Iv........ �. r.ul 0. O:b i ' :477G a- e DIY 1�......,+:�- .. .... Q 400. vc - - -J.�13X - :�+ -SPLYFF i0 YATCN; ... 476, - .. - 60 45-431X .. 0.352X Ex. PVA?. i soo�.y�. ....... ..._._ .. _ �o. .et,sAwcLP... .... `�T.. 4/JrQ:. . .. —. -0.4f9X_ _ �w o e a N .--,-�- .. . .. .. ....... ....•. .. ... ......... ...... ....... .. 47 IZ - _•_ - ,.. .•. D.N • - •O•�O It1 •O Il........ �. .. .-_. Ln: _ O hOb _ �11 1_r NlinO rOA.�i, ... ,. .... .v Ifl....... .. . ♦ w - .... .. .. .. O h .I. .. . h y� r3.4SIx n 9CGpl C6'R8 R;. - !•t98X - -- - -- 1 i _.SPLINE+XO-UATCH: __.._ 97,0 L.!. 61.33 y G. TO EX. .......... }......,, .... .. ........ ............. ...... :4760 300_'_..G;.. ;..... j.. .. . �•PQDX ,+ J'vXG_.F� .SN1Cut,. .... :Iv+¢, f l _ X�PATO EtTN7Al �.. - 47`J w• _ �A ....Qc........... ._ ......,, .. „ „ faE or �Aver,rA'r " Aso' •c In _ I- - - _.. I--- - T - -3' - __-.. -._ __. - - - I •_____ .. w'H r, ........................• -. r • _ O', O� .. ._.. 4740 .................. ............................................,.. .... ... _ ..__ r tijyci i hci t'' n ... ........._.......................................... ------.._._........ r......................,......................_..................T.4! �w ,..,...`ft!jQ 5T�'! P40.E�' NL119EA SUMMARY SIGNING & DELINEATION QUANTITIES MATERIAL TOTAL UNIT SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING (1) 10. 0 SO. FOOT SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING (111) 240. 2 SO. FOOT INDEX SIGNS-ALLIMNUM SHEET rNCREMENT SO. FOOT OVERLAY-SHEET ALUMNU.V SO. FOOT POSTS-STEEL V _ POUNDS POSTS-M='AL 'U" DELINEATOR LINEAR FT. POLES-TREATED TlWaER-BARN-3-TOP 6 LINEAR FT. POLES-TREATED TiMBER-BARN-410P 0 LINEAR FT. POLES-TREATED TIMBER-BARN-Slop 4 LINEAR FT. POLES-TREATED TIMBER-BARN-6"TOP 0 _ LINEAR FT. POLES-TREATED TIMBER-CLASS 4 LINEAR FT. POLES-TREATED TIMBER-CLASS 3 LINEAR FT-- POSTS-TUBULAR STEEL-SQUARE-PERFORATED 804 POUNDS POSTS-STRUCTURAL STEEL POUNDS OVERHEAD STRUCTURE-lk AL-CANTILEVER _ 2 EACH OVERHEAD STRUCTURE-VETAL-BRIDGE LUMP SUM OVERHEAD VOLINTING BRACKETS-METAL LUMP SUM GUIDE POSTS EACH HIGHWAY TRAFFIC STRIPING-WHITE GAL. tS 1 HIGHWAY TRAFFIC STRIPING-YELLOW GAL, IS I WORDS & SYMBOLS DELINEATOR-DESIGN A EACH DELINEATOR-DESIGN B EACH DELINEATOR-DESIGN C EACH DELINEATOR-DESIGN D EACH DELINP TGR-DESIGN E EACH DELINEATOR-DESIGN-F _ EACH DELINEATOR-DESIGN G _ EACH DELINEATOR-DESIGN H EACH REMOVE SIGNS-GUIDE EACH RESET SIGNS-GUIDE EACH IASCELLANEOUS WORK _ LUMP SUM BARRICADE-TYPE 111 _ _ _ 120 LINEAR =T. REMOVE SIGNS _ _ 3 EACH RESET SIGNS EACH tfft 8Y TRAFFIC.MY usW.B'r n�Tr ffffwrtu� nr sa.urx a is�tc�c&nowf I 3TA°C P40.F0 ' /N1dFR 51FFT 4; t• N 1 N .• ♦ In yl t, u N � � �1 S m r e♦ S• a • r + ? �.i F a 1 t �l i W. WNTAhA 31t'V '20:f3> 3 2 U� .y .. y n r el 3 d1 r 7�. �e• �n r Y:• �` W 'd'1. V 0 e. H- W t. V' CI u• W '' 3 T '- 1 $ • IC •p o-I t W a+ Y V + Q" b u '�� fi[W c�< n v y+ 'ytl e• C yM K p W IA i t_ W In <I,,• 1¢Wy ' i yV�P C ct 1L' -� W -V y W <• -� ILV -� i- `�■ y V mQ d� O� G W �C, A v d� G,p •!s S D Z tt ti 22 2Z ZZ 1� Z 2 �! '1z � j OIQ� u, r•'- st O~ �C OF � 6 N 1 DN � 6'' gV�I = '� _~ � O� z z cc ¢ yy 1. 1 �[ 4 _ ¢ S O 1 F C¢ =� C O ► f ///�'' •� ��V �� �Z �� a= 001 O� �N OZ 4" � ♦��G. � 21 J1N ��7•IL �f` Z Ah Z�l z 2 ?N 14—4—� •� 1 J i .bstb J -sod o j. t 11 ••.� I ' �V2 f'aay i;, J��1 N - r N` 1 n ¢ �(�' 1a1 ✓ � 1-011 � _ '< mo o H H N m _ y� � � 2bi ���jf(� Ir. O 4 V O T m -- �l N O >7 r-W V 4 m<p y�♦`�' 1 t "V 1� h e0 ' M e. Il t. .�I 2 1% � b, to O a i O C O o U O v �•1 .n cl ll MI it p• �A•tl fl M7 n Y� N Z f•'U 2 J NQ_N 1-M u 7�" �O _<� /�3 d r� '- I � I e i0 V t0 M` ul O ♦A r r ti M I� ♦+1 ? V7 Z� W y�U' � 1WN- :K t�l � C I 1.1�J'� �lrA. C _O G N u O r. ♦ ♦ . 1 I •1 S2 �� 4am�2 Jim t• �O --5, yJ J r+II F Y1 _•1 i- M i1 ' n Al '�j♦ _O' - �V O O C/ N _ M K O La 1. J31 b ads I ��- S t., o (p7 � LU NM ti N y/ ♦ _ -I . r V W 1- • F 1 p 7 J C:� _ of •ti•�J 'Jf �1 L F 4't 11'�' C Or, ; O I b 1f4 Y1 : G 1 Y Y A N �'p O V v Y JI N 6 N 2 3 V W c f J- QT IJC �•,'� r� of � n o �� o c 4 v o L• _ UD � i. % '^ ]c a . R % n M� ly -- h _ .�•. �I _ � 0. - • N _� f•1 �• .' N -+ N -.♦ �. M1 � - N v tD �r N '�f m 3 � <f W ~ -' � 'c � m { .� o♦ b •+ � - w s � n>< � . -�r _ ^>t « ,• x x• w n K . % R ._% n .i ,1 . R 4 . y�1 cL IJ�\. '�1 f. O < m 9 O H H 1� t. h L ♦1 ^ N O i. r • T hi �t `C • n S C♦ N ♦ ~ r 01 Y f1n nn O I n S y� C 2 R � ~ AI G � 1 - 1 1 � 1 1 C •0 If � f., O � _ �~ y �l- ��ri to a � _ � s 1 tl • e�. � �� � o� s a�1 as m� = a s � n � w.�` �%�! z e � �- v �� 1- `L •If ¢ �j C ¢ C Y C ¢C �Y 2 P � �' t yf�, O _ � � � s o p0, ._�j _� m O e 2 t M1 v z n� C C 2 ¢� c i 0~•. ff: ' _ � Y y O1 r -I I m � I - � n � � °• i � e Ip O � �_ t u w a � iyi p � � 10y ; _ T J, •~ CI N H w • I T M1 ry (� ' n Q Ir ' 1 Y < a 0 — u I STA, 6.40 L 6.57 ` STAT_ 1R-:JCCT t.dll_E? SWFI NI WI-7 STA. r4451 & 14+68 NONTAKA STPU 1202f31 5.3 B It, BARRICACE WI-1 NCW MEN BARRICADE rr 1 � — f II u [ a z u d � w I r 1�„ J STA, 1.70.Lf. USE AS IS STA. 2+10,LT, ttE Afw 0 — 10 R7-80 STA. 3/42,L f. a, KI �� LTNEW :, RJ-9CL!7 I r O z z ;= IwW vl NF Ww y vW =�jp „ STA• r4+00.Lt. 1 � wmW .l.l 2 mU NEw9 MO N 'r OAK ST /• K ♦ I I ♦ •~ Yfi k= ZZ�� .— 1 R/W _ "r t -- of It poliff INTI OAR STREET ————— It -t'-o• WTE FAW�. l s R A/W / /W � \ �� Itff-VAMP I L�F tr_ Rlat7.11tfl[ I f T r� STA. Qt50.Rr. 1 AZT - -- - - --- -- —�IULC!lltt� _ji I 1 15 ri0 C� 2 RJ-9D lz ITs2 T �a NEW z �ns�.A•w�lf z � OAK ST fff��"' STA. 3142.RT d I RJ•9c STOP STA. 12+0f.RT, 1 NEW A I-1 NEW ` 14) D-7 NEW Jy� H .1w ftQJW � J W FE F r rI5 N :- j ZW m (y STA. 29+00.l T. rr ` 2r O RJ-9b Z ^, i M STA. 26+72 & 29+06 , NEW W`r ' M. in 5•I'1 BARRICADE .�•� `- r/�\1II NEW u � u I r� az� (IFf N� - INO AL R1N \ - - - - - - -- - ---1 ----- -- - -- -- r-- -A•rMR/YYT �- • . - ----- - ------- ------ A Ir STREET OAK f w*t Pwlrt -——--— ---- A•IMIL PUYt —_ --- _ ———--— Ir— — -"A- �.•«rE►A,YI Jam. - - ---- - - --- - - ----LAB - -- ----- ----- - ------ --- -------- --- -----�---- - Jt. Y.n lu.1 RJV I I C, �� I I / STA' 29+5O.RT. STPU 1202(3) W rE_Lmt r.4znc NEW R3-9b NOTE, PAVEMENT MARKINGS SHALL BE �. Ing THERMOPLASTIC AID HOT EXTRUDED HYDROCARBONQom_ OAK STREET C4'`rFll Orf PI ASTI[ 16'Irrpr o'tr1'/I WORDS IL SYMBOLS SHALL BE WHITE PLAST C. 11'PLAS11C MEDIAN STRIMNG 1 DETAIL LINES SNAIL BE WHITE STA. 2B+SB • 28+a2 GALLATIN COUNTY PAMNT, NE*I 9ARRICADE 0 SIGNING & - PAVEMENT MARKINGS ' L ifflDAfEf11 .,k SiNIfYLK/QMCNEYI ��L d.l h I =J^J I I 11 30 f I I x °TA'_ PRO�C' y1q�:_ _.cat ' i s I I MONTANA STPU 120213) S-4 a a RJ•SR R3-5 R Li R3-5L a I I I aIl I SEE THIS SNEE1 ¢ f` NEW NEW NEW NEW S _ FOR N. TTN PAVEMENT Iq MARKWG DETAI-S J w AlNO M"OATNO A)NO 4A �I n 41. r r J` ' 5TA 41f48 Lr _�NEW `'I - STA. 4,+65 Guos =1 W " !I I p�[ . STA. 41442E.1 T. <I ' s 225-00' LT. W rJ ,� 1 1' z' ~I (OVERHEAD I ■ �'^v n 4 ( ' N`I pi a.l z z . Z Vu.l I NYo NEW w w, m m a = W Q ��� 1 y 1 VIZ = Lf) StA, 39-12. LT. 41 a = _, o�IE' ao I, I I I fr2 olrcr a R3-9� -a V o rKW no I^ I ti f ✓r m1= < M ry _ r.�r }y JI 1j STA. 42*59.LT. 4 M �'W NEW °1.1 + Ao • N '+n z a m ~ * .a NEW ti T,,• rI R On u1 > n rye 11 1 �j N O Vj w ',r i OAK ST $W v w Q$ I \ 71 -._1 N Raw _as sa---_ .An, nnl 'm.. _ i r s zsaasas - *1 = =fsf , 't N RAEII s 1 FY y OWE MASTIC y wj --- � -- ---- � .�Irr thi l(yulf � = rrySfACItrG�f � � �'�sxs ss I � R/W IC _- f•fNtt POW I M' P r IA v • r M•M'E PLSSTTr ae�•- _ I».1 — - U" 'ter Ntt Puet STREET I= 11 l P Nit P41R I 'ems►'— •x' ,ftF.I 1 P 1 ---- - - 41 ------- - - - ------ s•sreDty _ r . � I psast�as aossa�xasf�isso�oov—asses::� saaaTs sa.L. f'Nrt��__ i��7` le' 1-- -, mmic,nr.R/W fe I ►un*TNS Pans PMf�T,1.s.ptnq �` i M CLM,'ELLON a am rotor ffwPir fu,c wT R/W •«n rr.a:aiw TCL w + IP14T Ael W v ales e.,fs ¢ ae at f) ♦Q �; I —(,MT �. SIDE OF We STSCIT•Ii Low W W a IILOST, 1 Sf1rNIIG 0. IL rli 1I r1J �Q 1�{D?2 1�r♦ — $30 ,.,, I I Z¢ • ~ Oa If 11!2 use ID I I I I Mir►_ h, A _ U 01Y 1 N� � - "rl�f STA. 314SO.RT. s O J ��,`-, I H m= AVM 3V0 -¢ 'f' w~n m w n'�'Ic 'Sr I Ii m o W z e 7 0< NEW9d R A. 40400,RT. $t ��.j s.� I m a R6�IIRj3A67.RT. ,s"ilk 'iz o 1 + NEWBC G r �c 13 W REMOVEJN STA. 34/59 L 14+9T Z r N wW I 3 v,W el-1 WI Av I I, m NEW BARRICADE N � `'%� r IS �d0 � 3* G r�z r c=i ` In V1I STA 41462 RT I ( STA. lA5fo6.FIT, NEW STA 42�89 RT 01107 I I NEW REMOVE I i Dw03 NW a I 57A. s42+69.RT. ENO 23511 AND 10.811 EDGE LINE TAPERS MATCH EX. I"E LINES i I ` . R4-T -- I� yCq ExISTI KINK, ' I Y S I II I I RGNOVE I I� 1 r YtLtoW OL4sT1 II p I III 'I 1� V11.0W PLASTIC BEWw T .8/1 EDGE LINE TlLP�A 6.22' cR011 1 I ' Ili STA, 424,88 • BACK OF CURB 269 LT. OF OAK SI. • t —`. p Mn (s 251.33' RT. Is,TYP1 e'trYPT I �. 1 h IOVERNEADi K I L�IIIII• I ��rmONLY ONLY DETAIL A'PLASTIC MEDIAN STRIPING 11 END 8-WMWTE PLASTIC 222.5' LT. OF IIAR ST. • I Idul R3-;R R3-5 H3 5 H3-SL F,��,, 1 U�1E� II+�`1`1 I I NEW NEW NEW NEW rTs 111.0 •T. OF OAK ST. • N 11 1 j� 1 Ily If 1 I � 1 1 NOTE, THOSE CURBS 70 BE PAINTED AS INDICATED �r "THIN THESE PLANS SHALL RECEIVE PAINT ON THE TOP AND TRAFFIC SIDES OF THE CURB. �_ q < 6N le C BEGIN 4' W►IIE EDGE LINE 95' lT, OF OAK ST. a pp u f'50tm rELLEW+ NOTEt MEDIAN AND EDGE LINE TAPERS FROM A,SCAM ¢ K.1 I'UIfII 11(i I ! BEGIN MEDIAN NOSE STA. 43+39 10 STA. 46+04 ARE REFERENCED TO A'LOUD rELLOW BEGIN Z' B 11 WHITEPIA_ S11C os II,, I 1 I ,//75 LT. of OAK ST. O THE OAK STREET DESIGN a C1iI€I .T,ZT of o/�t St STPU 1202(3) STA. 42+52. END CROSSWALK NOTEr PAVEMENT MARKINGS SHALL BE DETAILB'PLASTIC YEOMAN STRIPING STA 41+62 BEGIN CROSSWALK * ' DF OAK ST. a INLAID NOT EXTRUDED HYDROCARBON OAK STREET 4Ts 65-P tT.-OT D ST. • �/ - TmERMOPLASTIC WORDS & SYMBOLS SHALL BE WHITE GALLATIN COUNTY PLASTIC, _NE IN. 1TM AVE. PAYEMEN7 MARKING OETAIII SHOULDER LINES SHALL BE WHITE SIGNING & -- P1UNI. - PAVEMENT MARKINGS _--- sa�aDATEraa •�Ic16+rffLL t rsMNsCIrAyAI 1 i MONTNJA. StPU 1292(3) 5-5 " 45'-6' MASI AXY REIAW£A!3j E CAP POL E SHAFT �A ONLY ONLY ONLY - ONLY � I �i Imo- 3 DEG SCH. <U F)P£ A 33 IDRCAA SHARP LOGES FQR WIRE PROTECT71V! ARM CONNECTION V c 4 2 O o w U N W u 3 POLL SHAFT--` I kAN'DLE 6 COYLR r BNEL FORNGRO!!A'G'NG I I ` I ANChUR A17t T MOTES A D A N♦U F OiE3 AIL I I cn !P'-0' r 1Q' G' I fr"-p' _!p_p• ER PRCTRUSIOA' OETAL S ALER HD E. !FFT TURN LANE DRNIML LANE DRIVING 14NE RIGHT TURN LANE 5• JD !%z" fl£LkllR£D �CONLRLTE F13l1NDAr,1�" � R!9` I a St CT = ARC NOR DOLT i %A' ITrN3 MOUNT ALL SIGNS LEVEL HORIZONTALLY ❑N THE MASTARM 19 �! PLAJE AS SHOWN AND CENTERED OVER THE APPROPRIATE DRIVING LANE. A 36 PLAlE Yi MOUNTING HARDWARE IS TO BE INCLUL?ED IN THE UNIT 810 PRICE FOR SIGNS, + = THE CONTRACTOR IS RESPONSIBLE FOR FOUNDATION DESIGN. SEE CONTRACTOR WILL DESIGN AND FURNISH ALL MOUNTING BRACKETS. SPECIAL PROVISIONS. BASE GE TAIL OVERHEAD CANTILEVER STRUCTURE-SIGNAL ANO FOUNDATION FOR PLACEMENT OF SICNS AT STATION 41+65 SHOP DRAWINGS WILL BE REOUIREO ACCORDING TO STANDARD SPECIFICATIONS, STRUCTURE WILL BE DESIGNED IN ACCORDANCE W4TH THE CURRENT AASHTO SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS. LUMINAIRES AND TRAFFIC SIGNALS AND ANY AMENDMENTS THERETO. DESIGN WIND VELOCITY SHALL BE 90 M.P.H. DESIGN AREA -- AREA W/RESPECT TO MAX. WINO LOAD IWINO IS PERFENDICULAA TO STRUCTURE, AS SHOWN) DESIGN WEIGHT = DEAD LOAD ANCHOR BOLTS WILL BE A449 OR EOUAI, TOP END SHALL BE GALVANIZED AND THREADED 12` MIN. STPU 1202(3) WELDING PROCEDURES, SYM90LS. BASE METAL SPECIFICATIONS ► GRACES OAK STREET MUST BE CALLED OUT PRIOR TO iABRICATION OR APPROVAL- POLES AND ARMS WILL BE GALVANIZED TO ASTM DESIGNATION I A123. GALLATIN COUNTY ACCESSORIES WILL BE GALVANI[ED TO ASTM DESIGNATION 1 A153. OVERHEAD CANTILEVER STRUCTURE (SIGNAL) STATION 41165 LT. as N,7wif1/1 v.:r'Tcviar gaeuit-Morviva h0 SC'AI -r,-r PROT=T NuNL9�R _�{FFT V'. MONT MIA STaU t2021 f> S 5 45'-6' MA57 ARM - �RfIKNEABCE CAP TOLE SHAFT — FE1Q1VfA8'`E CAP I w ONLY ONLY ONLY ONLY �I f+— S DEG _" SCK 40 PIPE A 53 (BREAK SHARP EDGES FOR 'NCRE PRgrECr,'00 ! ARIA CONNECTION a I � I K 4 j O + O 4! c { N x k(-ATJA'AY i 5-15" MIA'. ✓DLE SNAfl� HA410LE JG CO.'ER t Z' NfYEL NUT MGVG 1 FOR Gk0UN0lMNG AfDTF- A HANDA LE DETAIL in ANCHOR BULT AND A NUT HOLDER �i.— — !2 p' v PAD1 RlI S7DN DETAIL SHALL BE 0' 5' TO 7!%z' R[OVIRF.D L£r TUAN LAME DAN/NG LANE LRN/yp LANF RA;r, TYPE IAA'E N PJ 151 f CDULk£7E fOUNDAr10� R �9'- a SLOT = AMC40* BOLT 1 'f MOUNT ALL SIGNS LEVEL HORIZONTALLY ON THE MASTAAM \ AS SHOWN AND CENTERED OVER THE APPROPRIATE DRIVING LANE. A 36 PLATE 19. PL�Jr MOUNTING HARDWARE IS TO,fE INCLUDED IN THE UNIT BID PRICE FOR SIGNS. CONTRACTOR WILL DESIGN AND FURNISH All MOUNTING BRACKETS, 0 c THE CONTRACTOR IS RESPONSIBLE OVERHEAD CANTILEVER STRUCTURE-SIGNAL AND FOUNDATION FOR PLACEMENT FOR FOUNDATIDN DiSlGN. SEE BASE DETAIL OF SIGNS AT STATION 42+88 SPECIAL PROVISIONS. SHOP DRAWINGS WALL BE REQUIRED ACCDRDING TO STANDARD SPECIFICATIONS. STRUCTURE WILL BE DESIGNED IN ACCORDANCE WITH THE CURRENT AASHTO SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR 011CHWAY SIGNS, LUMNAIRES AND TRAFFIC SIGNALS AND ANY AAENOMENTS THERETO. DESIGN WIND VELOC17Y SHALL BE 90 M.P.H. DESIGN AREA : AREA W/RESPECT TO MAX. WIND LOAD IMTND IS PERPENDICULAR TO STRUCTURE, AS SHOWNI DESIGN WEIGHT - DEAD LOAD ANCHOR BOLTS WILL BE A449 OA EOUAL. TCP END SHALL BE GALVANIZED AND THREADED 12" MIN. WELDING PROCEDURES. SYMBOLS. BASE METAL SPECIFICATIONS 6 GRADES STPU 1202(3) MUST BE CALLED OUT PRIOR TO FABRICATION OR APPROVAL. OAK STREET POLES AND ARMS WILL BE GALVANIZED TO ASTM DESIGNATION tAI23. GALLATIN COUNTY ACCESSORIES MILL BE GALVANIZED TO ASTM DESIGNATION iA15]. OVERHEAD CANTILEVER STRUCTURE (SIGNAL) _E� I STATION 42 + 88 RT. iu�MrEe�t NO SCALE .v-suur�/trEf�cK�reltt I i MOW ANA STPU 1202(3> 5-7 DIREC 1ION OF TRAVEL 9' 15 (T Y P (T Y P) fYEUQ# PL ST+C W14'SPACE YELLOW ti UR0 PAINT - -- =I - WNITE PLAS7 iC (YP) 20' 10 0 10 — �Q 50' (TYP) 10, I 4YELLOW PLAS'FC W/4SPACE 20' (30' WHEN APPROACHING (TYP I A STOP SIGN OR SIGNAL 1 C3 a TWO WAY LEFT TURN TYPICAL CURB MARKINGS PAVEMENT MARKINGS NO Sf ka z TYPICAL w - a _ SIGNP.I MASTARM CENTER D3 SIGN PANEL ON ---- —p=--_ C04M Of MASIARM. AA VARIES 1.0' OA ST D-3 SIGNS WOUNTE BALK 10 BACK ON POST. `N 1 7' !H AVE I'1 NOTE I I D3 STREET NAME SIGNS SHALL BE MOUNTED j STI LEVEL HORIZONTALLY ON THE M.ASTARM AS Z SHOWN. MOUNTING HARDWARE IS TO BE a SIGNAL POLE INCLUDED IN THE UNIT BID PRICE FOR SIGNS . o TII r U op \ II Z ICI SIGN PANEL a ti 0 L+QrE' 14 .OST FOR WOWING ROADWAY - --_ 11-3 SIMLI. SE A9`_nRB(1, -N OTNER B10 -1116 -- THE CCNTRAET, D3 OVERHEAD SIGN DETAIL 2.5" SQUARE -UBE NO SCALE f SIGN POST FRONT RT. SIDE STPU 1202(3) OAK STREET TYPICAL D-3 SIGN MOUNTING GALLATIN COUNTY BACK TO BACK ON SQUARE TUBE SIGN POST SIGNING & PAVEMENT MARKINGS E —ffffourtfif NO SCALE 11(ds c/Ilril Ff i�(C�rCIrlWff 1 STATE I PROJECT NUMBER PSIIECET N0MMA STI ) 1 BlD OUANTITY SUMMARY ! BID OUANTITY SUMMARY (CONTINUED) ITEM A0. DISCRIPIICN OUANTITY UNIT ITEM NO. DESCRIPTIC4 ! OUANTITY LNIT 616 185 000 FOUNDATION - CONCRETE ID.5 CU. YDS. 617 253 010 OVERHEAD GUY ASSEMBLY %IN. EEC-1 `.0 6f6 323 110 CONGLA' STEEL i IN. RI CID 25 UN. Ft. 617 253 01 l 7 STRAND DOUBLE GALVANIZED STEEL CABLE UN. FT. 616 323 1 14 CONDO T STEEL '-1/2 IA'� RIGID LIN. FT. 617 253 014 1 i /�' 7 STRAND DOUBLE GALVANIZED STEEL CABLE 1+4. FT. a $16 323 IZO CONDUIT STEEL 2 IN. RIGID 515 UN. FT. 617 2T3 040 L-GHTIAG BRACKET 4 FT. EACH 5i 616 323 214 CONDUIT STEEL 2-1/2 IN. RIGID 325 LIN. rT. 617 273 060) LIGHIING 6@ACKLT 6 FT. EACH �a 616 323 130 CONDUIt STEEL 3 IN. RIGID 10 UN. FT. 617 213 100 UGNTING BRACKET 10 FT. EACH 616 343 910 CONDUIT Pl.ASiIL 1 14. LIN. FT. SIT 273 120 LIGHT1kG BRACKET 12 FT. _ EACH 616 343 410 CONOUIt PLASTIC I IN. CONC, ENCASED LIN. FT. I 616 343 914 CONOJIT PLASTIC 1-1/2 IN. LIN. FT. 617 303 140 LUMAAIRE ASSEMBLY - 40OW MERC. VAPOR EACH 616 343 420 CONDUIT PLAS116 2 IN. CONC. ENCASED LIN. FT. 617 303 195 -UMNAIRE ASSEMBLY IOOOW k4RC. VAPOR EACH 616 723 001 PULL BOX METAL TYPE I EACH 647 303 240 LUMNAiRE ASSEMBLY 400W SODIUW VAPOR EACH 61S 783 C01 PUL_ BOX CONCRETE TYPE I EACH 617 303 225 _UMNAIRE ASSEMBLY 25OW SODIUM VAPOR EACH 616 163 002 PULL BOX CONCRETE TYPE 2 2 EACH +LECIRICAL SERVICE ASSEMBLY 25 AMP EACH :LECIRICAL SERVICE ASSEMBLY - 20 AMP - REWYE EACH 617 073 514 CABLE COPPER 9AWG14 GOOV LESS LIN. FT. 6F7 333 120 ELECTRICAL SERVICE ASSEMBLY - 20 AMP EACH 617 073 614 CABLE COPPER 12ANC14 - 600V MESS LIN. FT. 6FT 331 150 ELECTRICAL SERVICE ASSEMBLY - 30 AMP EACH fill 033 IOb CABLE COPPER 2AWG6 - 600V LIN. FT. 6F7 333 lap ELECTRICAL SERVICE ASSEMBLY - 40 AMP EACH 617 033 FIO CABLE COPPER 2A&G10 6OOV LIN. ►T. 6FT 363 010 PHOTO - ELECTRIC CONTROL EACH 617 033 112 CABLE COPPER 2AWG12 600Y LIN. FT, 617 503 14D TRAFFIC SIGNAL 3 COLOR I WAY 8-8%B' W/5P EACH 617 033 114 CABLE COPPER 2ANGIA - 600V LIN. FT. 617 501 130 TRAFFIC SIGNAL 3 COLOR I WAY 12"-12"-12" W/BP 4 EACH EI 617 033 214 CABLE COPPER 3AWGIA - 600V LIN. FT. 617 523 121 TRAFFIC SIGNAL S COLOR I WAY 12"-12`-12'-12' K/BP 2 EACH O� 617 033 514 CABLE COPPER 9AFGIA - 600V LIN. FT, 617 553 010 PEDESTRIAN SIGNAL TYPE I _ EACH 21 617 033 614 CABLE COPPER 12AWD)4 - 600V LIN. FT, 617 553 020 PEDESTRIAN SIGNAL --YPE 2 8 EACH 617 033 814 CABLE COPPER 16AHG14 - 60DV _ LIN. FT, 617 573 06D ADVANCE FLASHING BACON EACH 617 S03 502 EMERGENCY PRE-EMPTION SHIELDED CABLE LIN. FT, 617 403 250 SIGN LIGHT MEERC. VAPOR 250W EACH 617 033 714 CABI-E COPPER 15A''#C14 - 600Y 36-S LIN. FT. 617 603 020 CONTROLLER TRAFFIC ACTUATED TYPE 2 EACH 617 123 402 CONDUCTOR COPPER AW4 2 600V LIN. FT, fill 603 021 CONTROLLER TRAFFIC ACTUATED TYPE 2A EACH fill 123 104 CONDUCTOR COPPER AN; 4 - 600V LIN. FT. 611 603 03D CONTROLLER TRAFFIC ACTUATED TYPE 3 EACH 617 123 106 CONDUCTOR COPPER AW; 6 6o0V LIN. FT. fill 603 031 CONTROLLER TRAFFIC ACTUATED TYPE 3A EACH 617 123 100 CONDUCTOR COPPER ALP: B - 600V 25 LIN. FT. 617 605 041 CONTROLLER TRAFFIC ACTUATED TYPE 4A EACH 61? 123 110 CONDUCTOR COPPER AWC 10 - 600V 410 LIN. FT. fill 605 OBI CONTROLLER TRAFFIC ACTUATED TYPE BA I EACH 617 123 604 CONDUCTOR ACSR AWC 4 - BARE LIN. FT. 617 623 263 CONTROLLER PRE-TIMED TYPE 26 EACH 617 303 001 FIXTURES FLUORESCENT I TUBE EACH 617 623 211 CONTROLLER PRE-TIMED TYPE 27 EACH 617 783 002 FIXTURES FLUORESCENT 2 TUBE EACH 617 163 101 DETECTOR LOOP (RECTANGULAR) 10 EACH 617 069 904 SIGNAL STANDARD TYPE 2-A-900-4 EACH fi-1 763 510 DETECTOR LOOP UNIT _ EACH fill 693 907 SIGNAL STANDARD TYPE 2-A-900-7 EACIs 617 763 601 1 OETECIOR LOOP SHIELDED CABLE. 2 AWG 14 1125 UN. FT. 617 693 900 SIC4AL STANDARD TYPE 2-A-900-8 4 EACH 617 303 250 PUSH BUTTON PEDESTRIAN 8 EACH 1 617 693 504 SIGNAL STANDARD TYPE 2•A-500-4 EACH+ fill S03 270 MODIFY PUSH BUTTON/PEDESTRIAN EACH 61T 183 051 STANDARD STEEL TYPE 10-A-5D0.1 EAU) 611 903 501 EMERGENCY PRE-EMPTION SYSTEM EACH 617 183 OS2 STANDARD STEEL TYPF 10-A-500-2 EACII 617 903 $00 FIRE PRL-EMPTICN SYSILM EACH t, 617 163 051 STANDARD STEEL TYPE 10-4-5DO-3 EACH 617 SOS SIO RAILROAD PRE-EMPTION EOUIPMENT _ EACH 617 183 DST STANDARD STEEL TYPE 10-A-500-7 EACH 619 010 410 PD-=S TREATED 7IMIBFR CLASS 4 _ LIN. FT. SIT 333 0001 SERVICE ASSEMBLV-MODIFY I EACH w L YI SIT T31 621 REMOVE & RESET EXISTING POLE EAC14 STPU 1202(3) n a 617 781 001 REMOVE & SALVAGE (CONTROLLER. POLES.GUY ANCHORS) I LUMP SUM O A K STREET 617 731 622 REMOVE & RESET EXISTING POLES I LUMP SUM) 617 183 030 REMOVE & RESET MSC. ITEMS !PULL BOX. SIGNAL HEADS) I LUMP SUM I� G A L LATI N COUNTY la SIGNED 617 233 040 CONTROLLER CABINET PEOESTAL TYPE D 1 EACH _ l� ELECTRICAL QUANTITIES 111AAAN 617 253 ODZ CUY A ANCHOR ASSEMBLY No- 2 EACH I SUMMARY rhEC<ED RFVISEv - • STALE FLR►11SHED M1At't MAST ARM SIGNAL REViSEO 14LVIsFD I i 3/4' PVC SCHEDULE 57ATE PROJELl NUMUER SHEET 110, 80 CONDUIT TO MLINT MIA ,IM(J 1102(3) E-2 JUNCTION BOX AT i CURB (SEE PLANS) A INSLVATED CLEVIS-7 / VOLT SERVICE c r • i VPE 'I' UNILET OR EQUAL / 11° WITH REMOVABLE COVER `WEATHER NEAP a g ENTRANCE F17TING NUMBER OF TU.NS AS NDTE—CEMENT CONDUIT IND•CATED ON PLANS A� NDUIT STRAP OR TOGETHER PER KNaNGIN(TYP STEFI MANUFACTURER'S e DIMENSION INSTRUCTIONS. - e0x AS INDICATED — ON PLANS 2" MAN. r SO' CLASSPOLE d TREA1l0 TIMBER V, 3/4' PVC SAND—�. ; CONDUI r W cc SCHEDULE I o 80PONDUIT V i u STEEL 2' CONDUIT 6' MAX. Z �n 3 OF NO_ 6 A11K, 0 o a oo o o =ob PAVEMENT —90' PVC CONUUII II.� 17 u o C, O i ELBOW ITYP, $ a CROSS SECTION OF SAW CUT 6' "k._ — �) - DIMENSION AS INDICATED (FOR NEW PAVEMENT METER BASE (r 1 ON PLANS T— INSTALL NO. I? XHHW CONDUCTOR IN I MODIFY SERVICE fII CONDUIT. NUMBER OF TURNS SHALL BE AS CALLED FOR ON THE PLANS. I - CONDUIT AND AS R WRING EOUIRED CONDUIT DETAIL S' MIN. 6' MAx. DIMENSION AS INDICATED+ Y4' 5CHLD. 80 ON PLANS PLASTIC CONDUIT NOTES ! OX I BARE NO. 6 AVG ( j THE SLOT SHALL BE BRUSHED OR BLOWN CLEAN OF ALL LOOSE MATERIAL. AFTER THE DETECTOR LOOP IS IN PLACE BACMLL THE SLOT WITH SAND TO 1 _ A DEPTH OF 1' ABOVE THE CONDUIT AND FILL REMAINDER WITH PLANT MIX, RESISTANCE OF THE WIRE LOOP TO GRDUND SHALL BE CHECKED AFTER THE HARE IS PLACED IN THE CONDUIT. BOTH BEFORE AND AFTER THE LOOP IS 7WENSION z' • c � 3" MIN' SEALED IN THE SLOT, A RESISTANCE OF LESS THAN 10 MEGOHMS INDICATES A FAULTY SPLICE OR WIRE INSTALLATION WHICH SHALL BE CORRECTED. AS 39 INDICATED �j 8 ON PLANS v N 6' THE DETECTOR LOOP ORE SHALL BE NO. II XHHW CONDUCTOR, TERMINATED IN A PULL BOX AT THE SIDE OF THE ROAD AND CONNECTED TO �J A TWO CONDUCTOR CABLE (SPECIFIED ON THE PLANSI WITH A SOLDERED, WATERPROOF SPLICE FOR THE LEAD-IN RUN. (�- . �[ x8" COPPERWELO LNOUND WARE ELEVATE PULL BOX I' ABOVE SIDEWALK - - OVERLAP DIACONAL CUTS SO LEVEL. SLOPE CONCRETE AWAY FROM PULI THAT SLOT IS FULL DEPTH BOX UP FOR 2'IN ALL DIRECTIONS. HEAVY ONES SHOW SAW CUTS AT TURN POINTS ANO CHIP TO M:COL1uCDATE WARE LOOP SHARP INNER CORNERS Q 2,� EXISTING SERVICE ASSEMBLY DETAIL_ �sAWEasLor PAV'MENT -,�. RECTANGULAR LOOP WOOD POLE NO SCALE O p v v 4 a STPU 12020 3/4" Pvc OAK STREET SCIIEOULE BO CONDUIT GALLATIN COUNTY xSI,,Nm /TEE L CONDUIT EIrTING. ELECTRIC SERVICE ASSEMBLY PLACEE CLEAN STONE DRAINAGE UNDERELECTRIC ipA`K IEE 41' SOUARE BY 2' DEEP I. LOOP DETECTOR INSTALLATION u�as[o PULL BOX FA CONDUIT LOCATIONS IIFV1tiFD - ' I-V15ED � _— STATE PROJECT NUMBER SWET NO. POLE SkACT SIGNAL ARN FOL'NbATiph TYPICAL SIGNAL MOUNTINGS _ NwINTAIu STPu 1202131 c-3 TABLE I h fi2z o 4 0 0 0 o �"0 o V ANCHOR 83LISTYPE II I LOIAER SHAFT IS'-20'.2S'► 30, IiSO. Itl/t '%r I�i`A 7tY 6'IOYFRILL-7i'1 S'A32S /1/i 11/i T 7 0• i'-T• 2'i' ��Tt+E 121 101ER SHAFT 75',AO'! AS' 1lS0. ITN' I'/t I�ik T54 i'IOVpRALL-U'1 20' 114i T NC i A325 Ili Ili• ! r-i T-I Y-i p NOTE->'IPE BR4.Ni1S SHA,I 'JE t lye 1 ! !'-0' i'-T' ]'-0• USED FOR 11WNTING TRAFFICTYPE 121 LONER SHAFT SO' lSII 1! 1/1 I jiSt liY A'IOVCRALL !1'I 20' I'fi T NC - i'AJ2S I 10 THE POLE S"AFAND PEDESTRIAN TNUNlESS, ��SE SHQMV ON THE i< MOUNTING POINTS .Qool�Lt �Nt�oo�l7ooC# StSt ARM TABLE 2 •1 2 »S •A •S •L • 1 •• •1 •1p PAST ARM TRJ BRACIND FOR POLE MOUNTING ElEYA10q PLIri TIN! EMERG.VEIeLLE NOLNTING TRA=cIC AND PEDESTIOAN SIGNALS PAST ARM AGUNTING SIGNAL DETECTOR SIGN PANEL SIGNAL SIGNAL yGvu IUYNAIRE S117NA1S ►ED.516NA1 CONTROLLER LAB NOTES w DESIGN ARAA 12.0 SO.FT. tot 1.0 S0.F1_ 9.0 SO.Ft, 9.0 SO.FT !La SQ.FT.1.1 SO.Ft. !.0 S:LFt. 7.0 So.Ft. ,•�2 SZFT' STWGARDS SHALL BE DESIGNED IN ALC09DAI+CE MTN THE I!T'S AASHtO STANDARD SPCbF',CATIb15 l DESIGN FJ GHT ilS l& NIL 100 LB. IDS LB. 105 L0. IDS LB. t] l8 110 lif, sD A.EI• 20�Lo FOR SffIUCTURAL S11PPt7RTS FOR HIGHWAY SIGN$„ LUMWIRES ANDT#ATFICSIGNALS (A"DAwY AMENDMENTS 1HEREf01. TABLE 3 DRAG CDEF_1C01 1.2 NIL 1.2 1.2 1.7 0.S , DESIGN NANO VELOCITY SHALL NE !D ►.H. I S 2U'ak 251 3W.35'.AO'i 48' SG' OESIGFI AKA • AREA F1M MA)tIAN IMND LOAD (0NO IS nEgPENMCULAR 10 1I4119ARD. AS SHOMNN_ Mtc.PTS. *1.62 ♦•S EI 0203 !•1 Mt!2.M],•1 !•5 •1!2 KA.•S A»G DESIGN EIGHr • DEAD I DAD. IO NC - S'A325 ITYP.S - ALL TYPE 411 LONER SWIFTS SHALL BE DES-GNE3 FOR - 30' AN7 A ICULTING HEIGHT OF AS'. I NC - Y/z•A325 IT TIP.I All TYPE Ill LONER 511AF'S SHALL RE AFS-G/+L0 FOA A • 50' AND A MOUNTING HEIGHT OF 45. 440 O11 90LTS SHALL %F AAA!OR EQUAL- ICP ENO SI•Al♦ BE GA.VAM2EO AN3 THREADED 12'10N.1. 10' - REWs"AOIE _ _-AS'r7vP. 1 Iq;IWNG PROCEyJRiS• SYMBOLS, BASE L4TAL S►EGFiCA'IDNS AND GRADES NtST BE CALLED CAP �� PRIOR 10 FASfl CAIION 08 APPgOVAL. _ �- 2' SGICOIJIE AO ASS PIPE ` 1. POLE SN1F iS. &*Mt. AND ►WESSORIES SMALL BE 11W 2T_0 _ IS• - ;-JsAS But INIEAR SHARP CODES PER ASfY DESIGAATIrn A121. •T- - PUSH SPECIFIED MIRE PR SHARPQN I y1II1L % WEN SPED:EO J ' I O _ THREADED SC•ED'II t AD 2'SCMLbLN_E OO AS] PIPE 2'SCIIEDULE A0 AS] APE A51 PI pE ISREAr, [t,AiP FOGEi <BRLAN SHARP EDGES FOR F30 1NRE ►ROFtcTOMI - j f rBREAN SNMP COGEf FOR 1 f WRE PRO7EC7IaNl �� 7'- O-11N. NELJ H3M It) POLL ORE PROTECTIONI •2 LUMNAIRf - - s'"A• o s SHAFT COR SU'PO4T I / NILL[R- - Iy` T I Of ORE CLAD SIGNAL PAST ARN - , / MAST ARM r ANCNSR BR.T IF/ 1 II/1 I� I i -� // YAzsg1AL LUMNAIai AtN J I 2'BEVEL -I PRSFAIIyb) _ - IyPF0� #S Ml.•/.K L S !• LIN.II GAUGE FACE OF CURS Zq} SItAF T _ IY�PLATE BOITOY AND SIDES I'/Q C FIT A0 ASS PINE - T - r .-� 1'PLArT 40%EAN SHA.VP ious FOR I ZAPPER SHAFT p I rTNIF �RQT[CrioNl y I ilf i%:' th' u1L 11 cAIAGE I 2'. D• 1 A. Lam] I+ LUMINAIRE ARM CONNECTION n I �` r-- I z' 11�1 I 1DrR lHA�r FOR J9%*2.*3.#4.f5 06 FOR*7 �- _ MOTE-SUPF ArhC LAPS SMALL COUPLING DETAIL COPPER GIKEN1NG NOTE-Ll11RNA1#E ARM AItO SIGMA: STRAP MI KEN uASS'7J' p -1/.'PLATE TIP. S11K11C0 MTw EACH GO�IPLIAC ARM ARE IN T1tE SAAE ANG43R act T. COMMETE L� I - BOTTOM AND Sims EXCEPT TOR•a. s9 ! AO' [MDT APPLICABLE 10 St,M9 !M 101 VERTICAL PLATE. ON I'm COMMA T AND BARE I FOUNDATION/ I i m O - I �' �-- SAAE SLOE OF tIL PrAE. i AA R IA1.6 GRO.AVD O -� F"�- --- OA --- ! LIZI- BARS- C ASi PLAIN -It.S' ---_-- f�� uo+'ca VIAFT - I •1 2.S _s - �----12'-- -----� FOWLLY SPACED - Yi PULE C,) � II I I READVA9l E GP-- 1 7 i �t --- I �.gUN00,1) 3• _ S• - -� - +I�- - - I WEIGHT T_ - _ryl `•� ---- I T-1 • SIGNAL ARM CONNECTION -`1 '-.A - 2.3 !1.] h-0_ _ � 13�0. .S_' •R J y / J TYPE uIl 04 121-� - I- SIGNAL ARM LONER SNAF T r ! J ONO* 10 B= LEFT OR RIGHT. ►YN. 1 GAUGE UK? GAUGE r s• 1f LONN S.NrF - Oil BOTH Az SCOURED. �°N I HAND.-Ott PORCELVN TVAW1.1.0 SIGN. -O E x A HOOPS 1 - - TY., SLACK IETWRi 6 IS ELEYAnON AT BOTTOM OF tgAF.-,t I SPACED fWkLLY LA • 4S'ITYr.) AND [OYTR S' SIGNAL HEADS (FIELD 03UNTEDI 'NJT HOLDER ON 1WTG BACKGROUND, � I Ar ABOUT I'- 0' TOR ONCIL DING _ - eAC[ OF LASTING S1VlPED FO I It 6 SAR ITM.1 LfNTER$ rot LLRVAtURE OF POLE. •! IS ELEVATION AT BOTTOM OF PE0. -�, �� SIGNAL HEADS Tc'El0 IDUN'C01 \ - 19' � LONG `YI/i'CLEARANCE b '• • A16 PLATE MOTE-A HAND143LE DETAIL ,� VN' - MID A NOT .lR DCR IBM ` \.. I ..YF GRAtlE 60 RFI NC Cab NG STEEL - DETA1 SHALL OE 010 IS ELEVATION AT 007TON OF REAA3VAAlLE COVER PLATE H T HEIWREO' CONTROLLER CA91N1T ISANo MOW7ED1 \ + TYPICAL FOUNDATION SHALL BE PROVIDED --I EACA POLE SHAFT PEDESTRIAN PUSH BUTTON SIGN IQcl �,i�ArE 1'1►MEADED SulDw_E AO AS) PIPE. �. I I0' 1 �p PFIO,JECTING FROM SHAFT 2. MTN I�VI. ND"+E-TJOVER MATE DETNI I - READYABLE CAP. BREAK SnARo ED4E1 SHALL RE REOURED. LONER LOAF.- FOR MARE PRDTECTIDN_ I STPU 1202(3) TERMINAL of E6 r 65.,17vp.I, l . I COF/ARriEN( X 2A & 3A STANDARDS SHAFT TO SHAFT OAK STREET SLOT 4locom Blxr • 1/' 11 YP. I -� ' % SHAFT MOUNTING PLATES DETAIL F) - SIGNAL GALLATIN COUNTY A3A P:ItTE- BASE DETAIL TYPE 2A & 3/� SIGNAL DESIGNED TYPICAL ORIENTATION FOR STANDARDS / OHANM CHEaUD PIPE BRACKET MOUNTED SIGNALS TYPE 2A TYPE 3A TYPICAL SIGNAL I'J10UNTIN GS REVISED _ RMSED REVISED 1 I STATE PROJECT NUMBER SHIFT NO. Nn. 8 CRIMNED HIGm CARBON STEEL MONTANA sTP11 Imzco E-4 WIRE SPACED AS SHOWN. 6 ONE WAY,—) S THE OTHER WAY. 0 0 c w -- -4--I- -+-- --4° L� C L— �� �.- CLEARANCE BETWEEN CONDUIT 3/8- BRASS J BOLT WITH CONCRETE FOR PULL BOXES SHALL BE CLASS "DO" OR EOUAL FITTINGS AND TNT 5NA_l CORRESPOND WITHITR S►f LAYOUT 11" DIAMETER BEND OF THE BOTTOM OF IHE CABINET. —w_ -1 z" 2' 2' 121 �2- �+2 CLASS 13" T-3 �11 IIII CONCRETE 1/2' 11,71111 -OUNDATION h II It fill I II IIII I 3 — . ' DL 1J I If iI II 11 R I —GASKET REOUIRED it III1 — 3/4' SCHED. 80 IDw— o II II II II BETWEEN CONCRETE 1 PLASTIC CONDUIT .I I REINFORCED CAGE .I w !� 9 II 11 IIII If BOTTOM OF CABINET- It IIII V i I BARE NO,6 ANC D I -NO. 16 GALVANIZED 1 _ r� !I II II 'III II _ .I II'd I" DRAIN III-l' V Ii 1 j1j1 `7 11 II j I 3/4" bESH 11 II III II 11i 11 � I II IIII v J II IIII I II. II 3' UN. II it it III o O II II 3/8" BRAS I I'�It 5 HOLD GOWN BOLT V II Ili II N 11 11 WITH HEXAGONAL BRASS NUT. I v II IIpm if. c II�1 I v h PULL BOX CONCRETE MINIMUM DIMENSIONS v ELECTRICAL BOND, NO.6 AWG v v COPPER OR EQUAL TYPE I TYPE II 3. I I 13ACKFILL TOP G' WITH L - 19-1/4" L - 25-1/4 EXCAVATED MATERIAL W = 13- 1/4' W = 16-1/4' —� — 4'-?» — _-� 6 AND TAMP SECURE D = 12" 0 = 12' k 1 D L = 14-1/4" 1 D L = 20-1/4" - _NO. 30 FELT PAPER I D W = 8-1/4" 1 D W = II-1/4" TYPE "0" CONTROLLER CABINET SEPARATION c L = 15" C L = 21- cb MOUNTING C W = 9` C W = 12" 5/3' t B' COPPERWELD - GROUND ROD 23" CONDUIT IN PLACE c TYPICAL CABINET OIMENSIONS Q AS REQUIRED i MOTH = 44' Q HEIGHT _ 56" I STPU 1202(3) _ DEPTH = 26" rn OAK STREET p _� - I' CLEAN STONE GALLATIN COUNTY 0, DRAINAGE L CONCRETE PULL BOX DETAIL / DESIGNED CONTROLLER PEDESTAL DETAIL oa�wN NO SCALE CHECKEo REVISED REVISED REVISED i SIAIE PROJECT NUMBER SHEET NO. I) Lj r r i i MONTANA STPLI 120213) F-5 II :D 11 Z II II II Lu II II II > II II FENJ:F r.au rIS_r --_--- �•�•11-� Q (I I1 II Il I I L.- 11 11 �P II I II II �� II II II OII 11 I1 � + II II II II l II II M ,l 1� II y II 11 II Q • _ II 11 11 II I II 11 I POLE �f II POI-E / r B —REMOVE AND RESET 0123-� <✓�} -� it MAW ,t � NSTALL NEW TYPE II (JA}i 1 K CONCRETE PULL BOX I J ---_EX15T, .Ir _- Io t1 Ilol Pk NOTES LM OAK STREET �� "t to `ILJ REMOVE EXISTING SPAN WIRE SIGNAL POLES (FOUR TOTALT ALL EXISTING SIGNAL HEADS SHALL BE REMCVEO ^� _ FROM SPAN WIRE SYSTILM AND SALVAGED TO THE J` MAST ARMS (EIGHT TOTAL I ar n I RELOCATE PULL BOX M TT1 j 1'-0' BERND SIDEWALK --� 1 .......t. — . I -0 / INSTALL NEW TRACONEX 390 TYPEF� ` BA CONTROLLER WITH PEDESTAL REMOVE EXISTING CONTROLLER 14 =_ A f � OELIVER TO THE NOT BOZEMAN I� (]--��� ��'f 1 EX 10, R/'b'—POLE OFFICE IN A USABLE CONDIIION.POLE I mo}' �' 11 INSTALL NEW TYPE II 3D AMP. SERVPCE k CONTROL B� I I JI CONCRETE PULL BOX u ASSEMBLY (TYPE BI k PHOTO ELECTRIC CONTROL ON 30' WOOD POLE I e EXISTING 00 NOT DISTU ANT _ gB 1 la z NOTEI ALL NEW OR RELOCATED ITEMS WITHIN iw5 DMGRAM ARE SH011N WITH DASHED LINES OF VARYING WEIGHTS. ALL FXIS`%NC ITEMS ARE SHOWN WITH A LIGHT, SCILIU PEN MEICHT. STPU 1202(3) fD P n N OAK STREET GALLATIN COUNTY DESONED TRAFFIC SIGNALS onatvrl C-IEI:KED RENSCO "L - n�ti�rn STATE PRO_IFCT NUM%R SHEET NO. SIGNAL POLE SCHEDULE LOOP DETECTORS MONTANA STPU 12D2(3) E-B YASTARY PEDESTRIAN LOOP LOOP LOOP LOOP CONNECTIONS LOOP CONNECTIONS DETECTOR NO, rE t'EY N0. SET LENGTH PUSH BUTTON LUIANAIRE FDUNOATION DETECTORS SIZE TURNS AT RJLLBOX AT CONTROLLER AMPLIFIER REMARKS Ti' STATION OFF SIGNAL LU►aN. LErT ov MTC, H'. DIA. x DEPTH LDI b'xb 3 NEW PHASE DIAGRAAAS ARROW ARROW ONE — 03 2-A-900.8 617 693 908 4 1.48 59' L T. 50' I I 3'-0' x 9'-0' LOa 6'x6' 3 SERIES NEW Co - � 14 2-A-900-8 617 693 908 11•62 63' RT, 50' 1 1 3'-0' x 91•0' L02 6'k6' NEW � f 1�= j — a i 1 F. I� T l05 6.x6 SERIES ONE NEW 4 - i.- ..... ► r IS 2-A-900.8 61r 693 SO& 42+89 49, RT, Stl' I N 3'-0' x 9'-0' 'A F+ Fes- " QR L03 G'x6' 3 NEW �' � �+ CC~ 16 2-A-900-8 617 693 908 12�59 67 LT, 50, 1 I 3'-0' k 9'-D' CVE — + LDb 6'x6' 3 SERIES NEW TT 44i4 LUt I 6'xf8' 3 NEW $ C"IE — CONDUIT & WIRING LD13 6'x16' 3 SERIES NEw PHASE 2 PHASE 3 CHASE 4 L _ A REMOVE 7'STEEL CONDUIT I? OF NO,8 AWG, LD12 6'x6' 3 NEW L ONE — F REMOVE 2'STEEL CONDUIT 13 OF 16 NO.14 AVG.CABLE LD11 b'xb' 3 SERIES 1 :, - (: NEW 2'STEEL CONDUIT 1 1 or IS AWG No,11 Slgnol Coble w 11 ` 1 i r 1 or AW No,10 Conductor (Growndl LDI s'x16' 2 REMOVE '{ :I-O- _� U NEW 21/2'5TEEL GONOUiT 12 or t5 AWG No.14 Stgnel Cable LD8 6'Y16 2 REMOVE t{ �►� 1 tr �. 12 or Det.acton Loop Cable 7 I 1 of AWG No.12 Conduotor (Ground) �T L09 6'xl5' 2 REMDYE }I ooa `I E =X1S1.1}4'STEEI INTERCONNECT EANDUIT (INSTALLED DURING PROJ.N0.IM 90-6t6711$7 In T NEW Z'STEEL CONDUIT 1 l or 'S AWG No.l4 Signal Cable L010 6'x16 2 REMOVE yAS o PHASE T PHASE B t 1 of AWG No.10 Conduato. (Ground) G NEW 2-1/2'STEEL CONDUIT (1 of 15 AWG No.14 rm nal Cool• LJ 12 or USF GRADE 60 REINTPRCING STEEL Loop Cable . r 1 or AWD wG No.1 nd O Conductor Grou WIRE DIAGRAM FOR + J KW2'STEEL CONDUIT I I of 15 AWG No.14 or AWG No.10 C Signal Cable ndl L+`P SERVICE & CONTROL ASSEMBLY c I8 TYPICAL I K NEW 2-112'STEEL CONDUIT I 1 or lh AVG No.14 Signal Cable .b ' f :— >< 6 BARS 14'-1'LONG I I 1 of AWG No.10 Conductor tG•o.nd1 L NEW I*STEEL CONDUIT t2 or AWG No.8 Conductor 'a 120I24U AWG No. E i l of AWG No.10 Conductor tG.o.ndl A 4 HOOPS AT IIILi' Uve!h9a0 I a - I'-0'CENTERS Sct�'Ice M NEW 3`STEEL CONDUIT 14 of 15 AWG No.71 Stgnel Cable( �✓ 15 of Detsotor Loop Cable _ l 1 of AWG No.10 Conductor (Ground) ANCHOR eOLT _ N NEW V PLASTIC CONOUI r I Son sheet E-21 14 TYPICAL 1 0 - ANCHOR BUT CIRCLE - a - 1 NEW N'PLASTIC CONDUIT NSee sheet.E-21 2-1/2' CLEARANCE LIS'fitning NEW 2'STEEL CONDUIT IS** sheet E-71 Arrestor � SECTION A—A � NE MA TYPE GROIINDING LUG zh Ctsbir�t NOTE( REMOVE PULL BDX,CONDUIT AND CABLE ASSOCIATED WITH 1—* 50 AMP S.P. EXISTING LOOP DETECTORS 7,B,9 M 10 tLC7,LOB.L09 i L0181 NO. 6 AWC BARE CR3jND MARE CONDUIT SHALL PROTRUDE FROM Circuli } 0.7 PIGTAIL EXTENSION FOUNDATION AT LEAST I- Breokef SIGNAL INDICATIONS n l Bore II; . I , AVG No_ 6 COPPER CROUND+NC STRAP BETKEN II t 4�1 0. _ a S: al y R 12 R 12•' 1� I I ANCHOR BOLL. CONDUIT a NO. 6 AWG II 111I Ground Rod AWG No.9 ntr°{iAr II BARE GROUND WIRE OR PIGTAIL r' II 11 II 2'-0, I _ 12" Y 12" I a EXTENSION. Q A r 1 A _g G 12" G i .I d p ' II 111I 12" Y & G I ,I —_ T L� ®®© " - - STPU 1202(3) �® , s . - � - •, . OAK STREET NDrE: EIGHT OF THE EXISTING t?'EXISTIm5 I ST LLA71 }a - 2' �' �-I �- GALLATIN COUNTY WILL BE RESET FROM t►Nc" EXIStM:, INSTALLATION Er-w EO LIRAWt14 TRAFFIC SIGNAL DETAILS/ -c�NLC1c.0 LUMINAIRE FOUNDATION ( TYP ) —� FirwsEo LUMINAIRE FND. DETAIL PI'VISED PEWg5E17 _ STATE PROJECT NUMBER SnEEf NJ. MONTAN4 STPIJ t?02(31 E-T W c 1�jj L! 1 > • - CD � Q J %U Q O C9 Q co Z + Q F- C/11 I_ C r % 4— ------ OAK STREET - -_� - - - - - _ ' - - OAS STREET -- - - ------------- - - - -� - -- - - STEEL CONDUIT 2" STEEL CONDUIT I I 101 1-4 I I I W ,V,} 00 N Z Q I-- (—v V) I I � I I I I I I W; I J ti OAK STREET � n o. STPU 1202(3) OAK STREET 2' STEEL CONDUI T GALLATIN COUNTY FUTURE LIGHTING CONDUIT DfS6NED MAWN - DETAILS CHECKED Htti156D REVISED pEVISED 25 January 1994 tONS1RULH ON COST ESTIMATE page I of 4Q)ElI NO. AR 94111 file c:\melon\estbax.cal 114TH Mll. AVE+.UE, BAXTER TO OAK, 801EHAN UNIT WANT. UNIT DESCRIPTION PRICE AMOUNT 2,5G0 Unit Misc. Work by Contractor 1.00 2,500.04 l.0 Mile Bluetop Making 1 ,500.00 1,500.00 22,412 C.Y. Excavation Unclassified 3.00 68,436.00 23,823 C.Y. Special Borrow 3,00 21,619.00 11,832 C.Y. 6oadbed Compaction .25 8,458.00 1,012 C.Y. Topsoli - Salvage l< Place 1.25 1,771.00 3,334 L.F. Edge Drain 3.00 10,017,00 56 L.F. 4' PVC Drain Pipe 6.00 336.00 153 L.F. 4' PVC Drain Pipe - Perforated 7.00 1,071.00 63 C.Y. Drain Aggregate, 2 inch minus 20.00 1,260.00 258.3 S.Y. Geotextile - Drainage - 1!eavy 3,00 774.90 20,631 `.Y, i;eotextile Sep/Slab - Med - Woven 1.7S 36,04.25 6,820 (.Y. Base Course 2 In Gr 5A 9.00 61,380,00 1.2182 f .'r. lop Surfacing 3/4' In br 2A 10.00 12,820.00 210 ton Cover Nat'l Grade 4-A 16.00 3,180.00 4,561 tun Plant Mix Bit Surf Gi D 12.50 57,012.50 26.5 Ton Seal CRS 2 - Latex Modified 200.00 5,700.00 213.7 Ton Asphalt Cement 85-100 130.00 35,581.00 24.2 Ton liquid Asphalt MC-70 140.00 3.388.00 640 Gal Emulsified Asphalt SS-1 .75 63C,.00 68 lop Hydrated Lime - Handling 5.00 340,00 6,800 Unit Hydrated Liae - Furaish 1.00 6,800.00 44 L.F. Drainage Pipe, 24' 27.00 1,188.00 46 L.F. Drainage Pipe, 30' 35.00 1,610.00 1.90 Acre Seeding At ea 1 300.00 570.00 1.90 Acre Fertili?irg At ea 1 120.00 228.00 1.,0 Acte Condition Seedbed Surface 50.00 95.00 p,000 Unit. Traffic Control Devices !.Dv 8,000.00 100 Hour Traffic Control - flagging 17.00 1,700.00 918.0 5,F- Signs - Alum, Refl Sheet A 20.00 19,560.00 lS8 L.F, Poles - Treated Timber-Barn 4 ;n 15.00 2,370,00 36 Each DeltAeator Reflector_ Des A 15.00 540.00 17 Gal Striping - Yellow Paint 10.00 270.00 17 Gal 5triprng - White Paint )0.00 270.00 3 G3l Words & Symbols - White Paint 62.50 t87.50 a3�-T2 3g`� 265 S.F. burds S Syabuls - White Plastic 10.00 2,650.00 Striping - Yellow Plastic 4 Inman 3.00 21 033.00 05 L.F. Stripirg - White Plast 8 inch 6.00 5,370.00 1,M L.F, Remove Fence S0 515,00 I Each Adjust Manhole (sta. 169418) 500.00 500.00 � �•,1 _ ! Fach Modify Manhole (sta. 173+66) 1,500.00 1,500.00 459,435.15 ub-fatal lot Contingence 45,943.52 Sub-Total 50:,378.67 1S% Construction Engineering 75,806.80 ------------- Tutal 581,185.47