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Home My WebLink AboutFederal Aid Project No STPP 50-2(25)82 - Bozeman - Four Corners OtSv. DATA MONTANA DEPARTMENT OF TRANSPORrfA.,r--7N -A-0-T. ?0%:: 0. - 55-45% IMl FEDERAL AID PROJECT NO. STPP 50-2(25)82 T. " S ..can nro• r ►raln 1s l0► ws- DESIGN INE) twa. "A LIMITED ACCESS PROJECT" y, - bMMn+uwAu Oa oomTOSa+x.00 lEOS t.na `w- GRADE GRAVEL, PLANT MIX SURF. & STRUCTURE y " '°M�"` "'►'�,°°°°T° +°°'° tFTT3Na DATE- pwr `"n" FALL BOZEMAN—FOUR COR14ERS 19 • .�' _ GALLATIN COUNTY J J. LENGTH 6.2 MILES SCALES «anCAL I INCH 20 FELT HORIZOI'TA- I INCH - 300 FEET THIS PROJECT CELOSS SECTION -HORIZONTAL • VEHTICAIi I INCEI - 10 veer REDUCED PR-ITS APMXVlATELY 1/3 ORIGMIAL SCALE 0 o: u J W m O R. 4 E. b-I R. 5 E. o e b n`I !r r FAS 0 36 7CQ Ro ERYANIRC WaT R - 2M B6 0 D \ ' FAS 2 _7 DLRSTD% D t. � BZ p II It 12 B s 10 �1i1 TQQ NORRIS ► u• 1 I f P0 I I9 _ F 21 = - �33 I FA- 50 14 cT Ts 'B 17 1S F J I_L 4 16 e N BWEkAN I 1 AS FAU 1212 SPPIROs \e^ A Ns _ - ~ BLA RD, I X 1 AaA! ELK o r Lu r, \ �/ FAT RD. ,r Nfv O W 4 F- 0 } M 0 NT AAN Eli C f►A B T N ENT O F T B A N S►0 A l A T 10 N Lp 0 m O O Ln ( tr11'1 ti Q WinO CARL p D.on J # Q N war w D'rE rm O W a OF AYY�11f�, r- � r N W 0 r N �Z IT W Z V 20 FREi,OARTigic"1/1 E%GN[FR m 0 w W 0 O] 0 U1 OUAR•►@R ofd►TAUCMTATf0N OO p O^ 1tMkM HOW"Y AtWAAgcrRA-WON ASSOCIATED Ma ACT 06 Q1 + Aowmw Ii..MSm 00 N O0 + N Rw i W 2PWft << 1.0 - ` THIS CCNTRACT n r1 .-1a —SIpEWALK ONLY rt r�o E1aa GRADE,GRAVEL, PL.MIX SURF.,EI STRUCTURE w - TBLE OF STATE PROJECT F1lRA'JER 5•RfET N0. CONTENTS MORl7AN. STPP SO.=R2SIB2 2 BOZEMAN-FOUR CORNERS ROAD PLANS TITLE SHEET SHEET NO. ELECTRICAL PLANS E1-E14 S TABLE OF CONTENTS >Y 2 if - NOTES �~� 3 LINEAR & LEVEL DATA, BENCH MARKS & COORDINATE TABLE �1' 4 BRIDGE PLANS TYPICAL SECTIONS 61-815 5- 12 SUMMARIES "WING. TOPSCL, SEEDING, CURD & GUTTER, SIMRALL PEDESTRIAN RAW "LNG. PAVEMENT WARNGS A001T ZONAL GRADING 13 CROSS SECTIONS__ - ADDITIONAL GRADING, CULVERT S~My RECAP, MALBOAES, 14 MAINLINE STORM DRAIN, ALASLE STR►S, $UB-EACAVATION 1-88 CULVERTS 15 DRANAGC & gRGAION ITEItS, fENKNG, IS'& 1&'CANAL GTES, 16-18 WEST LEG - FOUR CORNERS INTERSECTION 89-95 24'015TROUTNG GATES, PPE FOUNDATION MATERIAL RATER VALVES, TIRE MYDRAMTS, MANMOIts, BLMTO►STALING. 19 NORTH & SOUTH LEGS - FOUR CORNERS INTERSECTION 9 GL'AWRORAL, CATTLECUAAO, SUB-SURFACE DRAW SYSTEM ITEMS, 96-102 iEORARY PAVEMENT MAAAING. SURFACING, AOORIONAL SWFACING 20 UU a ACCESS ROAD - LEFT 2I 1 DETAILS 03-104 MTORAUt S DATA COLLEGE STREET RCP - RACET 22 105-106 EW RACET 23 NTERSECTNG ROADWAY 7RANSITON 24 PEDESIA M - ►ATM, RAM► & FLAILING 25 RUMLE STRPS 26 MISCELLANEOUS DETAILS 27 NRGAi ON LINE RELOCA70H 28 CONCRETE BOA CULVERT 28A FLUE MR CREEK 29 MEAOGATE STRUCTURE & ROOrICATON OF SIANDARO "ISDN BORES 30 SUW DETAL 31 SYPHON OUTLET DIVERSION STRUCTURE 31 A RRGAION SY►MON OETAL 32 STPMON PPE DETAIL 33 STORM DRAIN PROFILE 34 CURB octl 35 �t '06@kATON SLOTIEO DRAN/CURa INLET 36-3T $ MAILBOX TuM10117 38-39 v FDJR CORNERS INTERSECTION 40 . COLLEGE & MAN, MALL ENTRANCES & MAN 41-45 m ! COMER:IAL APPROACM & WIN 46 MASS DIAGRAM 4 T n n 48 PLAN & PROFILE 49-63 SIGNING PLANS S1-S19 - - STATE PROJECT NJMIBCR S•2ET NOTES MOMTANA STIP ]0-212]i02 J APPROACHESNsio. DRD. MID. 103) OUANTITY FOR PUBLIC APPROACH-24' TOP BOIEiIAN•rOER CORNERS SABGRACE MOTH DM ALL APPROACH TIP[$ FIN4•ED Ta BID" AYG- LENGTH•94' PLUS 12' 6'/SrJE1 0.20' Pl. NJ S60F. • J+ TONS ►Rii. AFP. 11►t. 'A• t11URK)-►L, Mu SURF. 10 All LINE + 0.20' CR, 10/ SIJRf. 27 C.T. GM v(L SURFACE TO SOUGH DOF. 0.60' Co.WE CRSE. • 64 C.T. BASIS OF PLAN QUANTITIES PRIMEASPHALT CEMENT ; a/1 M fY. AK, i1P'E 'B' (RURAL I-12' ►L. MIA SURF. STRIP ADJACENT L PRIME AVERAGE QUANTITIES FOR MAILBOX TURNOUT IN11H APP. 1 PARALLEL TO RCADIAT "LADEN AND GRAVEL SURF. 10 1DJCH COIN Cole. GRAVEL REIGHTY 3T00 Les, PER M YD. QUANTITY FOR PUBLIC AP PROACH-30' TOP PL. Mix suRF,•13-! IONS F.L. Mu oa•ONS TONS BiTumodM VATERAAL= +.6 LOS. PER GALtOR PAN. AF/. ITPE 'A' IR/CURB OFENING7-RAP1 MO• SURF. TD IOUCH DORM AYG. LENGIHM•121' CR. TOP SURF,-1-4 C.I. SEµ=10.O-11 TONS COME. +7. Or PL. MDI Oil, SJRF.• SBSS LOS. PER M 10. CR. BASE Glows .3 [.Y. PR OL-1.8 TONS PLANT MR 5TTUML MAIERIAI• 61 1T. OF K. MIx MATERIAL PUBLIC APP. • PLANT 11'A SURF. 10 TDUGH Down 0.20, PL. MI'x SURF. 54 10MS [OVER=0.9 IONS TACK-1.+ TOME ►R4E• 0.30 GALLOTS PER M TO. 0.So' CR.BASElop SIRE. • 33 C.T. TACA• C.01 GALLONS PER sa ID. QUANTITY FOR PRIVATE APPROACH TYPE "A" 50' 10P 0_So' CR,CCEWNI CASE. * 55 c.Y. (a suL• o..o GALLONS PER$a 1D. AvG. LENGTHIIS' ASFMALI cEMENI °-' T0='1 AVERAGE QUANTITIES FOR MAILBOX TURNOUT(WITHOUT APP. 1 I COYLR• IS L+1. PER S0. T0. PANE • 0.6 IONS Covto. I LIRE• 1.St IT. OF PL. rD( HATER A: 0.70' FL. Ma suns. bs IONS QUANTITY FOR PUBLIC APPROACH-40' TOP PL. Mx suRs.•+.z TONS /E, bill DE TOW% TaiS 0-20' CR. TOP SURF. • 35 C.Y, AYG. LCNGl H=46' CR. TOP SURF.=t.1 LI. SEAL•Q O' TONS CR. BASE CRSE.•3.! C,V, ►RRE•0.GS 1DK 0.90' CR,BASE CASE. _ !b C.1. TACR.1.2 TLAS ASPHALT CEMENT • 4.0 10Hh COYEb0.6 TONS 1a CLEARING AND GRUBBING ►R4E ` °-L 1°°s o.to' PL. Mu SHIP. • 31 TOMS 0.29, CR. 10P SURF. • 1T C.T. 0.60' Co eAU CPSIC • .I C-Y. CL EARNG AND cR,,6e NG TO B[ FHCL w£o QUANTITY FOR PRIVATE APPROACH TYPE "A' 60' TOP ASPHALT cEMEN1 ; 0.3 TONS CONCRETE FOUNDATION REMOVAL AVG. LENGIH•171' RI THE LNn PRICE BO FOR EXCAYATODL 0,70' K. MJI SURF. • 1+1 Tohs QUANTITY FOR PRIVATE APPROACH- THE CONTRACTOR sH1All REMOVE OR BINI coMCR[T[ sKk F0U•IOAT IONS 0.?0: CR. TOP SURF. • 59 C.Y. 'A'-CURB OPENING 150' WIDE I Al STATIONS 34.50 R1..11+30 I1.L 167.90 RT.-FLAG CCPKRETE ►0A•.�A1ION SLOPES 0.SO' MUSE CASE., • 16 TYPE 0 C.I. Al STA1gN 54S+70 MANG THE Ha SE CON OU CF47E FNDATION ► RAT ASPWALI CUE NT = L.l 10-4AVG. LE$47N=33' BOAR AT SIAIIN 213i2S L1.10 THE SATISFACIIOR OF TIE £NCNEER. PRIME • 1.1 Toks X-SECT[INS FOR [UT AND 0,70' K. MU SURF, • 24 101•S REMOVAL OF CW.'RETE faMAI IONS POLL BE ABSORBED IN CIE UNIT KC SEE SLOPE RATIO- QUANTITY FOR PRIVATE APPROACH TYPE "A"-CURB OPENINC-24' WIDE 0.20, CR lop SURF. 13 C.Y. BID PACE PAID FOR UNCLASSIFIED EXCAVATION. AVG. 1 ENPR IV , 0.50' CI.BASE CRSE. • S6 C.Y. Pit ONE 0.2 TONS LT CEMENT 1,4 TONS 0.2o' K. Ma wRr. • 1! IONS; WORK ON COBB HILL ROAD (53+22 RT. 1 0.70, CR. Td SURF. • 11 CIT. 0.50' GR BASE CRSL • 37 c.Y. TRAFF IC ISLANDS EXISTING CURB At1D GUTTER_ �p..1 CEMENT ; 0.? 1 1 THE CON7MCTOR SAA NCTC i11A1 IANDI+L LENGTHES AFID GRADES LvtY S ROAD. ONS USE 6• COIICREIE (SAME CLASS AS SOERALRS) AD,S1MCNTS ID MA7CN-N IITH►ROATE APPROACHES CO"NECTNG 10 TntS ROAD. OF REMOVAL M [XSTPli tJRO AIIO RDRR ON A►PROACHES CONkEC7W.. 10 CM HILL ROAD SHALL It C°ORONATED RRH THE COST GUTTER SHALL rot BE PAO PARCTr QUANTITY FOR PRIVATE APPROACH TYPE 'A"-CURB OPENINC-30' WIDE lit LANDCl/HER. THE CDNIRACIOR SHALL COMPLETE ALL of 1HIS RORA UNDIR A`G• tE"G114V SPECIAL FILL AREA THE DIRECTION OF THE ENGINEER. BUT SHALL BE NCLUDEO PH TIE join PRICE 50 FOR UMKL. EXCAV. 0.20' FL. MIX S.RF. 77 IONS 0,20' CA. TOP SURF. = 12 C.Y. THE CONIRACIOR SHALL FILL Ili 1NC too AREA LOCATED BEYOND THE 0.SO' CLBASE CASE. • 34 C.T. R/B LIht AT APPRCxWTE STATIONS 40-20 TO 42.20 LT. ISLE R/R HAUL ASPMALI CEMENT • 1.3 IONS AOR((1ENT Fa PARCEL 2T+). ANY MATERIAL VSCD IN 1N4 FILLMJST ►RIME • 0.7 TONS BE NON-IOXIC. THE COkTRA[1(IFt S�Mlll COMPIEIE ALL LL THIS lizu HtA:A ILL NOT Of PAO FOR S[PAR[T11 LwOLR THE DIRECTION OF IHE ENGMER. AN ESTIMATED DUANTITY isMI C TO BE_ Lu1(/C f1 FIR_ QUANTITY FOR PRIVATE APPROACH TYPE "A'-24' TOP NCLLOED N Tit PLANS. But NCLUDEO N THE UNIT BD FAKE AVG. L(NGTWSA' REMOVED BY OTHERS 1 PAO FOR UNCLASSIFEO EXCAYATIOL 0.20' ►L. MCA SURT. L 24 IONS PIPE PLUG & ABANDONMENT C.20' CL TOP SURF. = 13 C.Y. C.So' ASPHALTLBASE CASE. = 37 C.I. THE LAOS OF METAL PPES. CALLED OLT 7-OUrHJl1T THE PLANS /0 Of PLIIGGEO ALI PRIVATELI CRNCD SONS 10 BE MCICD BY CONTRACTOR a WHEELCHAIR-RAMPS- FRAME °•7 TONSASPHT CEMENT = 1.4 1045 A%O ABANDONED, SHALL BE CRK OR BEFORE SACAFRIM'. CONCRETE PIPES° AND RESET By DFER. COS' ABSORBED IN GI HER ITEMS, SI•MLL BE PLUGGED OI'n COwRElt TO COWEIELY SEAL THE ENIIRE OPEht4 OF ALL PRIVATELY OIKD MAIL BOXES L STATE DINED SONS IHLCLC•MR MMIS SMALL BE FIC'1 DLO AT ALL PEDESTRIAN CR055NG AHD Ai lHE PPE BEFORE OACLFLLNG• PIPE PLUG AND ABANDONMENT IORX SMALL BE I° BE WYVED B1 CONTRACIDR. STREET CORNERS AND SMALL BE LOCATED AS DIRECTED BT lot EKNEER• QUANTITY FOR PRIVATE APPROACH TYPE 'A'-3O' TOP ABSORBED N THE UNIT B0 PRICE PAO FOR REMOVECtAVER ECTIONS OF i DURINO ALL RHEtI CHAIR RAMPS ►t)St IEEE 'AMERICANS silk DISABILITIES ACT IADAI'. AVG. LEMGTH=ST' CONSTRUCTION IT S OEEMED NECESSARI 10 RC►IOYE SECTIONS OF PPE CA\lEO RHEELCHtAR RAMPS SHALL BE PICLJDfD N THE ENn 60 PRCE 0.70' PL. Mot S:AAF. a 21 TONS OUT FOR ►=uG AMC ABANp°I.H,ENt, THE RE MrM'ALS SHAH BE PAC Ft)11 Al THE UNLESS ANO CA CONSTERUCTON LD, ALL IMITS BILL BE THER I'tMS nNN FOR CURB ANO GUTTER AND SOERALA. 0.20' CR IX SURE. = 16 C.T. Uwl BD ►RICE PAD FOR CULVERT EXCAVATIOk. MC'i(0 BY CCNIMCIOL 0.SO' CR BASE CASE. 47 C.1. AS►HALI CEMENT • 0-S TONS NS -DRAINAGE PRRE DEPRESS ALL DOW wE1S C.1' BELOW WTTER GRADE W.C55 OTnERR 4E NOTED. QUANTITY FOR PRIVATE APPROACH TYPE "A"'40' TOP REMOVAL 0 EXISTING IRR. HEADG�E_� WORK BEYOND STATION 358+60• gQ ALL SPECB[AT019S AND DIMENSIONS PERIARMNG To PPE PrG• LENG11049' HEADGATES & D AVERS ION DAMS SHALL K CKCAED IN THE FIELD 64FORE ORDERIrr. I-ON CONSMCTOl S/FAAD I No THAT SOME RDRR ITC►4 CALLED all 0.20' PL. blot SCURF. • 34 IONS RE►17VAL L DISPOSAL RORA Of EXISTNO HEADGAIES AND ONERS ION L RO AV . TER PROJECT RE 94.306 (B. BABCOCR/R. HAT. 0.70' CA. TOP SURF. = t+ C.I. BOXES CALLED OUT IHRDJGH 0,;T THE PLANS SHALL BE INCLUDED N TIE 23RD AYE. wTERS[CUON) ARE SUMLARQEO N in4 PLAN SET, 0.50' CL BASE EASE. • 51 Loin 50 PRICE PAO FOR CLASS "DO' CONCRETE IL /P ME I CEMENT 2.0, 0.3 1 ONS UTITIES ALL CLEARM4CES opt DEPTH$ COVEN FOR UTLITES AM FROM QUANTITY FOR PRIVATE APPROACH TYPE "A'-CURB OPENING-40' WIDE WORK AROUND POWER POLES R/W LIMITS ON PLANS THE EXISTING GRW(DLNE. AYG. LENGTK=S9' AIR ALL NATURAL GAS FACIRES N PLACE RITHN THE THE NOTES REGARDING ATTE"1 K1 5 DIRECTED TO THE ONSTALCROSS-SECTION 1EB ECT ARE DEFINED THE WJORNE OF 74 ECT C04STALKIM LeRIS S•IAL► BE ADJUSTED BT OTHERS- 0.20' PL. Mu SURF. • 23 TONS Fp1 NOT[S REWRGN6 RORAnG AROJI+J RECCNTLI INSTKIfD Pp0.Ett ARE F FROM THE LOWING TED 0.20, C0. TOP SURF. • 13 C.Y. P'ORER POLES, CENTERLINE EXCEPT fd= THE FOLLOWING AREAS 0.So' CILBASE CASE, = 35 C.V. tSEE PLAN L PROFILE SHEETS), ENTS IN AREAS BHERE UNDERGROUND u1LITE5 ARE SH70�'I ON FLAIR L ASPHALT CEMENT = 1.4 TONS Rt AR CONSIRK7ICN ZONES. 14 CONTRACTOR SHALL LSf EXTREME ►RIME ` °'t Tars IRRIGATION & DRAINAGE DITCHES 36+IS.1T TD 3/•68.01.1UB LIMAS Df DwEO FROM M CURERVE TANG CARE IN EXCAVATING L BACILFLLNG MIT Dot ADJACENT TO UNDERGROUND 17SU).5! 10 137+24. 1-R/■ LM1TS DEFINED FROM CURVE IANGERTS SCRVKE to&$. 1HE coNTRACi OR sHALI CONTACT THE OINERs TO QUANTITY FOR PRIVATE APPROACH TYPE "A`CURB OPENING-60' WIDE THE CONTRACTORS Al1CNITJM 4 DIREC1f0 10 THE CROSS-SECTIO(S 14++59.6S 10 A6T+l2.01 R/R IMRS DEFINED FROM CURVE 7ANL:EMTs OET[RMIN[ THE EXACT LOCATION tX uIUTES- SEE SECTION 10L19 AVG. LENGTHt4T' FOR NFOR1MlION EN GI-,CH IYPKAL SECTIONS ► Dnc" GRADES. 7D6•41.73 10 20 '15117 R/B lMTiS DEFINED FROM CURVE 1AMGENTS `Q OF T•E 510. S►EACT LOCATION 248•74.32 TO 306•0S.13-0/B LIMITS DEF04ED FROM R/I LF4E GG� 0.20' PL. No SURF. • 41 IONS . 0• C SURF. . C.T. o 5 CITIZEN BANK SPRINKLER SYSTEM .so' cot.k BASEASE 60 cots[. w C.I. ASPHALT CEMENT 7,S IONS CONCRETE SIDEWALK & CURB OPENINGS FR.E • 0.4 TONS SIllPRINKLER COATMCIOR Sib(40 )-264-1 RARE BEER OF HEAOIAT( WORK WITHIN CONSTRUCTION PERMITS S►RNLLCR SYSTEMS N06I-2B4.3111 CFE RFER BEFORE BEGINNNC QUANTITY FOR PRIVATE APPROACH TYPE "B"-24' TOP CCARsTRLICTION N THE BANG AREA SO EXISTING SPRNRtER VALVE & hE+ C01rRfTC 51DCRALa SWAMI 9f 4.5'/(CT +IOU riy^bl 6ACL [✓F CUM NEWS CAN 6C R HE EXISTING AND RESET. THE CSHOUL TBE CUT NOT[ COOSTRUCTORt PERMIT AREAS THROUGHOUT THE PROJECT LIMIT MAV CO+IAN '^ UNLESS OTrERebf NOTED. DE►1N SMALL BE 4'MIts ALONG STANDARD AYG. LENGTW62' THAT RRES O/ THE E%ISTNG SLPPLI TINE S•�JtAD BE CUT WROVEMENIS SIKH AS LAIRS, SHRUBS, TREES. SPRMLER SYSTEMS. _ CURB AND 6' ALONG CWB OPENINGS• AND NOT PIALED. SIGNS, III SATELLITE D15HES. ETC. THE COMIMCTOR SHALL 0.20' PL. bl2A SURF. . T IONS 0.70' CR. TOP SURl, = HS C.I. EX[ERCRE CAUTION TO PR£rCkl DAMAGE TO THESE IMPROVEMENTS H ApJV511ENT 10 SWfRALA AXJ/OR CURB GRADE MAT BE ERECTED BY 11[ p.90' CR.6A1[ CRSE. = 44 C.1. WORK iN THE CITY OF BOZEMAN PERMIT AREAS ARE UTLQRE F011 D CISTRUCTION A(71vATES. DAMAGED ENGINEER TO MMICH EAISTNG IWOCRAPKKAL FEATURES. ASPHALT T CEMENT 00,4 TONS.1 TONS IIFROI'EMENiS SWLLL BE REPLACED QR R(PAR[D IN RHO) 10 tHE 1H( COIRRACTORS ATT[N1NON S D1R(ECTtO TO 1HE SPECIK SA74iACT10M Of TIE EhGrEER AT THE P CO77MCAS THROUGHOUT EXPENSE. R•4Rt NCB OAY[AENT.IID(•ALR.EkIRANCE RALRs OR DRIYEeAIS MEET FE)iCNG DISILR(BED IN CONSSRU[T/ON FERMI AREAS Ep/lLINE7K [X31NG IpRorcKkts 1H[ MI17cH►NE RLL BE sA.EO 1p1 eY the OA QUANTITY FOR PRIVATE APPROACH TYPE "B"-24' TOP-CURB OPENING PROrStoNS FOR Rt0U41EMENls ]N ROTA DONE N THE CITY a eo2EMAN. EhiRc PROJECT SMALL BE LONGER NE D N1 KIND M THE R/B TINES AFTER AYL. LENGtHbl3f' 1M NAhHaLE FRAME AND COVERS FOR THE BDZCMNI'I URBAN SECTION THE PERMIT AREA 4 NO l(NGER NEEDED. REPLACEMENT FENCING FOR 01HER (ECHMNEAL MEANS) TO A PLAT LINE MO, DEF1H RS REQUIRED AS ONLI SW-QE FRA EHERUCO BE, AND FRAME ► 30S A COVER OR PERMIT AREAS SHALL BE (NCLwfD N THE 1Nn BO PRICE PAO FOR TO HAVE A SMOTH AAA HEAT FACE. A OLLANTIII OF PARS KB FENCING - TO BEEN INCLUDED R( PLANS FOR lot PU(POSEOF MATC"INC 0.70' PL. MCA SURF. • 5 10%S ECPTT2 FRAME A 112 O MOIR. DRNERAI. PARKING LOIS L ETC, SAI CUTINO SMALL OE INCLUDED N THE 0,70' CR. lop SURF. • 7 C.I. 1AMn +O RAKE PA FDA SO. •a OF CONCRETE SOEVALA. 0.SW CL BASE CPU. • 72 C.1. ASPKxLI CEMENT A o.3 IONS PRIME = 0.1 TONS STATE I PROJECT K,%-UR ISIEET NO. MONTANA STPP 50-2125fl2 l LINEAR AND LEVEL DATUM BOZEIMAN-FOUR CORNERS LENGTH OF ROADWAY STPP 50-2(25)82 (GRADE, GRAVEL, & PL. Mix SURF. ) 31,077.31 FT. = 5.886 MI. a LENGTH OF ROADWAY STPP 50-2(25)82 (SIDEWALK ONLY ) 1,410.10 FT. _ .267 MI. LENGTH OF STRUCTURE STPP 50-2(25)82 30.50 FT. = .006 MI. TOTAL LENGTH OF PROJECT STPP 50-2(25)82 32,517.91 FT. =6.159 MI. BEARING SOURCE BENCH MARKS COORDINATE TABLE BEAR;NGS SHOWN ON THESE PLANS ARE MAINLINE (PROD. CENTERL,4E) S7AAE0 I'G'1 RCRI.OF-aAT I'D] 1R0hCTE3 LINE FROM PROJ. FAP F-203(5). STA. 0+00 PROJ. TO STATION LOCATION OESCRtPIPON ELEVATION STA110N 4101110 EAST STATION NOR ra EAST 17A:pk 110ATn EAS7 STA. 37+72.2 PROJ. BEARNG IS S 89'-26' -30•E * IS, -As' IT e-Ori•PRO S fl__ _ o+ __ 1 4.2190 _-1Q,009. 44 v O.Soo,0o02 _ _ I0 000.ooc 1 �0.Q00,01.00 + "_ALGAL CAP :4T06-1 _-U+Q0.09 ►I 10,013,3i3T_ 11 Oa t T • 1�61 ►� 9.963.2446 13,771.110t �5 �7-L 9.96'..•557 1].STS.60<3 -- 2` AL U�(NCAP _ 6 2222 AT h L293.Tat • .32 Pl__ 10.0 • • 2146 13.IT t.1109 IRON- � 9, 10,2526 13,111.7424 t 29+Oa.49 PI 10.043.sell 22.901�]262 39+ce_00 rt t4. SOtQQ -F� PPl • 91 P1 9.999.Iff! T 1. ! 150+a1,211 ►1 _1 . IO.Oq.7at1 22,l9O.3?6T 2 ALUM CAp_ 61t11.21 ►1 t0.O1Q 306� 16.t1a.2061 I56!99.96_►I to 01S.0042 2S.59e_2619 _ !:y 39 PI + - _-- 2` AL uu. CAP_ _ • - 1C,016.204a 17.219.0L44_ 164+ . PI t 6.431_4642 1 • 1 7 !]3. fis+ ' lI- P. 439T.6i__ • _10,021,%04 1L991.616740t.12 ► 26.-.Q"2 + n -00 .2- ALUM. CAP -- • l9ll laCsc.103] . - �F 4 2' AL UAL CAP_ - A _.2t.S] .ate?S Oe,&4 FT . t132+2 1 ►T !A= IO,C3l.410T 2).223.590T + �24+Oa.5f ►I la Q6T.OOIS 7?.fOa.SC'! )T0•YC d4 r7 1a 05a T435 -2T Q9t.5690_ 132!i�._19 Al --CAP � _ 10.C34.MT 2L 050._^s2 173+f?.17 PC to S._6S - + RT, 2' ALUM. [AP a t + __ 10,034.C?13 25,Ste.I I t7 . 1 r 1159.5696_-_ Sil.: 7 -- 14 •`1 A -- 0+0 ' -L 11,P -- - 096.36 1N+J/.7] PI 10,0%24%% 26.�79.O1y_5_ 177+ 0 42 P1 10.c7a.97C7 21,768.W4 153-03,00►T I a,Ct3.96T6 2J.)02.2145 UAL__. 4ODC51 176•f1.Ta 66 - -- IS ,48' M_R to,OT4.a44T 27,59o.9014 , +06.10 �I 0.c 14. iE 17!»1.Is AM • SG.091.0:36 10_C16_o042 ts.s 3w_ - 2` AI JEL CAP • 6•40 PI 10,011.3/3A-_ 7 .Sd_f1 1a 119,3222 30,765.0Mf IST•91.9f PT !A• 10,011.1490 2S,is 1.1656 LEVEL DATUM SOURCE t 040 - RON FINFIN - 19_si-_ 19a37.ia PI ro�toz.09is 29,o)1.3109 253+4a46 Pi 1a123,ows__-IL 3}e� 1 T+92. 1 AN ' 0' R -g8 207.56.42_PI 10,114.3492 )Qj6S.4444 - I• ► -]0.122 7 , • ~- 50' L1. 2° ALUM [AP 19.t1.3.2111 BRASS CAP IN TOP OF PROJ. MARKER I + WIN P1N _ - o ?29•lS.f9 ►I 10,121.2670 ]z.99f.a72� .+},65 P1 to 122.f5.61 l5.-113-1{32 _ _ _1�o1�12 PC 1a 03 t.442f zi.T "2z ?33-31.65 ►1 10 122.0-t% 33,339.OTt6 255401.03PT 6,a9� IA � 1LQ.S0T2 4 T t ►I . . POST AT STATION 617+77-65' LT. ON + RpV PIN 4630.0e1- 25a•T1.710R 10,125.S3t9 35.411.2M! 255•01.ol Pt 10,1t0.�03� 36.419.645f • I,qT iQ'SS`1 t.10 AM PROJECT NH 50-2t29)70 ;ELEV.=4T11.88' 0.4 00 O,, - ALUQN M_ NII CAP 4636.E2 _ 3os•4s PI �0.090.)021 35.ti9.2495 NQ6.51LLI 1a 05a.35_40 _11Z192.1LK 12.972.7122 7 z1 .32 1 1,25 63 PC 10,oil,54T1_ _ T t at 251+11.95 ►7 !R• 111•f0.19 ►T 10.0Tt.97C2 t 7 4 3Q0._ CAP j`1---- 3z6•50Je /I 1 306+A5.20 AN 10.C9a,]016 35,169.2.95 .60.6 4 + T AL1JY P --j+,L4 333.9S.30 PT_ 10.7Y0.573 M.542.933 1 a t r 2SOt90i]J�.i�►I 1.23 PC �L9196_ 30.6A , + � R� Q§H00.90 12,417.601! 4 164.664T _j2{150._98 PI 10,cit.T111 _}T,�7 1♦ T.1 PI 1 It T 01-8- CAP_ 4949_fib - ?0a•aS.tY 04. + 335.44,ti ►7 "R• "- ALk P _ - 33S+ 10,i45.2l T2 31,6'.6.4t1T 10.119.y09 10,cat.951? +00 2" AL�-CAP 55.12_ -351+00.20 12.417.9,016 4LL 154.64!I 2D+40.46 PI la 12).0025 33.33e_2e32� 4 +74 DTgo 2" AL 1IM-SAP 1!L - - _ 61�. PI I 1 - )S.11 35 ♦' I 1 tt 1 + 4e� - Roy-P1N__ ,7603 3353+ U_ 2" ALK CAP _ fi .._ 10.1CLIT11 �] 1 7 N3 R1, TOP L L J T m R N.POLE FOR!5WkA0t Mr WAY SIGN - - - -- +7 T "Cj.r r .!. CORKR IfTll 6 Ca 291•2f.T] PT ec. L[CE AVE. �Z 06 .I AN 1C,C96.3140 35,127,1094 - •� s MEASURED FROM EzbTINf• CENTERLINE _12.T11.2351 t t2 +•a I P1 I c T I -- 7 ITS V215 335.44.16 P7 lc,10.54S.2/72 34,656.481T T Aa - _ :_L•04,90 CN7 17,49T.6oto 40.164-164T_ _ � h f .V - STATE PROJECT NIA SER SWET No 1AONTANA STPP 50-2125)82 S TYPICAL SECTION N0. 1 OCZE&AAN-FOUR CORNERS • SIA. 0400.00 10 1v61.1S TRANS. FROM F411RSLCTION TO TIP.RI 39 - )9.5• STA. 1.61.15 TO 5•T1.00 ICHANCE TO TIP. 60 • 5.71.00) _ - - - '`� $1& 300#00.00 To 314+90.16 75.0' SEA L COVER I STA- 314+90.16 TO )16440-16 TRANS. TO TIP. le '_-- ----- - - .-1 1 STA. 337a3.TT TO 356+10.90 ' ____ �2 0 A �f STA. 1560T0.90 10 35N00.90 TRANS,TO EXIST 90' RIOTN r TS.O' PR6[ R TACR SLKRAIL O IALR TRAFFIC 1f.0' _ 14.0, 1[OIAN ff.0' 12-0' __ R T jO��C'�--~r WILE TRAFFIC LAN I- IwFC LANE SIQR�Tt I� ` ( FNIS+[0 iRAO+ N FILL ICG"7 AT SLOE STARE FILL IEICHT AT SLOPE STARE e _ _ •0.40 PL.mot UT. SURF. 0.16'CR.IOF "F. ? - 1.16'CR BASE CRS. AL , Y CR• 0.91 FT./ III. i_ CR.+0.02 Fl,i FT. ��.._ 6• CCNCRETE A' CR.TOe SIAIF. NOTEt TOP 2' OF SUB-GRAOC SAIL 6E A-I-Bt0) CA BETIER YNTERAL NE A.6' 01101 CONC. SOERALA A"I WOR S9 ISLE SPECIAL PROVISCLS) 4.6' 14 >-. OUANTITIES A• CONCRETE GRAVEL BITUMINOUS MATERIAL �1' CR.TOP SLRF. UNIT 6 PLANT •PLANTUM CA. TOP Ca. BASE I •PUNT 6 PLANT NU COVER YCt POLY. D. UNIT ma POLT.AOD. PR NE SEAL TACK It A-S' 0CE COW. SIDERALK LEFT OST LfTI I - SURF, CQ.RSE II T LIFTI l2N0 LFTt { AREA SQUARE FEET 15.0 15.0 11.3 90.9 SO.YARDS PER STA7CN 633.3 $33.3 $33.3 25 CL.TAROS ►ER STATION $5.6 SS.6 41.9 336.T TONS PER STATION 6.43 6.43 - 1.06 1.42 1 '.?IS PER STATION 10.4 10.2 107.2 'eALL OYS PER STATION 41.7 e TYPICAL SECTION NO. 2 STA.316M(L 16 TO S1A_1t9.1T.91 F STA.]1911 T-91 TO STA.311.2T.91 TRANS. 10 TIP. 04 STA.32M13-,3 TO STA)3SK3.TT VA.3M+ 3.T1 TO 5TA.337.13.71 TRANS. 70 TIP.WI 75.0' SEA R COVER SIOEMIR I A 0' SOERALR I IE_OMN 12.0' 12.0' 6.0' I Il L I ►M15HE0 GRADE RAFT IC LANE UE "7 Tx FILL NEW AT SLOPE STARE -� FRL HEIGHT AT SLOPE STAKE •0.AO'Pl.bo SERF. O.IS'CR TOP SURF. 1.15'CR BASE CRS. 1 MES 6.5' SIRE R • 0.03 F T.IF T. 2R " - _ .n � V I1t �• A' CONCRETEF' J CIL TOP S,A6. USE TYPICAL SECTION NO. 1 FOR QUANTITIES ,• coN�1E,E f 3 K _ I A.S' ROE CONC. SOERAIK LEFT 14' OR 6' 7NCA) 1' CR.TOP SUM. KID 10P 2' OF SUB-GRADE SHALL BE A-1-D(0) OR K77LR NATERIIIL ISEE SPECIAL PROVISIONSI 1ES 4.6' 910E CONE. SOEIAR RIGHT 14'04 6') STA.32WIX 00 TO 31A.)31+1A.16 STATE I PR3•.IECT M11A9ER SNfET No. TYPICAL SECTION N0. 3 MONTANA I 57PP 50-242S162 L SCIEMAN-FOLIt CORNERS ! l].Y _ Ii 1• M SYA. 6+71.00 TO 309+00.00 11.1' MBE i TACK - _ - ._ I1.W' ►PRIME ► TA(A (CkANCE 10 TIP. 1 • 301,00.001 _ 31.0' SEAL ►COVER _ 31.O'SEAL ► COVER - 'r a w 6.O' 12-0' ' 14.0' MEOAN tP._o' PROF L TRAFFC LANE TRAFFIC LANE 1RAFFC LANE .}I. ` lA. TRa AR _ - F'SI C ICRADE 1I CUT DCP1N AT �� - �I-t� --- -- - - _ -- _ °'I. �� -//CUT KK.I(T AT SIOPC STARC a Fll .E tUIT AT I y` SLOP( f1AlC p 4 S, CR'LTOP Slgi- SURF. VA I.1S' CR. BASE CAS. r STA.11+11.15 TO 46+11.76 - TAANS.O C2O FT./FT. CR.TO 0.013 FT./FT. COL S10,46+72.25 TO I/02.20, - TRAMS.0.613 FT.iFT. CR,TO 0.020 FT./FT. CR. 4.0' yN. 0"- SEE PETALS FOR RUMBLE STRIPS STA.120•16 TO SIA.IA2+51 R7. I SEE CROSS SECTIONS 1 _ _ r"OWN • 0.02 ft_ PER FT, r CROWN . 0.02 FT, PER FT. NOTE, LOP 2' OF SUB-GRACE SHAH BE •:SE 6.0'M1K FROM ST&47+50 TO STA.46.50 0 A-1-1)(0) OR BETTER MATERIAL ISEE SPE(uL PRDV6IO4S) PAVED PEDESTRIAN PATH LEFT-SEE DETAILS QUANTITIES _ PAVED PEDESTRIAN PATH RIGHT-SEE DETAILS STA. 5+43.00 TO VA. 63.10.00 ---- GRAVEL BITUMINOUS MATERIAL _ s7A. 5.76.10 10 STA. 53+10.00 UNIT COVER mix AN7 6 PLL AAA% CR. TOP CA. BASE UNIT 0 PLANT ♦PI ANT y SURF. COURSE MIx POLY,M100- PRIME SEAL TACK 1t T IFTI 17ND lFT> r1ST LFT1 1 PIO L FT) 3AREA SWARE FEET 16.4 15.9 t2.�; ; S0.YARDS PER STAl10h l21.! Ib6.T 928.9 W YARDS PER STATION 60.T S6.! AT. IONS PER STATION T.OT 6.11 1.IONS PER STATION 10.2 117.0 I13.5AILONS PER STA1104 A6.1 O TYPICAL SECTION NO. 4 STA.SYA.321+2T.9I TO 376413.13 ICIANCE TO TIP. 2 • 376+13.13) IE 31.S, 1T.0' SEAL f COVER ' 07,0' "LE ► TACA DEIALI - - 6.0' 12.0' Is.o• __IR.o' ►cores SOERUA _ lz.o' 12.0• ,2.0• _ _ B,o' I _ I zx SIA]A PER 1RAFFC LANE 7RAfFC LAN( QL`RAtl TRAFFIC LANE TRAFFIC LMIE TRAFFIC LANE 1 PE FILL PEIOI,T AT SLOPE .-fR.l tE tC+TT AT SLOPE STAAE •O.10'PL.MU 1 rT.SURF. -0.16'CA.7OF SUPF. 1.1S'CA-BASE CM L SUPER R 0.03 FT./FT. Y 2x IKTEI 70P 2' OF SUB-GRADE SHALL BE A-1-0(0) CA BETTER ►ATERAL ISLE SIEC1Al PROYIS IOIKI I.S. _ _I ♦' COICRETE -' y --- 1' CR TOP SURF. - -- Y QUANTITIES �, EONtRFiE 5' 9D NE E [O . SDui Et LEFT 14• OR c• T.cA1 GRAVEL _ BITUMINOUS MATERIAL 4- CA. OF SUFS. UNIT •PLANT A FLAKY MIX CR. • PL K 1pP Ca. BASF ANT I• ANT w COVER MA PaY.M00. UNIT MIA POLY ►Co PR I� SEAL TAGS` rl T LFT) (2N0 LIT) SURF. ClwgSf rIST LIF11It N IFT'1 NEW 4.5' 101 CONC, SOERALF RIGHT IA'OR 6') AREA SQUARE FEET 17.1 IT.A 13.1 !01.7 SO.VARDS PER STATOR l66.7 S66.7 5E6.7 CU.YAFOS PER STA1r,N 64.4 64.♦ 16.s $67.6 TENS PER STATION 7.45 1 7.AS 1.73 1,64 TONS PER STATION t2.1 124.1 IZA.1 CALL04S.FEW S'ACOr ee.] STATE PROJECT M-UMR SrfET N0. TYPICAL SECTION NO. 5 MDNTANA STPP 50-2(25)02 T ACCESS RD.' (REVERSE FOR ACCESS ROADS TO LEFT ) BOZEYAN-FOLA CORNERS •STA.65.00 70 STA,T2-30 IT.112.0'VIDE/S10E) •STA,♦0.03 TO S1A.4P•30 LT.110.0'VIDE/SIDE) .a 10 CENTERLINE t613+00 TO 72.30 RT.1 245' TO CE0415AL NE 1140.03 70 LT.) l9.0 TO --12,Q- 10.0'Y/L _ ACCESS RR I,'0-- -��rR�� • YMKS 3.0' ,li� /�=!-�/ /ram/ l.o l All 0.70'Col.Tor suer. CR, 03 T T./E T. R r.RADE OUAN T IT IE S CR,TOP SJj UNIT TrP.e cR. Pi't0o GRAB.PO'AREA SO.F7. U.s Cu.M-PER STA. T0.0 a ' V O 1 LL a O r A � v SLATE I PRGJECT NLA E MEET N0, 40NTANA STPP 50-2f25182 B TYPICAL SECTION N0. 6 50ZEMA.N40IA coRNERS FOUR CORNERS INTERSECTION - WEST LEG P. T. W. CONN. 2..0' ( 2A.0' - --- -- , . , 1031.61.15 10 1030.41.15 TRANS.TO TIP.NO.T 14,6'M61E \ TACK 14.6'PRK L TACK 24.0' SEAL \ COVER I 12.0' t2.7 a TRAFFIC LANE TRAFFIC LA41 PROF LE GRACE= f INrS•_D CRAOE W.TCH EKiSIwf _-" B`A7Ch ExK7y)C •0.110'PL.MIA SURF. O.IV OR.TOP SURF. LLLI.15'CR.LASE CAS. CB.K 0.011 F7.I FT. CR.• 0.02 F1./ FT. NOTE: TOP 2' Of SL8-GRADE LNLL BE A-1.010) OR LETTER MAIERIAI ISEE SPECIAL PROVISIONS) QUANTITIES GRAVEL BITUMINOUS MATERIAL UNIT COVER •Ya IFTANT PO AN� CR. TOP CA. LASE UNIT u[µl POLY NwODx PRI.E SEAL TACK (IS ) T iTl ( FT) SURF. CDJRSE 1 IFl1 12.)0 LfTI REA SOJARE FEET 5.6 5.1 A,6 45.9 50.TARDS PER SIATCN -'2._9 266.1 326.9 VARDS PER STATION 20.7 le.f 17.0 170.0 IONS PER STATON 2.39 2.is C.42 0.45 ONS PER STATION 1.J 39.9 J6.A GALLON$ PER STAT ON t6.A F FI_L SL CUT 5LOPES � 0 10 E.1 0 - S SI I `JV a •O 20 AI 1 S IO AI 1 vU 2C 30 I t0 - 15 3:I S OvER 30 :1 15 - 20 :t OVER 201 1y'I I TYPICAL SECTION NO. 7 FOUR CORNERS INTERSECTION - WEST & NORTH LEGS REST LEG : 103e.41.1S TO 1042.Tf.TO ICMANCE TO TIP.NO.f • 1041.79.TO) NORTM LEG I 1.35.00 TO 6.SS.00 5.0' 6.S5.00 TO 10.7S.00 TRANS.10 TIP.IIJ.e 26.Y 2 . 2S.S'PRIME L TACK 25.e'PRII{ . TACK 46.0'SEAL \COVER A.0' 12.0' FA.O' 12.0' TRAFFC LANE AEDIAN j TRAFFIC LAh[- I I PROF EE GRAL{: FINS41) GRAa I FILL NECM7 • SLOW - u I r�t►DLL // r►•+AILE ' 2a) SURF. CUT DEPTH• �-. 1 CR.TCP SLRF. I SLOPE STARE t`2IS'[11.BASf [RS. L _ _ j CR.-O. FT./ FT. CA,.0.C2 IT.i IT. 6.0' 10.0' hOIE. TOP 2' OF SUB-GRADE $HALL 6E A•1.010) OR BETTOR µTIT CR Mai .o r 1SEE SPECIAL PROV413R5) n tv QUANTITIES GRAVEL BITUMINOUS MATERIAL UNIT •PLANT •PLANT MM CA_ TOP CR. BASf UNIT t!PLANT •PLANT Me COVER MIR POLY.TOO. S- COURSE MIX !".A00. FRNE 5f Al TACK f ST LIFTI 12ND Lr71 __ LIST L•71laND tirl) AREA SWARE FEET 10.0 9.5 7.9 71.2 S0.TA905 PER STATION 5T3.J St 1.I 573.3 .TAAOS PER STATION 37.0 M.2 29.3 263.1 ',NS PER STATION 4.26 A.07 0.73 0..1 p PER STATION 6.4 71.1 67.1 GALLONS PER STATION :2.7 STATC PROJECT MJ48ER SWLI N0. 6FD4TAiiA STPP 50-2425102 9 TYPICAL SECTION NO. 8 BDIEMA.M-FOUR CORNERS FOUR CORNERS INTERSECTION - NORTH LEG P. T. W. CONN. 10.16.00 My 26.o' 28.o• 12.9' IL S•PRE[ ♦ TAM /111.1'PRIK ♦ tACA 32.0' U.1 9 COVEN pi Ells, _ 12.0' A.0' SrAp, 1MFFIC LA1RAFfIC LANE SIID. I PROr L E GRADE. i IN SHED CRAPE a 61 12 S 1 IFA wtco AtSIING GR E 'ST-c L.MOt $UPS. TOP S�Ri. SASE CM. CR.- 0.02 FT./ F7. CR.- 0.02 Mt FT. NOTE1 TOP 2' OF SIA-GRADE SHALL SE A-1-DIQI OR BETTER MTERW ISEE SPEC UAL PROV604S1 OUANT IT IES GRAVEL BITUMINOUS MATERIAL •PLAN? •PLANT LLB CR. TOP CR. BASE UNIT R w ArT •PLArt NIX UN1T LOVER MA P0.T.KA. A.x P0.Y.WW. PRNE SEK TACK 1151 1.1") 42NO L A SURF. COURSE f1ST LIFTI 121.7 LIFTI __ AREA SOUARE FEET 1,2 6.T 5./ 51.1 SO.YARDS PER STAICN An.6 355.6 At?.9 z tU.tART15 PER STATION T6.T 2A.1 21.5 2CA.1 TONS PER STATION 3.09 2.S7 0.`.3 0.60 a 20,9 TONS PER STATION 6.6 51.5 Al.l GALLONS PER STATION ILL ELOPES CU1 SLOPES - - 0 Sal - - - \oI to - 20 A:' S /r 20 - 301 3,t 10 - IS 3=1 3 LUfR 3O :1 IS - 20 2-1 OVER 20 1 1 TYPICAL SECTION NO. 9 FOUR CORNERS INTERSECTION - WEST & NORTH LEGS REST LEG iO424T9.70 ONLT 10/2.T9.TO TO 1044.41.6S TRANS.TO N7ERSEC71004 NORTH LEG 1 0.00.00 10 1.3).00 1RX%S.FROM MIERSECTRII TO IT►.N0.9 1.33.OD ONLY ICMN.E TO TIP.N0.T • 1.35-00) 43,O'Sf 6 COVER ' 43.O'PRRE l TACK Le I IOESAL 0. RAFfK lN4 IN `l T-Tv LANE K OCRAL 2Z �I I PROF LE CRAPE- I I FILL "EIGHT asFILL HEIGHT • FPIISHEO CRADf 2>., SLOPC STAAf SLOPE S1AAE I t _ PM1i�LE PR►�`E - / \ • 0.AO'PL.Mgt SURF. K'OR 6'CONC.SWE RACK A'OR 6'CORC.SOEtALA 0.15'CR.TOP SURF. 4'C0.TOP.SURF. 4'CR.TOP SURF.- 1.15'1R.IASE CRS. CR_= 0.02 FT.I FT. CR.: 0.02 FT./ fl. Iu I KTE• TOP 2' OF SU6-GRADE SHALL DE A-I�Ot01 0R BETTER MTERUAL Ao r I$EE SPECNL PRO7510,01S{ "1- OUANT IT IES GRAVEL BITUMINOUS MATERIAL PLANT ♦PLART W% CR. TOP CR. BASE UNIT •MIX P CYPLA 0' UNIT COVER M:Z POl T.1100. .ax POLY.N00. FR A6 SEA, IKCII I I T I" F1 f SURF. COURSE UST L PLI I 10 Uf T _ APtEA SQUARE FELT $16 6.6 6.5 SA.1 So.YARDS PER S1A71DN A77./ Am I Arr.e .LARDS PER STATION )1.9 it.9 2A.$ 200.4 1DVS PER STAI" 3.69 ).6� C.61 o.EI :INS FIR STATL71 6.0 61.5 91.5 ALLOtiS PER STAUOr 2).9 STATE I PROJECT NUMBER SNEET NO. TYPICAL SECTION NO. 10 MONTAMA STPP 50-2(25)62 1 10 FOUR CORNERS INTERSECTION - SOUTH LEG D02EMAN-FOUR CORNERS 6,2.10.00 ORLT 612.10.00 TO 614126.00 TRANS.TO 111I.N4 It • 3T.0' 3T.0' 2 T.r PRW • TACR 2T.4'PRiE ► TACR 50.O'SCAT B COVER 1� K0. UFAac LANE 1RAFFIC LANE Sli O. PR OF LE GRADE= �a I iM15NEO GRAPE I FILL KL+FI • 6.1• 61 Tt SLOPE STAREc TARE Ta) •440'PL.N7l SURF. CUT OCP114 • 0.15'CIL LOP SURF. SLOPE STAAC i.,9'CR.RASE COS. ER.- 0.02 FT./ FT. CR.: 0.02 FT./ FT. 6.0'_ 10.0' NOTE. lop 2' CIF "-CAAX SHALL BE w A-1-D101 OR BETTER MAIERIAL ISEE SPECb"L PROY6KNSI QUANTITIES GRAVEL BITUMINOUS MATERIAL UN IT •PLANT •PLANT Il:l CR. TOP CR. BASE UNIT •PLAV1 A PLANT N COVER Nu POIr.►�. LEx POLY.IOO. PARE SEAL TACR I T Tt iTl SURF. COURSE (is T LIT? (ZND LFT) = AREA SQUARE FEET 10.! 10.3 !.S 1S.9 SO.VARDS PER STATION 617.0 555.6 617.0 lE YARDS PER STATION •0.0 3!.1 N.9 2B4 7 TONS PER SUIIG+ 4.40 D.T9 O.9. 0 ` L C T SONS PER STAIION 6.9 11.1 T].• ALLONS PER ATION ST 30.9 0 - 5 SI I �ng 10 20 .:I 5 to u I --�- - ---- ---- - - - - --- vU to - IS 3.1 tS - 20 211 orER 20 I -I TYPICAL SECTION NO. 1 1 . FOUR CORNERS INTERSECTION - SOUTH LEG 6t4+26.00 TO 61541 S.10 1C>'IANOE TO TT►.NO.I2 •616#11.101 3T.d - - - - - 42.d M 9' ___ _ 40.91 O 2T.!'PRf& 6 TACA 19.6'1PRBE !IACL 62.0'SEAL A COVER 6.0' 12.D' 14 0' / *'0' SMLO. iRAFFK IAAE iTAN TRA/FIC LAZE 1RAFFIC LANE I SNLO. PROF I[ GRADE• F III tSNE0 WDE FLL FIGHT • 6a14 74 RTFE STARE 611 rARE rAR11�[ to 1 ♦0.A0'Pl.IR% SURF. T CUT DEPTH • 0.15'LR.TOP SURF. SLOPE STALE 1.15'CR.BASE CRS. CA• 0.02 F1.I FT. 6.0' t0.0' CR.- 0.of FT./ FT. •-I-. U N01E. 10P 2' OF SUB-CRADE SWLLL BE A-I-Df0) OR BETTER MATERIAL ISEE SPECIAL PROVISIONS) r � n rr - _ OUANTITIES _ GRAVEL BITUMINOUS MATERIAL _I 11N IT COVER ♦MI%NT POl Y^WUO.I CR. TOP C11. BASE UNIT •YI%Pt NT P0�> AIOO. PR K9 SEAL TACK - 115T L T1 12ND LIFTt SURF. COLgSE 1tS1 LPFT1 12%0 LIT) AREA SQUARE FEET 13-2 12.7 t0.] 49.6 SQ.VARDS PER STATUN T51.I 6l1.9 T51.t TAROS PELT STATION 46.f .T.0 38.1 J31.9 TONS PER STATION 5.66 5... C- TONS PER STATION 0.6 9..3 90.6 ICALL3NS PER STATION 31,6 STATE I PRO.IECT NUMBER SHEET k0. TYPICAL SECTION NO. 12 IMONTANA STPP 50-2(25)82 11 B02EMAN-FOUR CORNERS FOUR CORNERS INTERSECTION - SOUTH LEG • (• 615�15.10 TO 6tN6S.00 `t 616.65.00 TO 616+IS.OD TRANS.TO %TlKSECTO+ 25.5, J I - 51.O'SEAL i COVER - I S1.0'PR6E L TACK A.S' ` Q t4.0' t4-0' SITS 1A� SILO. lidFC LAI•E �� TMFFC LANE TMit IC LA-4 10C MLA FILL KIG•1T • I F KHEO GRADE FILL NEICNT • d SLOPE STARE `� •_ 1!: I I 1 I 2x _ _---�� SLOP[ STAKE t j �, � 6MN�E SJ , � n, A•dt tP CONC.SO[SAL A '0' .IAx S-.Rf. LA•D(i c•ct«C.1111. 6 A•CA.TOP SURF. 0.15'CR.10P SURi. 1.1V CR.BASE COS. A•CR.TOP cot'. 0.0Z FT./4T, ►1• CM,• 0.02 FT./ FT. -- NOTE- TOP 2• CF SUB-GRADE SHALL BE A-1-010) 04 BETTER IMTER µL tSEE SPiCIAL P"VtSONS) OUANT IT IE S GRAVEL _ BITUMINOUS MATERIAL UNIT f PLANT 'ft RANT N� CR TOP R. BASE UNIT •PLANT •PLANT W39 COvfa Nx PO.r,AgC. SURF. COWSE Nix ►OLY.Am. PRIK SEAL TACK IST LIFTI 12•A LIFTt nS' LIFTI QhO LIFT) AREA SOLARE FEET It.1 It.e B.1 T2.S SC.YALAM PEA STATON 615.6 655.E 651.6 ' =J.tAR OS PER STATICN AS.1 A1.1 33.0 261.5 TONS PER STATION 5.CS S-OS 094 1.11 TONS PER $'AT QN 1.2 14.2 1A.2 GALLCNS PER STATON 32.8 1� s a )N TYPICAL SECTION NO. 13 PRIVATE & PUBLIC ROAD APPROACH - RURAL s SEE ADO.GWNC FRAK OR PLAN L PROF LE SHEETS FOR STATON LOCATM-S OF THE DIFFERENT 110THES. ALL+ Rr 119E 6+1 SLOPES 11TH91 CLEAR ZONE L PR ILE R 6.0' t I � I I.3 •TOP MOTH VARIES •TOP ■IOTH PARES 1.S• PROF LE GRADE• FLL K6i(I • F PIISIEO F;WE 6• E ROPE STARE IS 6•!2 k l M NAPY� r tAMy'S`E I 1 CUT DEP1H • / 0.20'Pl,YOL SURF. SLOPE STAKE --0.10'CR 10► SUR/. 0,SO'CR BASE CRS, e t V A - CR.. 0.02 FT./ Fl. Co.- 0.07 FT./ iT. iw 0' r N - SEE NOTE SHEET & ADD. SURF. FRWE FOR QUANTITIES STATi I PsmsrT AKAAHCR Sa•AECT NO- TYPICAL SECTION NO. 14 IMONIANAI STPP 50-2(25182 12 BOZEIAAN-r" CORNERS COLLEGE STREET • r+ 0-00.00 TO 1.72.36 TRANS. FROM NTERSECIION 10 TYP.NCL IA LL 1,72.3S TO 3.39.to L 3•39.14 TO 4M9.14 TRANS.TD TIP.NA IS 22- 6eR40'SEAL ►COrER___� 1 � 41.0'PR FE • TA^X b 0 A.5' K-0' t t?�0' t 2.0' 4.01 •A.5' OfRALK o. I TRAFFIC LAN( r cEDut�--' LAv 5�kD. roERu 1 OR BERM DR , $a FLL t(IDI/T . 2X I PRDfIE CRINGE. F L L NEtOn, . cN!Sr40 GRADE SLOPE STAt( - 1 1 2X - SLOPE STAKE ERM VAR ypP1AN.0 .AaEE ' 4'M 6•CONE.S IC E RA:A •0.A0'►L.MDI SURF. A•OR 6'fONC.SOf RALL R'CR.IOP SURF. 15'Co.7UP SURF. A'CR.TOP SLRF. t.t5'CR,BASE CPS. CR,• O.02 FT./ FT, iwjo Co.+ 9.02 ►T./ ►T. s SEE PLAN ♦ PROFLE S•fETS FOR SOEAALK LOCATIONS. NOIU TOP 2' OF S:IA'GRADE SMALL OE N AREAS ►•ERE NO SDERALK IS CALLED OUT VSE A A-1-Gt01 OR BETTER MATERAL FLAT 4.5' SIDE BCRK ISEE SPECIAL PROVISONS) QUANTITIES GRAVEL BITUMINOUS MATERIAL UNIT •PLANT ■PLANT Mal CR. IDS CO. BASE UfJIT •PLANT ■►LAST Mu COVER M1I POLY.MOD. SLRF, COURSE MIX POL V.m0c. PAW SEAL TACK �T LIFTI 12110 LiFT! fl T IFTI 12K) LIF•I APEA SQUARE FEET B.2 6.2 6.2 St. YARDS PER STATION 41S.6 35S.6 3SS.6 :LL YAA^JS PER STATION 3D-A 1.A 23.0 19t.9 OSS PER S,Ai ON 3.S2 3.52 0.SB O.77 TORS PER STATION 5.7 58.6 50.6 ALLONS PER STATION 22.0 TYPICAL SECTION NO. 15 COLLEGE STREET - P. T. W. CONK. 4+69.18 ONLY 29.0'PIRK B TOM I 29.O'SEAL ►COVER •A,5' ,p' 12.0' _ 12 0' 6.0' a K.S' IDE OR BA TRAFFIC LANE TRAFFIC LAN SKO. 8ERig FLL KC T a PROFLE GRADL+ ROPE STAKE 2L FNISNED GRADE 2:c Fll MIGHT • ROPE STAKE r AIRRIPBLE 4•oR c coNc.saltALA +040'PL.MIX SURF. 74*OR6'CONC.50[RALK A'CR.7OF S RF.- a IS'CA.TOP SURF. .70P SURF. I.1S'CR.BASE CAS. 2 po 6 CR.+ QO2 FT./ FT. � _-_ CA.- 0.02 FT./ FT. ■SCE PLAN 6 PROFILE S-CE1S FOR SDERALL LOCAIIONS. N AREAS MERE ND SDEAALL IS CALLED OUT USE A IM,'TEI TOP 2' OF SVB-GRACE SNARL BE FLAT 4.5' AIDE BERAA P r A-I-D101 DR BETTER yA'FRAAL Is v1 � (SEE SPECIAL PROVISIONS) n ti - O'JANTITIES GRAVEL BITUMINOUS MATERIAL UNIT COVER A yKAST GQ AIOO CFL CR. lOP Co. BASE PLAN POILYNWOK PF1a£ SF AI TACK pi, UNIT fl T IF I ND lfT) SLRF. COURSE _ _ (IS1 FT! 1 IFT1 _ AREA SQUARE FEET S.a S.9 4.4 36.0 S0 YARDS PER S'AT*N 322,2 322,2 322.2 CLL YARDS PEN STATION 21.5 21.S 16.3 IRO.T TONS PER SIA71ON 2.48 2.49 D.RI 0.55 TONS PER STATION 4.0 ALA •I.A GALLONS PER STATION 16,1 STATE PRO,XCT NLAABER SHEET 40. SUMNLARY INIONTANAISTPP SO-2t2S1/2 1 3 SOZEMAN-FOUR CORNERS NEW CONCRETE CURB AND CUTTER .STO. DOG. N0. 66 ) SEEDING (SEE SPECIAL PROVISIONS) LINEAR ELE1 5c.r STATION CONCREIE 71 PE *A*CONK- VALLE' GUTTER ACRES ACRES ACRES REMARKS STATION CONI311TON REMARKS CURB AFq GUTTER AEOIAN CIJRxB t6•/NR(YI AREA SCUD fEKtIL12ER �� 6EEOBEU iPow TO .Eft RICH LEFT plGFtt FROM TO I.O.I NO 2 np.l CELLULOSE 1A.2 NO.t N0.7 FIKR NULC- rANLNF 6 CONES _ • 042+79.T Q4142 PIC..1-"0 N.,i-ftO'FLA 4'EXi.k _ �i • _ NG.1- R. I- 'R 1- -R. 0.00.00 30-•00.00 2.4 - _ 2.4 - 2.4 2.4 �0 tW ADO 325.21.E 1100 d _t_ 4 R. _ is-00.00 60.00.00 3.3 0.2 3.3 0.2 3.3 0.Y 0.2 3.3 - I 26.94.11 333+IS,t it" INQ.I-SO'R.4 1- 6.25'R.NALL ACCESS RD 60-00.00 90100.00 - --- _ 3.9 _ _ - -3.9 - --- 3.9 --- - - - -3.1 __ 90•00.Do 120400.00 2.7 0.I ?.T 0.1 2.7 0.1--- 0.1 2.1 3A+S],54 • 1. - - NR.I•60'R. t•40'R.6 1-]0'R. 120400.00 150+00.00 310 _ 3.0 - 3.0 - - - 3.0 --- • 4,3-_23, T29 INCL.1-21 R. t- 'R.1, 1-15_R_ 150+M 00 140.00.00_ 216 0.1 _ ?.6 0.1 2.6 D.1 0.1 7,6 -_ -- - • • T -O -111G N T 140+00.00 1 2'0.00.00 _ _2.2 0.2 2.2 0.2 2.2 C.2 __0.2 2.2 15 ; aT.9g Do 1 _ _ - P45LIC App. LT.-COIT II0+A0.00 240,+00.00 2.3 __0.1____ 2.3 0.1 2.3 1.1 0.1 7.3 •e 1• 7 - 362 N 'R,6 15Q'E41.S.LEti 240+00.00 It T.00.00 2.A - 2.4 2.4 _ 2.n t5_ .00 7 - •ICL1.251Y I•TO-4 1.2S-R41 TS'EXT.S.LEG 317100.00 _ _ 346+6S.00 2.15 -- 2.5_ 2.4 - - 2.5 +0 4.7 1755 _ - NCI. t-100' R. _ 346.65-00 354+00.90 0.6 - 0.6 - D.6 -- -- - - 0.6 - - • -393�!!5. _ 9/_13 NCL. 1- ' R, 5 1-20• R - -- -- - --- - - 4r-60.00 354+09.2 . I.16' R. 9 O.7 2T.9 0.7 9 MMx INL N __1LA_ ON, _ - _ w M _ 0.3 0.3 -_ _ - - - - 0,3 so 1031•e1.1S to44*44,FA - - 1.6 1.6 1.6 1,6 n.LEG. A CORNERS INTERSECT +91.32 4 .11 450- - - _ - INCL. 1-504 R. 6 1-122' R _ 612+10.00 610-15.00 _ _ Os --- - - - 0.5 _O.S - - _0.5 S.LEG. / CORNERS INTERSECT +47. 1 - - INCL. 1-64' R. 0+00.00 10+TS.00 1.1 - 1.1 1.1 1,1 iL LEE• 4 CONNERS N SE TERCT 39+51,00 42+30.00 _ _ _ 0..1 - - 0.1 0. C,-, - -- ACCESS OW LEci_- TRAFFIC ISLANDS - - - - -- - 65.1S.00 T2+30.00 0.1 0.7 0.1 0.2 _ 0`t 0.2_ G.2 0 1 --- ACCESS ROAD QKmT +5C,IN !9].f- _ INCL. 2-2' R. 1-4' R. 0.51.00 4-59i4 0./ c.e - 0.e 0.4 COLLEGE STREE i 201 IN ' R 1-4' 36.75.00 9.1 INCL. 1-10' It. Sue TOTAL 4.4 0.3 A. G.3 4.4 C. 0.3 4-4 ADDtTCNAL OUANT114S S.'t3-TOTaL 'GYRE 32.3 1.9 1 32.1 1.0 32.3 I.D I.;; 3?.s TOTAL •r OLUNIES IN7N-OTY fIPgEOl FROM CITY PROJECT 41•306 ••EST UEC STATIONK SEE CITY PLANS FOR STATION LOCATIONS 6 Uf TALK. A STATION OIR OF OROER •• O„AWTITES'NON-..ITY FUNKIDI FROM CITY PRCACT 94-"6 SEE CTY PLANS FOR STATION LOCATIONS 6 DETAtING. NEW SIDEWALK tSEESD.On..Nc.cs, TOPSOIL STATION SD.YARDS. 500-ARE TAROS NEM CONCRETE SOE4A•a 41D1N CU TDs REYOYE r • 6' CA.ICI STATION CUBIC Y YARDS SOE4Alx FEET YPE ABC REMARKS F ROM TO REMARKS FROM To LEFT IKHT LEFT RIGHT 0+00. .DO 1293 1092+T%T 1412.9 RMICI. 250 6 90' RADII 6 36' EXT. _ _ • 7 t _ LTl _ KI., 5Q,.-5_2SQ' RADII 6 ISO' EAT. 30.00.OC 90+00.00 _ �MQ •y^Q - 9 76 _ 25C . 60 ►15 P4 R .. 6o-too.00 20+00.OD 2459oes �20_ _ _ • S. 47 _ _ _2i_RADI a• ITS' EAT. 9D+00.DO t?O+OO.OC _��39_ z9D.00 25t21.62 _54 IL 96_- INCL. SO' RADIUS_ 17D10 .00 _ -J 50+00,OC 1604 - - - - - 15040CL 00 140100.00 1994 309100.00 32i• _TIES 12 INCL. IOC RAI I OD40M 00 210400.00 125D ' 7 - 345 -11- - _ -INCL. 50' 6 16' Wit �uj 240400.00 1264 ---- - SAI I"+ - IO/ --- -- _ -KL. 60' 6 40' RADII }17+QO.OQ 1"I 96.-OQ_ 43123.04 1' 4.5 1 J,346165-00 19?T . 313•/5.DO �O 1.6 51 L20' RADII _ 368400.00 306 'T T 57i_-. -- -- _ -_-- INCL. 25' RAONJS 6 22- EAT, UtbO._OQ 354+ 60! _ _-l0 - _ INCL. 15' PADN, ➢.-00- __ _ TRAFFIC ISLAND - R1. T 1 MIN LINE OO _ _ _ RAF c IC KL AND - RI- _ Iw 44 1 4 N.M. 336+75.00_ 40 -- - ?IC ISLAND LT. '03t+Bt.15 1014.4<.65 NA /. A CORNCRS_INTERSECT. - - 6t2+tO.00 I 614/1S.00 244 _S.LEE. A CORNERS-IVIEWST.___ --166 -- -- - --- -- - # _ 0100,00 W k_ _ 1T5.00 _ 600 LEG. 4 CORNERS INTERSECT. -- -J.0 - _ _ 00 39491.00 42+30.00 32 ACCESS ROAD LEiI__ _ - 133 _ t11 5 65•IS.00 T2.30.00 132 ACCESS ROAD RICHT Se4 _ -- -_- 411 0-SI.CO l 449.14 432 COLLEGE STREET y - - - -IA -i -is $i4OTAL 210E ADDiT 014AL 'Q"OIL TOTAL 2TfiA 3TTfi 234 433r _ nT 65A" T TOTAL I T 4 FOR LOCATION OF 6' SDERA.K SEE CURB OPENING iIS'E0 ON PLAN WETS ♦• DWNIITES /NON-CITY FU+D(0)FRON CIT1 PROJECT 9A-3C6 •• SEE CIT A06 FOR ►TATION LOCH IONSCITY III DE'CT tItti. A NEST LEG STATIONS SEE CIIT PLAINS FOR BARYON LfKAT10A5 6 OE'alw1: 0 INCLUDED IN ADDITIONAL SLIIFACING iRA►E SEE CITY PLANS FOR STATION LOCATIONS 4 DETAILING. GRADING CIE PEDESTRIAN RAMP RAILING PAVEMENT MARKINGS CLAC YARDS STATION fR L NF AR FEET • SPECU4L FROM TO REMARKS STATION INCI. •STREET REMARKS PEE TRAIN 90RRDA _ _ ITEM UNIT TOTAL INTERN FNM,L EA[. 0+20 1.0T - of -DEFT --- - - -- APPLC.Aidi APPluTIO1 0+12 _ 1+07 95 RCN7 -- - 7193 3+64 75 LOFT _ WOO.00 - 1431E 14315 - ?+/3 pit -- -44 RIGHT YELLO• PAINT GAL._ 424 424 - -- t0+T3.33 - GAL. 5216 2a -- 6219 Will - - - - .GYRE 345 WORDS /3YN1/CLS-PANT GAL. 36 36 2?12e.4S - - - - - A ALL REPS SUCH AS Cl. 00' CONCRETE fFOR CN6C'�NENT CTLINL'LI+SI, CURE Wlb!NG��OII�AIN7 GAL. 44 jj -- -- - --- PRINT. I.S SCHEDULE AO PIPE. ETC. NEEDED lu (WSYRIXT I+L7 F;oL51HLAN TFLION PLASTIC-74 410TH 9091E 7047E 251401 139549 RAMP RARING AS SHORN ON T7E DETAILS ARE PICL�OED IN THE UNI+ BID PAL' TELLOR PLASTIC 4'4107H L.F. _ _ IS44 1646 556a00.10 - -- FOR 'LINEAR FEET' OF PEDESIRIAN RAW RALING, LL LA -4 nl H L.F. _ 2 44 SLB-COCK t IOS10 2Oe7c 27C935 U95A9 w PEOESTRNN RAW STAT17/NG - SEE Dr-.AtIN•QTE PLASTIC-24'/DTH _L.►. 659 -- WHITE PLASTIC-4"11101H 1. _ _ 3527 3527 TOTAL 1104/0 7173E 275405 IA30/9 WHITE PLASTIC-4-111I0IH __ L.F. 1 46 19463 VOIDS 6 STE00CILS-PLA51K S.F, _ _ 2269 2261 ♦STREET EXC.AL vIRON ROviS10NS 304+IOC i0 ENO OF PROJECT. no SEE SPECIAL TEMPORARY PAVEME RAA NT RN.KS NLES •39.0 ROYt • INCLUDES OUANTTIES FCR 3 APPLICA7,04S ON ALL FOUR LANES. t�IATF I f-HO'JL1 µ1Yl><K SHEET h?. lAONTANA STPP 50-2125tS2 •4 ST T Y 501EMAN-FOUR CORNERS ADDITIONAL GRADING ADDITIONAL GRADING ADDITIONAL GRADING STATIC" A►PRO►CN CA< IARCS STATC-4 403K `AROS STA-gN APPP�"Cll C,RIC IweIS REMARKS "°`ROTE" REMARKS PATH REMARKS /R'2M TO PfJ'M EJcC. frB.• FROM 10 RpiH EXC. CYB.• iR.^Y 10 a LAC. fIA3.• 6 SOUTH LEG OF 94TERSECTION - - -- 611-16.M 616.IS.LO 19, 415 w`LINE SOUTH LEG CCNN. - _ 93.75.00 - 24 5 50 PRIV.AP►.L7,- TIP; 5 _ 276#64.00 YI IO 45 ►Rn.A/P.R1.-_TY►E A a 61t•10.02 E10+15.00 SOS S. LEC TO►SOl REPO. +20. - - - - --- 226+6S.00 _ _ 24 _ 5 _ PRV.APP.11. T1►E A - MISS.00 24 -6 - SO ►R n.APP_Rl.- IIPE A '7 614.71.00 - - --- - - so 10_ t� _Prt. Apo._Rt,•17► A_ 103*30.00 -111410.00 _ 'CIO - �5 VIRCAigw OIIEn 41. 232+45.00 21 +0 50� PRV.A-P.01.- T1PE A i 615•SO.00 617+S0.0: 60 D0.R. --Rf, 10)+50.00_ 21 5 105 PUS.APP.I,T,IL?YE EAhf 1 _ 233153.00 45 PPE llRr\T. 6tL•20.00 4C ---10 60 ►Yl. AM. LT.-tIPEA 103471.00 _ --?4 30 i0 --PRIY.A>P.Ri.•tYPE6 _ _ - t3)•)3_00 t34+39.00 _ _)0 RtR4AtYA0R[Hlt. 616+20.00 _. f30- 20 PY . APP- RT.• YPE A 101+55.00 _ _ - S PPE BERM IT, 234+72.00 _ 24 10 640 __ PUS.A/►.LT,IFERGUSONI �STr7 I L1.51.00 10 2+H0.00 _ 24 5 50 PRh.AP►.RT.- 1T/E B _ -- - -- - --- -- - - - - - - - - _ - - - t031.11,tS _ 1044•94.L wlS toss Is 6M NE REST RAY LIC COAR. _ 117N9_00 _ 74' S 4S P .Apr.RT.- TIP[ A 246.T0.00 1 PPE OE�r LT. ION•N.15 t?t4.ii.65 1255 R. LEG TOPSOIL REP, d5>. 1034.60.CO 103?+!0.03 I0 Ot TO DR. -!A. L1. +5 _ 10 ORCH 6:13EA AI. 10372.L0 N B SS PV7, AP►, all-T•RE B 120.06.00 20 DUILET DITCH LEFT _2&1469,00 _ - - 120i66.00 - - 142.51.00L tits 60 _ IRR16A'ICAI D11CH A.. 251+69.DO 506.23.DO i0 Co.-10 DR. 121.42.CO --- 45 PPE BERM LL _ - iw-6.0 _543.12.00 _ 1'0 OR. CT, IT. ► R1, i3C•36.00 S 13 OR t1.A.P.R� S 4EII EEC. Ebb.• 1042.60.02 _ 30 S 65 ►VT.APP.L T.- TYPE A -- 1042.50.00 40 20 1DO _ ►VT.A►P•PT•• TTPE A 134•4C.00 _ _ 10 5!0 PRir,AP-.R',- I'PE A SON_40.00 _ _ _Ito PIPE BCRAIS LT, ►OM 139.EC'00 10 S75 PRII.APP.Rt,- 11►E A )06+72.D2 _ 24 is - PRn.A►I.RT._1T►E B -- - 14I4e O.00 1!0 PIPE B[_RO LT, 313.32.Ot 24 10 KJ ►Rh.A►►.LT.- TYPE AN13AfN Lf N ERSEC U � NS-54.00 � 10 1 S JONT PRIr.APP.I ItPE+06.00 1C•i5.00 3255 !NO wr4lM NSt7N RAC Cow. I4N40.OO IO 765 PRn.A►.LT.•1TP[ A - _- t•00,OC 10.75,00 ISO N. LEG TOPSOIL REPL. 425Z - 1+T0.00 f)0 t0 7C ?VI. AP. l WA 143_+54_^CO_ 40 t0-- -- -00 IA n,APO.AT,- 77K A 31T+I6.00 __ 60 26 1S PRM1.APP.LT.- IWE A I.10.00 SO i5 6t PvT.A►P,RT,• TIRE A 31 •60.00 .20.33.00 920 _ S DRAIN LRCH AT. 2.51.00 iC•TS.00 25S G!6 IRA CT. 6 DSVERSON 6ERM AT _ _ _ - '--- 149•42.00 _ 1_50,50.00 4S DUT.ET D11CN LEFT _ _ �6+75.CO 24 IO 40 PVT.AP►.RT,- TILE A 1SO+04.D2 5 OUTLET DT LT C19R ;vER [IC 1 )20.53.00 322.20.00 S?0 10 ORAw OITCN RT- 1.97,t0TPE A - - - �- - +50•T1.00 ---- 24 S 9S PRn.AP►.Rt,- TYPE A 326+13.Do SEE DETAL its PUB.APP.L1.1WLLLI L stH6.Op 151•61.00 45 - N.[T DITCH RrHT StN 17.00 SEE 01TAL _SAO _ 9SO ►L41,A►►,A7.K%LECE STI 1*52.00 4t _10 55 ►VT.APR,A7,• Ti►E A -- -W"51.00 155406.00__ __ 30 OUTLET DITCH LEFT - _ -- -- _ 1.52.00 _ AO 10 100 PVT. A-P. L1-T•6E A 153.06.00 1S4.49.00 %is 20 IRRIGAIGIt OIICH Al. _0 0+51.00 � 4+51.16 _ _ _ _ 540 COLLAGE III TOPS.L RE►l •25Y. 2.7T.CO-_ 30 35 PVT.APP.R7,- TIRE A - - _ - ® 3.3T.00 30 20 PRIV.APP.LT.- TIPS A S+6T.CO 24 20 SS ►b1.ARIA.RT.tA400►HEAC IRA L 1 0 2+60_.00 41-W IS _ _ it SLOPE OLENJNG LT. - " S•7',OO 24 ?O 60 PJ1.APP.LT.t%ItDHORN LANCI 154*43.00 _ Ito ►►E BERM II• 333-SO.0O _ 40 40 S JOINT PRn.APP.Ri,• TTIE A _ --- - -- --- 154-40.00 - 74 SS 95 PJB_ARP_LT.L 4•.I=Of"HILL 1 )73+54.00 __ _ ¢EFQE'AE 210 PRIV.APP.:1.- c1PE A 1.0D.00 10+00.0C _ 20 4 GRA T RAN AHE LT L Ri _ _ --- - - - 336-51.00 SE C'EiAL 10 130 J2N7 ►AN.APP,L1,- TV►E A _ 10•00.00 S OUTLET ORCN LEFT _ 155+?5.00 15T+20.00 _ _ 210 SLOPE 'LATTENNC RT. 330+T0.00 _ 30 t0 9S p*'V A* LT.• 1TP[ A Il•?t.t0 _ v 24 55 100 PUI•AFP.L7.6 RT-IMRCR.EAO TRAL1 155+46,00 1ST+06.00 1]S IRRIGATION DI';N RT. 379+90.00 50 IS ?S PR V.A+P.LT.- TYPE A 15+1T.00 3S OUTLET 0?. LT. _ i•00.M 24 S 1t0 PRIV.APP.LT.- TYK_6 1SEN0.00 IS7+C0.00 t0 OUTET DITCH LT. 340+2 .00 40 I �YO Mh,AP►,RT.• TOPE A 20+99.OD 74 40 160 T._k f•TT-." .. Cr 'ML 1ST+T0,00 --- - -- 21 5 TO PR n,APP,RT,--TtRE`A 31 D+YS.20 - 10 NIEt IL OUTLET D1_,RT. -- - - - - _342#76.00 SO _ 30 PA IV.APP.L T,- I A 24.60.03 24 S _ 110 1RIV.APP.LT.-17Pf B(JN7 U511 _ IS9+W.00 __ 15 FILET 6 OUILEY OITCH 343.53-00_ _ 24 i5 _ PRIv.A►P.Ii-- TYPE A i-I.A.D'J 24 S 120 ►Rn.APT..R�.- TYPE A 'b1•CS.00 -- -- 24 S _ 40 PR n-A►P.RT.- 77PE_A 344+25,O2 40 93 _ PUB.AP►.R7-%1AWESSIONK I _ 6"--Mt..00 24� -10`_ 21•11.00 21 S 160 PRtY,APO,RI,• TIP( A _ '62•43.DO _ 24 S K PRIV.APP.RT.- T\PE-A- 346.13,00 _24 10 10 PRb-A"./T.- T\PE A 163.40.00 16)'464.00 5S 50 IRRIGATION Dt7CH AT. 346#10-00 _ 40 15 SO PRO.APP.LT,- nPIE A _ IY+'.b.00 245 4° ►RIY.APP.LT.- 1Y►E A - --- 350-M OO 40 20 S PR4�A•P.RT.- TIP[ A 33. 0."0 24 S 65 PR IV.AP►,AT.- Tt►E A --- --- - _350-70.00 10 IS 40 PRh.AP►.L TYPE A 35+!0_CO 24 S 5S ►P IV.APR.A1.- '111E A --- 16T•36.00 24- S 240 PRn,A►P,Ll.- TYPE A 353+00.00 49 20 _ PRh.APP.AT.- TIPS A 31+10.C-3 _ 24 S 110 JD�NT PAN.AP►•P.1 - IYPE A _16T.B4,00 IRS+S0.00 - --665 IRRKAI4] 1C V O1N R1, 354•55.C0 --_30 10 95 PRIV,AP►,IT.- 7-PE A- -- 31.50.07 24 4S 60 ►R r.AP0.R1. TYPE A _ 16040.00 24 S 160 PRry.A'P.Ll.• TYPE 5 _ -- -- `364+80.00 _ --- 40 65 _ _ ►R IV.APO.RT.• T•PE A 31.44.02 4O. 0.Do 90 1S PECESTRIAN RAW RT. 169+50.00 24 5 14S ►RII.APP.RT,- IYPE A 3.@+?0.00 40 50 PRn.AH.AT.- TIRE A ]9.56.00 4C•SO.CO -- '0 GR. 10 DR. BA. RT. 162-00,C* 24 S 220 _PR IV.APP.01.- TIPE_A_- 358+70.M - 40 SO ___ ►RIV.A►I.LT.• TYPE A ---39.91,00 24 ?S SS PUB.APP.LT.IMO%FORTON SCHI 110.59,00-- - 40 10 TS _PRIV.0P.LT.• TIP( A -- 31.11,00 4 +16.,A 20 I10 16 ACCESS RCAD 245 LT. - - _ 110.50.00 74 S SO_ PPN.APP.At.- TYPE A -- 40+03.00 42.10.00 40 AMPID.LT.70P5CL REPL.•25E 11042S.00 _ _ N 10 45 PR h,APP.RI.- TYPE A 0+06.00 SSa•00.90 101T MA NL NF iDRSCI REPO. •YSIL 40•0),00 40+50..00 14C PEDESTRIAN RAW LT. _ 20°.50.00 N 5 ___16_0 _PR IV.A/P,L1.- 11PE B -- 40+20.t0 r 42.20.00 r 420C SPEC.FLL AREA LTESEE NCIE SHTI 202+82,00 203420.00 _ _,_ _ 31, OU7LEi WWII -- 4t•00.00 21 1 5 1T0 PRIV.APP,RT,. TIPS A 203+20.00 _ 206.44,00 2'60 DR. 01. 07. -- - - - _ 45•A 09 24 SJ 10 JOMT PRN.A►P.RT.- 1T#E A __ _ _- - - F1=^ -- - 706+03.00 24 40 460 _P,re_Pp RT. I[0 70 RDOOII - `� _ _ _ _ - _ ` - - 208+50.00_ 712+C-D.C13 Ito DR. Ct. RT- --- _ - -57 - .2Y.00 24 20- RAN. 1 E AM LT. -- - � - _ IV.Or. TYPE A _ 22+50.00 -__ t0 _ - PP_ BE __- _ _53-22.00_ 24 10_ $It PUB.AP►,Al,(COBS NLL1 714.OS._ 00 24 10 215 PRIv.APP.LT.6 .•.- hPi A S5+A.0.00 ?1.50.00 120 150 RUN-ON ONERSON CONTROL AT. - T 65•'5.00 72.30.00-- -- - 24 1CI _-ACCESS ROAD 110 Oil. _ - - ---- - - - - -- - - _ 216+65.OD t0 NLET DITC. RI_ _ WIS.= i2•)0.O0 _I(IS_ ACC.P2.01 TOPSOIL REPL.-25t - - 6N 75.00 24 5 40 PUB.An.RL OFF ACC.RO. 216.00.00 60 IS 665 PR.IY_.�,PP.It=-PE A160' �0►) _ 12.42.00 24 ]S '30 PUB.APP,RT.IFALCO%1 LANE) 220•05,OD 221411.00 -- - 35 - - -IbIEI Ot1CH All. T2.05.Fl+' - - - --- _ S _ _ _ _OUTLET QIICN tEM - 2_20-25.00 --- - - 24 _ _5 _ 65_ PR'V.APP.RT.• T1_PE A - -- - l:.K.O2 24 S 210 PR/V.APP,LI.• TYPE A 221.11,00 _ _ ]S O.'%f.T DRCH LI, - -- - -22I.30.00 74 15 45 ►RIr,AM,RI.• TIRE A t0- -PIP['BERM LT. _ IC•46.00 24_ _ S 60 PUB.A P. .t.A►NV 94014 Lh1 _ 221,61._00 _- 90+00.00 40 1G '4S PUB.AM 17.AT SA AN[1 272+37.00 24 10 40 °PIY.APP.RI. TIK A _ 1 C'A_ • • 1C1AL 1CiK ♦ NCL.N IAAPL PIE RO.ACRAI Ou"ITI'ES ♦ NCL.IM AM INL N[ ROADRAT OU4NI IT LS • NCL.w wIKNE ROAORAV OUANI I•IL5 W COLLEGE STREET SIASON - SCE DETAIL s STREET EACAVATON FROM SIATOR 301+CO -0 ••IE END Of PROJECT w%01 INLL. Ih W rTLI-E RD4'111AY CLAN"'TES STATE PROJECT All9ABERI I SHEL1 NCI. LgN1ANA SiPP 50-21?SDD7 15 S UM Y BOIESiAN-FOUR CORNERS CULVERT SUMMARY RECAP W MAILBOXES 81 SUPPORTS, ADDITIONAL GRADING ttE tPLE•AL PNOY6o61 CMA[ TA3gS LINEAR FEET CIAC TAROS EACH 5As{ OLDD04 CL'�D� RPa� t1/t OF 1uPPol11 REMARKS STATION AP►RDALN .L, r StaEEt REMARKS U MD pot RELAY C YLRT a&7 ERA; CONCRE IE 110.Ddc. STATION wL"Es WIDTH ERC. Etl. rtO+Ai) CLLYLRT E%C. ,0.De SSQS037. 40.25 ILL/wLE SUOIL EEC. CL.I CL.7 NER O1 iR t0 70 1V CR. !6A2 71.31 I 3 TUIVJJ N i R/ /A• - RI. 1.00 - 5.50 30 S_ 135 _ PRI9. APP. 11, TIPS A i 4' ADP. 643 - - - J7.16 _ -/- 2 %Maui s - L 1._ •4,00 7 R'S1vtCN 1210 _ r:Aty,IyT VAMP_.-ai. •Ay! - 10 - _ GR. _TO OR. LT, ►RT. _ ]3. 0 • 2 10 - LR. '0_DR. LT. 6 Rt. 24' DR. 617 _ �t,» 1 Y nwyi •/. 5'ST - - 5 PIPE END FILL R'. -24• R. IOTO _ - s3.xa + - t TUIle4:T-Fa OPIL ,n - It. t..?i _ - PPE [ND FEL 11 -- SA S'PHOM I�j - _ 12•42 t -_3 IMM.I - lT. -16-17 - 6'D 7S2 - _ AW.t ? _ 4 TU1ND.�1 VAI/R. - U. _-- 76+E0 _ 10 PPE ENO FILL AT. _ - 33- RR. 246 _ _ 10.00 _ 1 _ 2_ tYl`K1uT - u. 2d•a '0 PPE ENO FILL L1._ - 34' OR. 546 It/•!! I Y Twivu TLw•OUl VAT pot. k AG•50 _ ?0 /IPE ENO F ll LT. t AT. - !6' N. tt! - _ 142+40 1 - 7 - --_. 5!•SI 10 60 plT,A'►.RT, T.C<F OF C--Deb HILL-� 4i[j1•PR 14,4 __ 1 0+7 1 _ 1 TWINY/_- L7. - - 20 N�Ei DT. a'._ 1!F•10 1 1 *,ANON? VAOPR. - AT. 46•32 - y PP[ CNO FILL L7. 41' te. IS.- -- tH.At - t t_ - tyNNZl.t--T 10 PIPE END F_ll LT. !,Or. A s,;,10% ?d_ _ -- I40.3d _ 1 t TWr�Qi I�APPR. =l• 120+86 j1 4 d5 ►RIY. APP. lt.-YIPE 0 A31'R. t!7 Y22.3t 7 4 TyU+O,,I .27-10 '.' - - - 45' IRA. 514 - - - _ - _ 13C+50 13)•00 30 SS 2� PRTv.p►�1- 1TPE A 4e S1PnLN 19A - __ - - 133+00- _ _ RR. OT. lT• 149#16 • 6'Ai ACE t6? .53.06 ISS•as T5 _ tPE END Fal a7. _ • 9 A6' •CD 216 _ _ - TA y )AC •RM?MD►RRT TYPE A •• •.•.9t'RC _IS6 _ - - - - - •53•TO_ 2a 10 60 • A'O.,C.IRON 1244L _ - - - - _ IC an.O.D--•-�T.-Tip,A iH R1.D'i S ►EI C. 54.92 N 6' •Y< 54 - _ _ - _ 1ST+70 - 159+02 24 5 9s PAR', APP. RT.-II/E A « ---. eY - _ _-- - 166.20 130 SLOPE fLATTIEWWC T 16t.Z0 I69.00 - T01A • PRECAST RENIDRCEC e0A CuLYER'S GUST WIT SPEC. M259.111, SEE OEIAILS. _ 164,4! _ 190+?2 1+0 GR. 10 pa. et. ►T. ar 9"A91• vRE CAST RE FF ORtEO COAC,UAIDE MASS 1C1.31 R'•• 2 SLOplo ENO UVOAS. TOTAL tl• 4• Sd 'Do•so 24 S 4e0 PA. ML L1. ITPE A 2IT+20 233+40 20 1740 IRA. C7. lT. • LL-.t MEET AL(RTCAN NATIONAL STAICARD FOR MILE IRON PPE-ARRA CI51. • PICLVD(D N TIE COST Of MMI.EOA - 2s _ C.A. TO CR. eK. 11. N tag ;5 PVC •SFE SPECIAL IROYPSIONS 221+it 226,00 306.23 - 10 PIPE END FCC LT. It 07. 30c+?J 300140 115 15 M. of_ R1. - 301v00 30e•71 to a, 10 D _ La ea. AT. _ 3a•DO - ID_ W._To_CR. LT.-i AT. _ 3D/+91 309.50_ - - 1S _ GN. 10 DR. eE. at, 110•IS AO IS 1]Q PR:Y. APP. L1.-TTPE A _ 316.00 31 T•tD - 10 _ LR TD DR. ArL Rt. 31t40 Jt060 15 LR. 1O DR, eL. LT. STORM DRAIN _ 11cN!___ 731+00 5SO 30 1"frLOPE ecENDNG t DAL 01 RT. 330+DO _ _ 331-16 190 35 IAOf ED SLOPES t C�L9 Flll LT.. - STORM tugs MEN Aw[u 33••)4 135.91 1t0 _ _k to A1EDR. ACCESS RD. l7. L PIEAR PEIT NCS "IC TARTS •NER NLE 11 IN.ETS Ff[T NE• 344•T2 3.6+52 - t5 - GP. TO D9. Alt R1. - .'ATION CA1C� SIC. S WNHO.F.s SLC'IF0 REMARKS GEIAL RCP RR. CL. CLASS SPECiAI SIC. OM.- N0. 51 ;g I_;J- - 20 KET D7. ILL - WAS NS , TP.ENC•• Rg q^P CR�� 20 DUTI[T Dt. Lt.-- Do DES4N 3'.3••5 12' td' N' i4' Ad' CONCRf`E EXC. P• tl ' An• L4- 60' 66' 12' 66 IOW' 1T t!' IOSI+i.S YA - ID IOE VIED.-PRry.APo.LT.•lt►E A•JOwT _ E p:Y TO 11. RT. LT. AT. L1. AT, pATY.AP►.RT.-IYPE_A +033+05 C RCS1 .FL - - •pA1.9C __ _ 1 _ - - 103_A•15 'e� :O 90 R.LEG. Pa IY.APP.Pi.•TYPE A REST LEG Aw1N.NE 103T•42 24 5 145 %.LEG, PRIY.APP.LT.-1/P[ A 110 - _ _ 45 - - - NORTH LEG _ - 0.10 AWN LEG LTA_ TOTAL 4? a70 - i•11 - so 10 - ' TQ EAST LEG R7. To 5 - - LAST EEG RT. Y NOT ,NCI uOEp .N WINL WE GUAAT'ES ■STREET EACAVATON FPDM•STA'IDtI Sa•00 10 T14[ INC a PROJECT 2•D^ _ _ S•40 _ 324 90 _ _ _ • CO.LEOL STPiET STAICN-SEE Oft AI •NCniTH LLG STA'IOVNG _EAST LEG AT. • -20 _ 5 t - - -- _ tEL1K NE_ 11.40- 4 -- 60 36 t -- _ - WAR.HE - Ts 12s•70 _ 36 - - - 10 -- - 1 1 _ -- 20 - MMM NE 325+7Q_ _ - -- -_ _ 6NKINE - 3t5.2C 326•Sd I 9! - - C lQ�EGE STREET 0•6R_ tD SQ I - IRAIK NE _- 326•94 -- S6 - - 20 - 10 KLIK N[ )z6 6i - wwLNE RUMBLE STRIPS no-as- 31a" 3D 27D - _ LMK14c LwiKnt STATION •MILES REMARKS SIC420 3134It 79 20 -- - -- MN NL INf_ - f ROMTO - - 36 40 - - - YD W P•L NE ITT _ - - _ 3)!•�1 - --_ _ - - - - - __ - VAN.NE Gr00 304-90 9.6 335•90 2t4_ HIS -WNl NE 3)5.90 S6 -- - t 1 - tD _ _MM 14,-141 _ - - F7Y90 SV•50 - - 26 70 - - _ - MPNI&E _ TOTAL 9.t S!D•"_D !t 36 SS 1 1 IO TO MAP•LNI•hgTTEO ITW.20'lT. t t0'Pi 4 33d.Et - -- - - i - _ _-- •SE C SPECIAL PROY151CIIIS __ _ - - - - - - - VAP,L Pit 1)1.!0 343.15- _ - - - 4�-- 1 E_ 1 __ _ NAK RIE 341•h 12 _ MM NL THE Sl 07TC0 DIL 10•LT.t PIT. MMIK NE -- 3A!_+'SU-70 3S - 1 LN'NJ NE - sot•'c SUB-EXCAVATION ILA INl 6d _ CUDIC3S:•00 Tt - _ - 41) WA•:NL - SL071E4 OR. 20'll.►At, cTAT10N IA REMARKS 6NIN.NC 0.. CtCR . Tam06'?•EC _ vuul �E - NNIGA1pA FACIRT 41. _ _SDu1H LCL_IRRIGAI03 iACtTt Rt • 10000 O/yDo SueEx[.► 14P1ACF1fNT N-S L[Lj COGO 6TS00L„c1i� 9T 266 - 17 ID 1 I •C• c0 I TOTAL •SFE sPLCNI PROTSR?•l • YF F1 tAn STATE I PROACI F iMSER SIEET NO. SAT a RV MONTANA STPP 50-212Sl62 Ii 4 s BOIEWAV-FOUR CORNERS CULVERTS CASK DO nErS pPTws I NEM FEET CLDIC FAROS Cult 10*s Cub[ 7ARD1 CtA'I[ TAROS �4:M7 StAI OM CULVERT (Np DO AL UN 11A1Y ENO of SA[• RF 60vt REMARKS lE00{t0 U. '4'J' RPRA► CW.RCTF tEDONG CL.'00' Al►MP SIM ►►E t[DOMIG C..'CO' RPRAt OLDO04 R.- RPRAP COVER ►pt lC1A:TN RCIAT WlV[Ri flAttxw LOMaCT[ STD. M. PPE [Gl lilt StCTO•LS VIA I E R Nt COACRE It STD.D11C. 22itA VY COW COAI4.0 SE Ci Oki N61ERIAl[0•[t1ElE STDA1t. PIPE CDAIM S(CtOK AMtiP1.K;Of4C1ET S7D.016. N apgE CLAr[1T a CIA TENI {CA000 S'D, DEC. STD, CRC t'D- 25 $10.01C_ STD.OAG. 11 2E SIDZ►G. sloza'.. No• 2S 7 b E V2`L0•0. STOZOr. SID.D•C. NA 29 im PIPE -a A;{ 4140.WNW h/ lT- Rr. ND•41 A10.l0.32 CL.I lt, PT. N0.10 N0,l0.11 Cl� LT, A1. •0,40 N0.30.3- CU t0lt•SS to Sp' •S t1 CL-2 IITs Ftts '- 10`-0.064 f i- T -- 1f•_0.060 FEt FETS - - 2.o _ APP,DR.P►t L1. = foil•Ly i�' So •S I! CL.2 FET FIT 14 -0.064' _FITS IF i1'-o.1)60 _ __ fit I!T _ ?.0 APP.VOL PPE AT A 1037.51 If 42 _ 29 It' 'L,2 ICT fiT _ _ _ - - _ 1.2 IS x )T RCP Apr,MFP ot. 104D•66 74 a •9 __ __ _ 24 Cl_2 _ FETSrtt 24--o_064• ins Fit 2• -o ao _ 4.4 24'. 60,RCP ILL. OR, PPE t042.41 _ 20 _ to !D'C1/ LASI.oP►.►tK Nt, MAIMS to 62, a It' CL.2 2F�ETS /Ell -- - - - t1'-D.ON• Fits fill -- - - '{ •0.060 TET Ft*i --- _ _ 1.6 A/P. PPE RT. 1042.50 It• 5i� - a - - Ia, CL�I - -.T. .Lt1 tE75 11 -0.06�` fill SET '1'.0.060, %FT FE75 2.0 _ APP.DR.►P[ 1T. a 101li76 1$ Ji•x 62 C01�. EXIST,AM,PPE LT.. CO•l.1CPiCW • 1014414 11' q - - - •9 I! C�2 - -- - iE�S-ifi5 tt -0.0N' ---- f(11 FiT - --- -- t1••0.060' FET FETS - -- - 1.1 _ �V►.L•0.►PE 1T, • 1 7• !0 �5 J 1� Cl.7- FE15 FETS It -0 0 fits tits It •0.06p• fillFETS 2.0 App.DRPPF LT. • 10)T•S2 It p1 42' •5 tP IRR.CL.2 Fits FE 1S - - 1.2 APP.IRK PPE LT. - 612.40 - 114-10 55 - - - - -- - _ -- -- - F4 I.)OIi'[OMB EX IS7.PPE R1.- C01AS. PC►rCuP-�._ •T4.21 _ - -- --15 - - -- - - -- - - - - - _ 24 x 14 PCP EXIST.NAP.I.tkT P9C It It i T 4! P 5 t! C1,7 FITS Fits - - - 1.S APO.DR.>PE AT. 616'!O 1t -- - - _1!'>_6_t'C_N_ EXfST.A►P,PPC 41. $16.55 IS J 1!'X 62'[4P )crsT.AP►.pPE ill. i.63 _ •p - _ _'I h x 14'CAP EA-ST.APP.►Pi LT. - 1.70 FI 56' _ •5 It' CL.2 FETS FE71 1!'-0.06/' Fitt FETS Tt�•-0.0f0' FillFETS2.2 APP. DR. ►IRE LT- 1.10 _ I/' i6� i 5 il�CL-2 WS FE's - --� - - - - --- 1.2 APP.DR.PPE RT. 30 - - _ - - I/'. TT'CV_ ExET.MI.PP[ AT. 6N7_ 10 - - - - - - - _ _ 21 i SST 657.A•/_P-, 6.15 14. •6' PS t1 EL.? ftll FEIS t{ -0.0N FIT) F(' to •0.060 ICT FET 5 APP.DR PPE RT. t.11 60 _ I1x�_ SL't•P CAKT.►M.PIPE LT. 4-11 11 1P _ t►9 _ _ _ it' CL.2 _Iris_I[is 16'-a.ON' FITS F[i1 16••O.OED' fET Fill _ _7.1 wW,pR.PPE LT. • 1.00 It'pp T54 •S- 70 Cl.? FETS iE'iS N-o.O-Nr AM,pS_PPF RT. •4.00 11 41' •5 It CL.2 _FITS FETS_ _ _ - t-2 APP.DA.PIPE AT. •6+t5 is-AIR 54' ---- •9 1! CL.2 flTS FETS ?4 -O.ON' ills fit) - - - - -- - - .2 AP►,FR.Pp{ qt, -LiAj7CTNE - _ - - ``" 24 X 1 66 CIP AlL, ►IPE - tQn t.S2 _ 'a._ 64, t9 - It''CL.2 MC[1 UFF1 - - - -' - -- - - - - '.S _ t6'X 66 C6P APP.DR.PPE 1T. elf _241 4' :1 t5 I! 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OVER 711 _ 11 C\ 2 RAt[7 IEI� _ ,f 'O.OiI AC(1 AACCT U •9.060 M[fT RAC4t 1.5 2 A2 eke AP►. DII. P/ RT, �71.6{ N'$I PNnN lit !0 _ is,OF.tt.2 _ iE7 FE1S f.1 '.6 x91' CLP WKNE SiPAN IS{! OE tAII t0' R S FEIs F(t5 -- -!'-O.Off J /E1 r[TS 1R•_0.060 _ FI1S 1RS 0.6 OR. PIPE LT, TIRO OPE OERu 772•)1 tf 52 TO __ _ _ _ 11' CY.2 RAW 'E1 U'•0.061• NACV RACET le'•0.OEO' ItACET MCE -- 1.5 :A ASP A►►. DIL iIE R . r --- - -- F---. -- r 22{ri♦ U 52 •5 ii R.2 AJdil CEI le -0.06• IAC(T RAC(T t1 -O.Obo AACE1 PAC[ 1.5 _ A►►. OIL OP[ PIT, 22f•TO S _ -- 12Ni5 11 s4 1 1��- 1e CL.2 W0•ACC1 to -0.064 RACCT RATET 11 -O.D60 WET MC2T _ 1.6 2)01iS 1f {2 10 16' CL.2 d.AC11 RACE1 ,6'-0.C61' _ WIT RAFET 10•-0.060, M_CEI RAC[T If A!t C1R' Y►, OR,PIPE AT. 232115 _ 11' --52' 10 16' CL.2 aACET PACE - - -- - -- I6'-0.061• CET RACCT IR'-0.DE0' RK[T RA:ET 1.5 _ 21'X2i' CW APP. DR. PIPE AT. v G� 2311 •.STP40N IK o6 a AN.CL.2 o•SC ffl - - - - - - - _ 615 14 Aft' CtAt WAmP1f SY-MN $SEE DETAIL) a 234Ki 36 16d, t 0 36 CL,2 117S FETS - - f - - 3.5 22, Li. WMNE�k. 211N1 ss _ -- _ _ _ -- _ _- _ ]6 X1•f COP EX. 6LL. DR. NCL ES W1NIOLE ta6�50 Is, S2' !{ i!' CL.2 di RACFT 16•-0.061' -_ RACTT•ACET '1'_0.060• PACfT RAC[T !.�. 1•XS2 CW M►. OR. PP[ R7, 246•TO 2A-w..V, LT2 17D a RR.CI.� -----^ Ffii F[IS - --- .] 21 Xtf' Eke WKOPE St P-CN IStE DCTAI) 255•1I 20 - - - - - - - 2+'x60' COP (X61, 1AAMK PIPE -16 - - - -- ti'7�ab A>?► GaT INE RT. - -- -- ]06.23 'A3MP jr'-E] - 175 _ _ 51 X31'RR.CL. FC11 I[I - ].T 6i'>16'X90'tEPA 6aK InE 0A. PNE 30{+10 Af 11;;T _151 270 V' RI R.2. - - -- .60. 41150. --- - --- -- _ _ - _ - -- - - S.T _ 51's57 Pit'CWA ►AK+4 SvPs*4 ISTE ;ETAl) -�01 -- - -10' TO_ 20 19 CL-2 FETS FETS - - _ - - - 1,5 APP. f►iE RERW DR. RT• 301+12 10 - - - - - --- -- to A36 RCP fx4T, ►Pf LT. )II-Is IS _ _-_ _ - _ - - _. _ -- - WXTf CW CAST, VAKK PPE ),3N{ --- I! - - �- �- - - - - -11'X52' RCI E161. APE L7. Roo]] !i•NA 20' • 10 ]6•NA. C1.2 SD iffi - - - - 1.0 EAIEN3 1AAINLNE FJL PPE 357�50- - --61 •12' 25 � _ --- - - -- - •C04UR ►PE !3S•SO 16 12 •RS le CL.2 IETS FEti _it-=� FE75 FEIS -- N - 0060 ii1 F�f 2.5 APP. on. PP Al. 1{�C1.2 FETS f(lS f1'-0, FCT fEl$ t{ -O^060 _ Fi1S FETS _ 2_2 _ APP. Oa. Pwf ►T. 310+25 ry• 51' R 10 lo' CL.! EE1S FEIS--- - - -- _ - - 1.3 _ APP. OR. PPE AT 311.21 T 66' 10 L{ CL.2 FEIS r[TS 1f -O,ON Eft F[15 1a -D,Doe 911S FEt 2.0 WISO'i CEP APO. OR. POE Al, !If•77 11' 42' •S - 16 h.2 Fl7S FEts - - --- - - -- 1 2 APO. OR. PIE 91. 3{2••R 44--M AI' SS 11 RR.CL.7 FEIS FITS - - 6.3 �T RT_ WAR' RCP Exl. ILL. P1PC•CD►M.10 STO DA.)SEE OIL) ••-Sa.c! u•RR sD'� - 020 u•RP.cL.t _ _ rniso -- - -- - - - i.2 -- R0.APE Al-(EXICA DS i.p'J AM.a 304+721 a sell 5•31 6' PVC 54, • 10 - - _ ____ APO._CONOUET LT.-6 -SDP 59 PVC TOTAL 41 60 5F1,{ 2i S 6 6 11T.E 26.5 0- S•�,! 5.O 57L£L PIPE ShA:L Of TFPf'A•- ritif ONVOMMS COATfA OA TT PE N IL V•A(MI;STEEL, S£f SP£CMl PAQVI50CM3 WP VSE r • t'CEA"YL R E' _aeon ARf SIrA°t 1T0® CVhFP o4 4aANf EAD CDAAACCrCD ri COA'C.•DIV. BCf. 5&#P. tCADRALL. MFAXATf.f,ELC CAST NBC;OR MC.ATA• FAARSIFID•, Sf£CAOSS 4MVI-S A I STEP AIDU • [uL6fA/ WAV060 toGioVED AftTmf wet W M4'f PAC FOR LOCM f(ET O1 PrE. @ ST'VON Wr OF ORM011 WAPFr1 --"ft f0A MfGR•ATl1RAL I%W% [S ORLI a 15 OUT NCJUDEV P1 CVLVFAT (AC, TOrAt S. 1000 COLLtaf 37MG TTATQAS ` STATE PROJECT NLAAM4 SHEET NO. SVl.i V 4DNTAk4 STPP 50-2425157 19 1 BOZEMAN-FOUR CORWRS DRAINAGE & IRRIGATION ITEMS aRK tARDs $a ros. }� � FENC ING ISEE STANDARD 9RAYNG SECTION foil STATION CLASS CLASS 1 BANK OTEA7EE r *DOS EACH LNEAR FEET EROSION - 4 REMARKS Do• RARDOW PROT. (DN1AOl Ari d STATION E Do2ER GATES CCw..Riit RPRAP TtPE 1 Ct. I L��AMe a TIP[ 7ti( •lip[ TYPE IT PIE TEMP. SNCLE DDIIBLE REMARKS 141T3 • _ 23.6 OU11E1 EOCE PRp . LT. HOURS ?1•)0 _ • 32 IN-2 ]j RO•I 4. OB-I F40 FS FENCE PANEL PANEL BA N C2 93 65.0{ !{.1 _ 44,7 - -- OU1LEi IDGI PROT. LT. _ _ FROM TO fS.I A DRA PI C.UiE AT. _ N M IN _ N 3,f -- - E.24 11+f 1 - 21.6 1 1 AT, i0N>a _ {2 ► •7TPE ]-IRR ON.60xt8.2'-6'1 - a t01•S{ 1.3 Sl_ P 1• T1PE 3 IRA.OM.tog 1 Y -O'1 -- - t?0•ff • tl,7 OUTLET_EDCE PROT. LT. sl LEG OF N N - -- - -_ _ 1031#51 t 031+60 t - RT.• K 1K PCSTSI 24'0►ENNC•S7A•103I.0S 103$U0 1040+70 7S.f { t RT.•ALTCANATE 1 {DOD PDST/1 MCIAL POST, I4N{0 S.1 ► TTPE -RR.pIT.BOIL-�,0•IT-p~� 141.01 4,0 --_ __ - TIN 0 I.T - S? ► • T1PE 4-RR DIY.&OA1o•2'-0�1 21vCMENNOS •STA.t031416 ►STA.IOST.S? ' 3/ II[t \ t7U1LE1 HEAD LT. -mil IN - 149.f0 t,0 ► •PE SUPPORT IINfO R CHANNEL ►Rtis LT. N•.6t ]0•T0 23.9 { 1 �- ?5.B SS.I L1.- SA00 N fRE RAD POSTS _ISt.00 i2.0 5&.T _ ► s1001.61NK1 11,I UTiOif p.Sfl _ 7 _ 1i Ri•- •Rf>00 ►OS1S' - t54N! ).! _P 0.iyAr-3 1II.DIY.sour.6•2 -I _ ]0•29 32.70 _ !2.1 S 5 _ ___2 _ Rt.• RDA ►OPTS -- ISS ►' IADGATE STRUCTVK �32+15 19i1D- _ _ 47,! l 3►OOTq►iRC HOOD PQSIS_ • t vns-RR.DIV.&CART,9.2,-0• 47.10 52+90 _ _ ]{.2 _2 1 R ,- IRiTK POSTS I f?i19 6.1 _ - _ - -P AR.SUMP R/ r CRAIE SINS 6?.50 - 5 2_ AT•• METAL ►OSTS 1T1.12 ].] ? ► WLE1 1RANS. Rl', 1{•41 72.90 tOi•TO 111,T _ -' 7 TIE TO1A6T.rENC[ ION• 74 LT. 2 12'GATES If 1.O6 3.3 - _ _ 6-1 _P • TtPC4-PR. !V.ICAI i•B•2 -0 13.15 _ 24 _ LT. 2 - 1 CATES -_-- t92.N 7. S? ► • 1iPE3-aR.ON- &CART,B:2T=-p 90.7o ttt••1 _U?,9 3 _ -24 0►ENNCS•$74.!0S.T4 l i n2.Sf JD7.70 • 3)_t__ - -- (XILET EIKE MOT, LT, 112+11 130.26 _ 106.4 { S al. 24' ►Otis 103.20 H.] _ 52.1 _P NDRQ• BLANtCT L7, 10].10 tit.?T _ ♦6.f _ ? 1 __ lT.- N'OKRNGiS7A,111.3f 2diL)• If.I 46,S ► HOR Q, lLANACI Al. 111♦ 1 154+54 MLI I{ Il 11,-74 OPENNC•PTA.t2T.10.36'GiTIE 17i0.• 72t.12 1.6 -- 34 INLET &OUTL[7 •EACAALLS - - STw t42.441K FEKR TO PIPE•HI.00,fOm POSTS _247.1? 1.D --- ►' PIKE SUPPORTS 1A04t0 ISMS& AT.-40'OPEh NG •VA.143.54.24 OPENNC _fi • STA.ISD+11.f44G PENCE NTp PPE 0-51+00 72 P • LET 7•PIA DN160SL T.B•2 -0 Iss.00 l54• f 17 j - 3 7 Ri.- 5►0011!fRC� 8000 POSTS z 30f•40 4,2 -3.0 _ 3S _ OUTLET TRANS. tB•E) - - - .' ]D•NO 7.{ _ *0 ► • i7PE 4•IR*.Dtv.lQt T. B•4' t�� !SBHO _ ?1.4 _ - d • 4�50 70 6.f0 444.0 A N. LEG OnCH LNNti Al. 1 TKO 195.10 - 3 3 AT.- SING SIA. 5'1.1 POSTS • a •4H42 70.0 t6l.f B, BR. CNO Elm. MO7, - 223.3 _ 30'IXENINO•S1A,t{T.70 _ 17 11 t!,•74'pF(N•63•STw tit+•S 6 IV-* _ 1p•50_ _ _ 74 LT.-_GATE V] BARB• S7 ROY[ �iK ►7575 •If.TT L0.0 145.4 B •R. EIQ EM. PA07. 1!S•10 101N0 36.T 4 1 Lt.- jP0►EhNG •S1A.190.50 f4.12 7,{ - - ► stPNaN OUTLE pn,STZX. Ll. . 0 _ - - tt L _ / 2{3.D0 3?2+00 _-- 24.0 4 I -_-_ RT,- ?A'0T(h NG •SIA_161+50 T M 7 1 U4 1)4.3 f 4 AT. 24'O►E1tNC •STA.304+72 • SEE CULVERT FRAME FOR RPRAP O{AN71TES FOR OUTLEI [DOE PROT, - • HCR12. RPRAP 6 CEOIEAI\E NEEDED ONLI IF THE RCP OPTION PPE IS USED AT THIS LOCATION- -- _ as- FIORQ, RPPRAP ►CE07EAt LE NEEDED FOR ALL PPE OPTIONS AT THISLft_At I011 • - ► RI FOR PPE CONNECTION TOTAL 14 512.T 3 1T TO B SEEE RRIOGC P•.AAS 71?.0 S. 654.1 162.! 31C 32 40 1 61 P - SEE PLAN SLEET DETAILS I SEE CROSS-SECT KI45 ■USE •'A 0 LNG PMIS. VA 10'GATE \ PANEL POSTS, PR(1SLPIE IPEATED AS PER 17D.SPEC.106.04tA1 - • - s7ATIOMI OUT OF ORDER MR- SEE S10 DRG S2 FOR GENERAL LATOUT. USE DIMENSIONS 8-4'-0't C-5'-0't w]'-{'N L=15'-6'1 \ 8.12'-P 41• CAA 7[ INCLUDED N IN( UNR BID PRICE PAID FOR CL. 'CO' CONCRETE PIPE FOUNDATION MATERIAL C_UeC TAR05 15 STATION CANAL GATE- EACH rOUhDAIION CuLTERI REMARKS 1T2*12 LT. -2 EA, (NIATERNAN C-10 OR APPROVED EOUAL) FROM TO MMTtRAL E F C AYA T CH • •- OCO Noon �$ 18" CANAL GATE- EACH e� - 64+12 LT. -1 EA. 114ATERMAN C-10 BAIL CANAL GATE OR APPROVED EQUAL ) •St( SPECIAL OPROT6IONs oQo tD .o n . h - 24 " DISTRIBUTING GATES-EACH 155+41 RT. -2 EA. (WATERMAN C-2 BAIL HANDLE FT/ GASKET CR APPROYEO EQUAL ) STATE I PROJECT PAIABER SJCE1 NO. IIGNIANA STPP 50-2f2$10I 20 SUMMARY BOZEMAN-FOUR EOkWRS WATER VALVES A-'iMT 10 LRA Gf NfW SUB-SURFACE DRAIN SYSTEM ITEMS EACH EACH REMARKS Cusc TARDS SO. YMDS LN.FT. LLFT P6aT LEFT At"t STATION •12'CdYR- 301.90 I 4t LT.-,[A.2.5'AD T V AOJ3T> •DRAM c,,E,,T OEMITIL 2 RE4tARK5 301.40 1 33'PI.E%Sr-ADMI1IEN7 OAOAAI) AGGREGATE EEC. HEAVY PL AST c 1;* 317494 I 2V RTr-EA.M'6 10'BO1.SECTJY AOA)ST) D A FROIA 10 PIPE 325.95 I "LT.6 'Rt:E1tST,AOJI,'li,L1.6 R1.V AO.ARt) l p� 124,00 1 6C RT;IEA.2.5'AIO'MEAT If'ADAAI) • •90 1 HIS,RI.-I EA.4 A WIRE BOIL 1554t1 160499 147 235 641 Hil $I,!-SIARFACE DRAM STSIEM--RI. B $51.s/ it RT:ifk 2.5'xO'•4f R1 tr ACJUST) 331+10 _ 4y RT:2 CA.30'OCT.SEC1.14'ADA)ST) 1 +11 151.)9 330 RE►GYC CASs,2A x 4 CSi fCi1F.6k-7tT. ?s 344.21 .OPT.,EA-a'VALVIE 00x SECT.IfADui1) g 344.30 1 47 L T.-3 EA.30'BCT.SECT.16-AD.A Y) 344,60 9 W RT:1[A.2-570-WAT Ir AOJUST) 350.00 60'PY:1EA-2.5'XO'M45ERT If A.^,JUST) TOTAL 147 $65 64T 50e }0 R1, •SEE DE1ALL • SEE STO.SPEC,7W.52 M SEE S1D.SPEC.622.D51e-1) PIPE LEKIN NCL..OES FIELD CAST CORC.SENO AT S7A.If6.11,R7.1S[E SID.01C.491. AND A 45' BENO AT 0A.155461,1117, i Al 1DlAL •25%CITY 6151 STATE FUN-JNG SUPPLEMENTAL ITEMS TONS STATION HYDRATED kOTTER REMARKS L•E MY'L FIRE HYDRANT ADJUST TO GRADE FROM 'D EACH REMARKS a CI O 356.00.90 1200 65S LLDES CO S'•T°" - - -NC NK. - - lClT RGHT - -524e3 1 At' PIT I 1' EAIENSION - ------- - A 41 RTI 2' EXTENSION - - - - TOTAL 1200 65S L^ 101il 2 •26i.CITY ► T5Z STATE FIriONt 0 a I$asTAaA.NCNn nirol � BLUETOP STAKING REMOVE PAVEMENT MARKINGS CATTLE GUARDEAa $TAT 10" COURSE FROM 10 "LE REMARKS UN TT TOTAL STATION PEMONE REMARKS REMOVE ROROS 6 316BOLI P1111.7-50. FT. 141 0.0000 366+00.00 11.?a MANL14E _REM N OVE 4 CH STRiP104-PLA57C•LIN. FT. _ 132t 36.0/1. 1.01 COAINIECIKNS ATom[_ OR%E 9% REMCYE PANT STRPNC-LOL FT, 11K 142N -- 0.44 cxv; ROADS 0 - - -1 1 LT. - --- lip 11.10 -- - U•OUANT IT ES ANON-CI7r ruNxO) FROM CITY PROJECT 94 TOTAL - - - 1 - t SEE CITY PLANS FOR NFORMAT 44 .06, MANHOLES IN PLACE NEW METAL GUARDRAIL ISEE STANDARD DRAVNG -a 606) WOW A0.4jST TO GRAPE SIATION EACH EACH REMARKS tKAR FEET UNus fA:N EACH SiA?Cp as ME It BRIDGE AP►ROACH NEW 4 "El- LEFT RIGHT LEFT RH;I1 K1AL GUARC4AL NEW �7i4 1iUAP013AR SECTOR TYPE - 2 EAD p4T[END AR$$ECT,cm REMARKS 134416 _ I SAN - 6e' 47. _ N'ERSECYMC R0'ATACM_A SSU 15 1 _ _ --'-- -SAR - 35' AT. TRANS.TRAMS W�25' RAOILS D W1 TP.A F R171A I LEFT RIGHT LEVI RC-1 LEFT RIGHT 3344Y1 1 SIM- s0- AT.- LT. RT L1. AT. _ 55454 _ - - 1 --- _ SAN - 72 PIT.T, 42+61.06 44499.56 212.60 2 NCt UDc$ 2-TERK SECT, wt 3 .40470 i _ -- SAN - 36' R1 ! Z i 344+10 _ 1 SAN - 36'-R� 1 A.JUST --- - - )Q J� 344.25 1 - - STM- BO' RTI 1' A9JUS 45.45.02 46+26.2/ S6 29 --- - - - 1 ) NCaUGES TERM SECT. •1 - �f 346472 1 STM- 42' AT, 45.61.TT 46.26.2? IT.so 7 1 NCIUOCS TERM. SECT. 7n 34TKn 1 SAN - 30' RT 2' ADJUST -- - - --- 3SS!52 SAN - 35 Rl 1 1LDJUSI 46t1T,77 41.5a23 3T.50 1 e PICLVU$ TEAK SECT, •1 SAN- 36' Pi) 1' ADJ6%1 - - - - l5S4SP 1 SAN- 36' RT 2' ADJUST -- 46U1.1! 50;25.23 512.50 1 I INCLUDES 1CRM, SECT. Rt n n - 557442 _ - - - - - - --- _ _ -J SAN - S6'_RT. _ c :20433 1 _ STM- 41' LT. _ 154.92.009 13403 15S.11.00 61.2T SU 1 i 4 I0 IS541T.00 161441-S0 SECT. Rt 6ti?.50 I WCLUOE IERM. ALt -- --- - -- - -- --- ' •2SZ CITY 6 TSZ STATE FLMCNG IDLES NCI APP0 TO IRR. MAN"Mt •6S.03 AT.1 •S1A710N OUT 0► ORDER SU/TOTAL 912-5 506.25 64.27 2 3 4 1 • INCLUDES /EB NANr4Q[ COVER TOTAL 17,e.TS 64.7r 4 T 0 SEE SPECIAL PROVISOS M•SE[ OCTAL STATE PROJECT NiAAMR SKET NO. S T V T v MONTANI STPP SO-212S1/2 21 ALMEAR1 BOZM M-F" Ca+NM SURFACING Ltl AA FEET ALCRECATE f17U11941.1% W7[R1AL STATION mTD.S Tpks CUeK +AROS TONS GALLONS FOR PLANT PCLVtfR CIL TOP CR. TOP R. 6Asp"Aj REMARKS OIOSs AST + - • TRAFFC Nq BIT 10OFf0 COVER S" SURF COWIE A1wE%T rOl nfR j TACILRAKI SUUKNG Pi. IA1 CRATE a tYP( •A' TTPE SO- -TIC A C[LLNt uODFfO CAS• 1C-T0 IsFew 10 ADC D SLAIF.CILD GRADE 2 GRADE 1 GRADE S 15•tDo AS►. C[1L L41Ei p.D0,00 _ll1.ti IlI.1S • _ • • - ♦ _• • _ • ♦ F- 1Ru�S.1RpA H%iR5[C110N t0 1TPCA1 h0.1 1•l1.16 a 1+lLH Sv11.00 )11.f5 119.fi_ - - 411 410 I1 Ifi - 313 25.1 25.1 0.5 1.1 _ tE! 11►CA1 A0.1 i S•71.00 _ __ - � _ II-Scoo SfKe.p1 0.01 _ AT10N --- �KNL1S K•T2.2i MSO I)Y+24,1'S 13?•?L t9 _ - 0.04 t51+l1.99 157.12.01 0.02 _ E'OVA1bN_ 7Of•15. 22_ 70!•!l-13 -- 0.01 000AION -- 251.M73 30(40].13 a►iS.aO _ EOUAIQN lD�+00.00 ] ?f.00 i5i29.C7 _ 29E4a 7e911 _- J7�7 tt19i 1021D0 14f1.9 t15/.! ltS.2 )01.Y 111441 1VPICAI Al! 301+D0.120 19H T.91 tt1T.11 1117.11 1191 11f1 It6 ail _ - 3761 i1.1 11.1 16.f 11.1 ASS T1►KAL hO.l i 4 )11+iT.91 12N21,91 -?t0.00 210.00 Pa! _?II 21 f9 tit _ 1a.i la.i !.1 i.a 95_ TRAM. FROM TYP.It0.Y iD tTP.AG1 l2H2T.f1 326411.13 ail.22 465_.22 -- - _ _ i0? 60? 9 235 - t!Q _._36.1 Di.l f.0� 6.0 Ys� Tr►cAl h0.a 115+11 1i 335•(!.1 - - If.i/ EOW110N _ - _ ri6•T0.90 )Q3T.1t 30/L t6 3251 )?57` Jlf 111) - tCl?! t95.a 95.a 43.1� 32.?_ t267 17PCAl r0.t l? _ Ki+ 0.90 35i+00.l8 ISO-DO 130.DO TP. ?141 ISI 15 1T1 1.0 _1.0 1,9 I. 51 NSiCA1t TtP. .1 TO C1 b1.90 11021! 275 424i _ E61 14193 42o.5 117.0 37.7 _-6L5 ITai TOTAL ssmoo.101 310TL11 - a727.59 15000 47119 31123 3607 te516 661 1351t1 25H,S 17?7,a t90.0 a22.5 t5?TS •OJPWOKS SND1N 01 A201TSWL SURFKNG MAW to SEE SPECAL ►ROYTSCNS •1MFFK ORA7El-CR.IASE COL.OSE,TIPE A.GMDE 5 tSEE SPECIAL PROt5CNS1 O ADDITIONAL SURFACING 1E1ulAEn ►/ Sl11FAChC FRAhE1 /s LWAR FtIT AGGKGATE eI1,AIN3tTs WI[R1A� tons CLmC TAROS TONS CALLONf STATION R1'Tas REMARKS OROSs HE1 + _ FOR •lwfc dA. PI�biTD�KO CLWEA CX � CSSuw C"11 ASPNAIt ►ancR sEAI PR1iE TA[l UGKI SLAG AC 1. N d GRADE aA TYPE A. TVPE 5' T1P1F A CEWNT 1[CFIED CRS•2 NC-70 SS-1 M40 GRADE 0 SLPK.COLD GRADE 2 WAD[ 3 GRADE S lS-100 AS►.CFIL LATEE IDD SCE SPECIAL PRDrt56+5 TRAFFIC COViRM 15p00 _ - - __ a55.D'J $0,LEG OF &TERSECTION ]IT !12 _51_ 159 - 1543 _m s 2?.1 5.0� a,0 _ _ t51 T»KAL No.6 a 11 6 tt 10ll.ii eLST L[G OF IATERSECibR tia NE id ?ll 2511 A0.a 31.1 f.4 t.-j 213 _ _ iYPCAI N0.( ►7 94 •,d0 A9.1 OT M RSECTWI 6t� - -6W3 5i 260 _ - 2569 3T•S (.S 251 _ iYPKK N6 _ 011ERSECTOV D a•CORw[RS $E7 Sal _ 55 7IS _- IT55 33.6 31-1 -T.4 %.a ?19 _ R1CL W[S ALL LEC5 Ff MTERSEC'10N _ CO".IEGE STREET 5SI _ ?9 tt6__ - 9R JS.if 1.0 !.0 116 __ ITPKAI hO.L1 W\l CNT t5 A.12611),lTl tOT D_ 21 114 6.4 0.J 0.S 21 AN NLK TVPCK PVT.Apr.LT.1STA.)JS•SI I _tia - --9 _ 36 - _ P9i 11.0 1.] d.9_ 3( _ MABIL K_TV/KK _ _ Y .A .l .tSTA.])6 I1 116 _26 234 9.6 _ - 0.1 0. 76 _ howl PtE 1PK�- PVT,AM.LT.tSTA.3a7+5J t S? ] 10 - fa f.1 D.] 0.] 10 _ MAIN►Pk T1PKK_ - - ►U5.A►A,AT.tSIA.3a1•?5 t 3f - -- 2 T - - 51 2.1 0.4 -- - 0.2 1 _ iWWL K TTPKAI Fk4..-- 1?•]0.00 -iIT.00 ACCESSROA D'245` LL _ __ - Is$ NaS T2+3%09 715.00 ACCESS ROAD - Ila Al, - it►CK N1 S ►ueLIC APP. OF ACC.RCIAO_ _ _ k:-O 1 ►IALC M 1S1 iT0 330 fig a. IS MDUS KN 41) Sf - �3 - 9) _ 3.i - - rn lU3fS RADIE 10' IllslC APPROACH 11) 11 - 11 - 11 1.f - wCLU3CS MOIJS?I' I/T,AP►. - Tt►f A 142) _ Igoe - S46 - 163i So.$ _ -)0 PYIAPP. - TY►f A ]q] ?61 111 _ - a2T IS.7 - INCLUDES RMVS a0' PVT.APP. - lT►EA 141 1)( TT - 2004 1.0 _ = _ - MCLiA[s R.L�VS _ ---- 50' vYt.A►P. TYPE lil _ ISO 20 _ - 112 _ 1.0 - T.I - _ W'IIAES M]tA + 60' P11.APP. --71PE A I t] 111 51 - 160 6.1 - ��t.l - _ ►1C1 69E5 MDfJS _ 21 Cu45 Ortmoc t)1 _ S1 - 15 - 96 5.! _ O.i _ _ PVT.AP/. - TYPE A 3 -- --- - - - - - -CuaS a►ENIVG [4) _ !/ ae i36 5.2 O.f P7T.A)1. - TvPf A 40 fU-R- DP(NW. t13) 211 - 161 1 5 1f.2 2.0 - PV .A11. TIPE A SO' tuR9 OPENING 121 ae 26 it 1.4 - 0.a PYT,AP►• - tiff A r _ _60 CURD OPENING I11_ _ at ___- 72 - 60 ?.5 _ - O.a - Pr1.A►P. TTPE A 24' PYT.A►P S_, - TY f 5 191 a - 135 3,16 2.1 0.9 INRUO[S MO_I!i - rr - --- - - T - ?t 0.2 _ - 0. YI.1 _ P APP. - TVPZ 5 -- T- GUAR6MR SLOPE FLATTEN_N_C_ ?S9 _ _ S[E STQ 0 iSRG'06 05 606-IS W0.fU>< TURNOUif I1S) 17 ff _ 12 70 i! _ 5.1 S.1 I.i _0.T -24 WNI ME ITPKK ►EDESTR.AN PATH - lT.-► Ai, 6T1 352__ - +0-i - 6.6 - ti[lUOES RAW • LAtONt PADS 5ttE01kC 11i _� - SLEhOK SOERA 1. in PART NC LOT -- --- Y l UNDER St1CeALA lT2 SAI(TOTK - - - - I 15000 1 146 1 7715 1 17A 4246 Sao 1 14617 1 +20.S 13T.0 37.Y 61 5 1 II47 00 SE[ SP[CiAL ►ROVISOWS • 1RA/FC GRAVEL-CR.SASE COURSt,1+►[ A.GRA3E 6 1StE S►ECNi PROY50N51 STATE I PROJECT NURSER SHEET NO. MOFITANA S'PP 5C-2:r;F2 -�? HYDRAULIC DATA SUMMARY STREAM NAME SIZE AYPE DESIGN FLOOD BASE FLOOD (1%) OVERTOPPING FLOOD ZJ X REMARKS STATION MAG^ FREOUFIICY /LW.HFV. MAONITUDE NW'.ELEV. MAGNITUDE APPROX. NW FLOOD OF RECORD,Q'n"' RD max),ETC.) (IF NAMED ) STRUCTURE tJ 1A 4, ICYAJ I,;y 4.T4 KJF-&1 6.TJ JC.F-5j FREMANCY MAJ JVTJ ( P( 14173 RY CREEP' - F' $PAkX Y RISE RCB 95 r ?T07. 6 4707. E. tb I -- 1. ;' 47 10. 0 OT QjV0E 27+30 SLO:fG.H CREEK LI _11��1� .180 47 11 ;R 47 '6. 2 OT 1)N1DE RF+'It i� - 6. rig A ( 7� ;c T - zo t J 117 rT r,tl'r, - - 54" DR 65 2 4797. 5 75 4797. 8 170 <. 2 4301. 5 CT POAD IS i+OQ Nc'_'•- cpEEr 46" DR 402 4819, 1 6G 4d 19, 5 11520 OT VN+ ' - - - 2 -4.32i y - 4AP2, 0 44 J - 203+20 "ER CREED' 54' CR 'G 2 4530, 9? 4530. s 122 <. 2 4531. 5 OT D.Ni✓Le _ -- - - -_- 207438 RT, 42 R 5 2 4634, 1 83_ 1834. 5 98 4636. 0 L'T A:=,aG�Cr, rtD, _ 216+16 - -°6" DR 24 2 4838. 7 26 4539. 5 79 . 5 4E40. 0 OT MA.,-%'L lh'E - STA. 21000 220*37 36" 1-1,4 28 2 4639, 6 31 4839. 7 35 . 45 4840. 0 OT DIVIDE 34466 - 36" Rcp 1215 4544. P 31 464--.p2 OT D+V I&E 306+23 - - 5 1%"x 3I,;6" RCPA 4 40 455_i -5_ -` r q GT fr,a, LIE 1 390433 36" RCP 12 2 4E50. 8 13 0, 9 64 <.2 4854. 5 OT Pl✓IDE NOTES : * KW.ELEVATIONS SHOWN ARE BASED UPON PEAK FLOW ANALYSIS UN•ESS NOTED N REMARKS COLUMN. O STRUCTURE SIZE OR TYPE AN.) RFLATED HYDRAULIC DATA MAY NOT REFLECT CHANGES MADE DUE TO 11100 OR OTHER CONSIDERATIONS (If-.STOCKPASS ADOEO,SIRUCTURE Siff OR TYPE CIHA4GEO, ROAD GRADE CHANGED DURING CONSTUCTION,.ETC-) r lA) 101" LENGTH SHIOWW EOUALS THE WAnA SURFACE WDTH N THE OPtNNG AT THE OES*N N.W. ELEVATION NILASURED NORMAL TO FLOW. 25 YEAR 4 % CHANCE 50 YEAR 2 % CHANCE `J OVINTO"WgG TS DEFINED AS FLOW OVER THE ROAD,ROT THROUGH A SIGNHCANT REUEf frRUCTURf 1DO YEAR 1% CHANCE OR FLOW OVER THE BASIN DIVIDE rMCHEVER IS LOWER 200 YEAR .5 % CHANCE 500 YEAR 2 % CHANCE FOR THOSE CROSSINGS NOTED BY CWmax�IN THE REMARKS COLUMN OVERTOPPINO OOFS NOT OCCUR AND THE FLOOD MAGWTUDE LISTED CORRESPONDS TO THE FLOOD OF SECTION 660.1%(!I 0)no OF FEDEW-40 POLICY GLADE.;SJODJAPTER G,PART W,SUBPART A (DEG IWJ THE ROOD SPEOFIFD IS SL'B.JE(T TO STA" IIE` T CAPABI LITY TO ESTIMATE T)E EXCEEDANCE PROBABILITY. IPins B.6x:g14=61%) BOZEMAN - FOUR CORNERS af�allo �� ors K IP _ ".. 4•_ _n♦ C41 HIGH *AT" ELEVATIONS MAY VARY SLIOHTLY DEPENDING UPON THE PPE OPTION SELECTED. rr Wi_ en N1♦ i STATE I PROJECT NJNEIER SHE£T NO. 11pNTAl:A STYP 50-2125162 23 BOZEMAN-FOUR CORNERS a CULVERT END TREATMENT s K-64/2' x OU ONLY-) (FOR ESTIMATING ONL ) 1� u o G 0 O 4��. GALVIL41Zf0 PIPE, DIRE Ns IDN,FT. DlA. A H PIPE / S RCP,NChES LENGTH.FT. FERRULE LOOP SCHEDULE 40 B C D E G R J INSERT. EACH F pIA, (N N T1+(F — `t a - — — — 15 4.75 0,690.27 4.0 0.25 0.75 0.71 0.255.T50.250.7S e 6.5 _ F�_ 0.C 10 2.6 12.5 0.5 2.0 0.75 0.21 9.25 0.25 0.75 0 0 0 0 0 RCP STEEL PPE AS RECJIREO PLAN VIEW a 27• i CROUN�E R `\27'/P' LOB. PPE 30/1' LONG PPE x Al' HEX E HEAD BDL 6s 1 f/J / FERRULE LOOP INSERT -- --- OR WC. BY OAYTOR SIiERgR APPRV. . OR [O.,AL- • •� •RIP• '♦•HUB•END,ON•OJTLE• 7' , SPICOT ENO ON INLET II` F DIA. (SCHEDULE 40) GALVANIZED STEEL PPE END VIEW H VIEW OF INSERTS SECTION A-A u NOTE PANT ALL NON-GALVANIZED PARTS IN ACCORDANCE WITH STANDARD SPCS. SEC. 612. �o r N — RCP ROAD APPROACH CULVERT END TREATMENT STATE I PROJECT ntSER SHEET N0. NONTANA STPP SO-2t25)92 24 BOZEIIAN-FOUR CORNERS SEE NOTES CULVERT END TREATMENT QUANTITIES (FOR ESTIMATING ONLY ) DIA. A H PIPE 3/4'x3/e'xl/e' a It. N3.4 D14NS ION.FT. a J CMS.INCHES LENGTH•FT. GALV.CHANNEL r CIA fIN! _N HI C!.�? t YD. REBAR L.B. B C D I E G I d SEE NOTES 1S T t0' .20 .20 5.0 4.0 1.0 18 6 IC" .33 .33 5.0 7.0 1.0 f- 20 10 IY 3 6.0 . 15 It.95 .50 .50 6.0 9.0 1.0 30 17.5 11. 3 10.0 2G 1.55 .60 .60 @.C 1 I. 1.0 A A NOTES: 11 PPE SHALL HAVE ANNJLAR CORRUGATION CR REROLLED ENDS. USE ONLY APPROVED COUPLING BAND PER STANDARD SPECIFICATION MT09.02 CMP. FOR RCP END It TREATAENt, SEE STD. DWG. 49 FOR CONNECTION. �B - 2) GALVANIZED STEEL PIPE, GALVANIZED CHANNEL. AND FABRIC AS RECURED TO BE INCLUDED IN 7HE WIT BID PRICE FOR DRAINAGE PPE. 3) THE TWO Y4' CHANNELS MAY BE ELIMNATED rRO%(Tr.E CULVERT END TREA'MENT IF: STEEL PPE/ \ A. THE CULVERT 15 FABRICATED WITH 12 GUAGE (0. 109' THICK) MATERIAL. AS REOUIRED 3/4'X3/8'XI/B' GALV. CHANNEL B. HALF CIRCLE NOTCHES ARE CUT N THE CULVERT FOR THE STEEL PIPE WITH CRIWED AND SPOT WELDED CONTINJOUS WELD OF THE PERIPHERY IN CONTACT PROVIDED. C. PAINT ALL WELDS AND OTHER NON-CALVANIZED PARTS N ACCORDANCE WITH STANDARD SPECIFICATIONS SEC70N 612 'FAINT i PAINTING". PLAN VIEW 41 CONNECTIONS MADE PER STD. DWG. 49 WILL REO'JIRE PIPE LENGTHS H AND J TO BE INCREASED TO 3'_ V Cl 0 CRIW AND SPOT WTLD,BOTH SIDES AT CREST OF EACH IF SPACE G GROUND LINE OUTER ED EOOF CSP TO CHANNEL SROLImITED THE VALLEYS VAY BE WELDED. 5 L C - � - --- 6' 1 6�ATSY"tu P.EA END UIRED Ariz' ) A PIF'GALV. CHA"EL F DIA. STEEL fTYP. EA. END PIPE AS REQUIRED /. FOR ALL PPE )SEE NOTES) N I F DIA. (SCHEDULE 40) GALVANIZED STEEL PIPE AS REQUIRED SECTION A-A END VIEW SECTION B-B mac" 0 �u P m n Yf t ( I ♦son,I- '- 4 JE CMP ROAD APPROACH - 4 CULVERT END TREATMENT ■•w WAG K•In a• 6,59 JEA STATE PROJECT NUMBER SHEET NO. MONTANA I STPP 50.2(251$2 25 BOZEMAN-FOUR CORNERS ' DETAIL 'A' R I ID OR I RI MAY EOUAL THE ENO OF THE BRIDGE - f APPROACH SECTION. OINSTALI 10NDISS FOR ANY CONSTANT,5,4TTICUTAR I� I (SEEMAY GUARDRAIL SUMMARY FRAME) - FOR CABLE ASSEMBLY SEE STD. OOG. 606 66 P. AT POSTS-NO WASHERS OCT POSTS ANCHOR PLATE SEE STD. DWG. 606-10 6 606-90 CG. 1SEE DE7AIL'B'I ISEE STD.DOG.606-101 A ti� i' 4/2. TYP. I 6j'4' CABLE CLIPS OPTTJALLY 90'.MAY VARY BY NOT MORE THAN I n ^' _ 4 SPACES • 6'-]'.zs'-o' � _ _ BCT SLEEVE SEE STD. DMG, 606-84 1 - � U BOLTS ON THIS CABL/4 BEARING PLATE SEE STD. COG. 606-10 PIL AN �.' 0 CABLE, ONE END SWAGED. ?Ox BEAM IS 2y2' X 2%z" x'/4' WOX BREAKAWAY SEE STO. COG. 606-10 )0 a 4000/� SOIL PLATE SEE STD. OWE.. 606-10 —� STEEL TUBE SEE STD. DOG. 606-10 )�J �___J ELEVATION 8' 6' r-i h 0 BUTTON HEAD 11' RADIUS TERMINAL ELEMENT BOLT WITH NO WASHER h ID' 0 STD. GALV. STEEL o GRADE END SHOE SEE STD. ONG. 606-10.15.80.94� PIPE I'-1' LONG_ v I HOES i so Q CON'RCLLEO RELEASING TERMINAL 1CRTI POST NO CONNECTION TO POST. RAILING IS SUPPORTED BY PLATE. PLATES/," X 4" X 12' DETAIL B" v." �I i '/.• 3i" 0 BUTTON HEAD BOLT ECT POST CONNECTING MICHIGAN END - SHOE TD PIPE. NO WASHER. DETAIL "A" INTERSECTING ROADWAY TRANSITION STITE PRIS.IECi NLUKII SKET NO. O D T A IPED.►A1N STAT�S, S•e1.00 10 53*10-00 ty.At. MQH7A4A STPP SO-21751L2 26 �•le,f0 TO 5]�10.00 R1_ Q YM IML/Q O L S \ n ---- ►EO.PAIN IT _ F IS.o'AIDE) • NI 8° ,� ].9 �..-,.,'PRIZE • W J� A M L.SrA.AC•CS 059'RT,) O O rEo.RAIr r.l].IR.32 L • U,is' 0.70'PL.MIX a-1.SI1Rf. I.10' MA UL IN[ SURF. I-.T.]•]].TT 2.T9.e7 At ; 35.00' 0.70'CR•lo► SuAf. 45EE 1T►CAL SEC10451 �1\` 1'x 9' LANDING PAD IPL.M 1 DJANIIT[S CR-• 0.O? f1.AT. ►.t •14.32 PI.MI en,SURF. 1 lONS/57A _ .T .]2 ENO 91'111•01tCu• 'EL - PL.M01 OIL •0.A] 7014/STA. { HL.SIA.4O.SO.00IeG.O•L1.1 PRIME •0.OT TONSlSTA. -- G�='��---- C0.TOP SURF..].1 C.f.ISTA. PEDESTRIAN PATH TYPICAL � � �-- � � ISCAICI I'•S'1 TF: -- EL E PIED.RAMP MIMG Swill SE C0INSTRUCiCO DU1 OfSCHED'J.0 10.I 1.11.32 RCL'• PED.miff0a CIO OvSt 0. 0 To 5.61.iS I.5' L➢..eLACA STEEL PPE RELOED IOGETHER WIN ki L.[STA.AO•SO.00 ` TOP RAIL 0.2S' DEEP WLCS. ALL RAILING SHALL K PANTED J-rRUNON OIIERSON ?0' So' RAl ATTACNKNT e''N ONE COAT CIF METAL P46CA ARC 190 COATS OF _ _ �•L _ - r[D.RARr N CUT *RCAs SE W-f lAl eRT7 ENAMEL. B IEj��)-T - MS.o'RO[1 tSEE A-SEC151 +- BOTTOM Ml Y ]27. V 'REpr--- --- 5A50' i' R PED.RALING LOCATIDO Li 1 I 0k=1- IIv +� r b' �•+ 0.70 TO irLi LT. Rt TMK0.12 1C 1.01 AT. RAL"G 2' 2re3 To ].36 LT. ANDWG PAO IPL.ZLA SURf.1 1SEE DEIAIL FR Y �7- 2.91 TO 3•71 RT. 2 X I ~' A ' C f' LON OR RFBAR THOU CENTER X Q I i - as ,1 I :2T� of 1.54 FIRE i SPOT K:CE9 �p o wcm I •FMAL LOCATIONS TO K DETERMnfO /^�C �, 0.20' IL,M;A in.SURF, SECTION A.A Cl.'OD' CDNC-EieEOI.LNT CTLMDCR ■• '�E ENGMEIL (�Jri1� Ml % w v _ % a20'tR.TOI SURE. t10FL 50• i//.&PACIN: BETWEEN GROUWC S Sl t>PC • Y. R ok IL A ►OS7S 6 CONE.ELELOMENT VUMf � PEDESTRIAN RAMP TYPICAL EXIENTOONA`ISCALEI 1'•5'1 GIsANTITIES L A +..! PL•MA CrT.SURF.- 7.1 TONS/STA. PEDESTRIAN RAMP- PLAN VIEW PARRE D► •a RT lo•NslsTA 5aE VIEWP - ►R LYE •0.M TDMS/STA, f K �''�' CR.TOP sw.•4.8 C.1./51A. (SCALE,I'=SO' ) PEDESTRIAN RAMP RAILING •ME 6.1 ]LOPE FROM VIA. 0•00 TO 75.00t (SEE X-SECT.I ISCALU 1'-5') •THE MAXIUM GRADE OF 5.000X ALSO APPLIES 10 A►/ROACH ( 'aC ORIEL[ CRC'SI.MC AT STATION 46.41.1% 70 46.12.25• MA Ml NE ]IA.R0.50 e 5.00". MAA oe1M CROSSING TT GRADE o -- IFKAL 10 DDiH ]DES O( APPRpACHI p �p • _ •d •O i C o f V H < N= SPl PE CMDE -- u�• c•N- gJ . 1.0.309A •.) PEDESTRIAN PATH -TYPICAL APPROACH CROSSING N t N 4 ,y n�J 0.Dox �Z. 14 SCALE I I AND PAG LAMD M ING G �� LAND NP a I r =f w r! .6.S1S2 LAADwL I ANCwG � -0.'e72 -D,Te7A Ae.]S]X r - ., ` 0.ow. o.7e?z D,rl?z D-wx ys.a7z ij PEDESTRIAN PATH, RAMP & RAILING DETAILS P LArOING "OIL , 0.00E lA•OINC L AN7 PIC ACTUAL FIELD C'ONON710NS NOT R[OUPI( MOORKAIONS Of THE RAM DESIGN. CHANGES TO 1NE DESIGN SMALL BE • n MMOvCO 6T 1NE ENGINEER ANO SHALL WET irE f011 D11 WNG 7 N o A.D.A. DESIGN REOUFEKNIS FOR RAW$ N ^ MAX WA GRADE 1 1.333% III 12) N ry n •`I.. i 0 •1` ^ ,-„ MAX/AJ11 HDRIZ.PRO.[C,d : 30' • w no ' wi• o MAXIIt1M RISE • SLOP y Ni C W •A� - MAX AVM CR^55 SLOPE • 22 PEDESTRIAN RAMP- PROFILE VIEW SCALES & STATICN LOCATIONS AS SHOWN o �W ISCALDI'%20' 1 �TATE PROJECT NLHBER SKET ND. N-TANA I STPP 50-2125102 27 OOZEMAM•FOUR CORNEAS DETAIL NO SCALE e CONTINUOUS SHOULDER RUMBLE STRIPS (WILLED) NOTES Wwd rVrtft atr%)a 6TrCJ to conliru lmj In occWdonG• •Ith a'ecto Drovlaloro. SnoJMr Pov•m•rrt � yy � I 00000 000 Povm•nt 1O0 Sir" �E 6C• Ot TrcrM Larva 71r•etlen Of Tra.M a Pa..w Ed" Strlpe TYPICAL SHOULDER INSTALLATION ISOMETRIC It.12'lNaa 4q I F I6• MR.� J ,3/4' MAR. -AA' A ooa0000�aoa0000000aaooaoo RAN e� Contivxta1a 1' StrtD• Rifn S' Sepo-orlon• <$ Yi Kn,!/l• owl. �u a r DETAIL - MILLED RUMBLE STRIP N — STATE PR0lECT "BER SHEET NO. wd4TANA STPP 50-212$182 2-6DETAIL 802EMAN-FOUR CORNERS MODIFIED SUBGRADE & SLOPES STA. IS4+92 TO STA. IS7*72 LT. PIPE BERM 4 E A SEE ADD. CRADNG FRAME FOR LDCATIONS _ A 2 0,1 6' 39.0' -- - PPE BERM W/10, I SLOPES PARALLEL TO RD'� lff SUBGRADE s 21 1 ___� ---------------�— _ --------------N---- ------------------------ 1.To' SLIFtF. '-- NEW PIPE A-� NO SCALE NO SCALE PPE PIPE EXTENSION TO ESTABLISH CLEARZONE & PIPE END-FILL CULVERT DMA. OR SPAN SEE ADD.GRAOING FRAMES FOR LDCATIONS 1.0' YIN. 1.0, YIN. _ 61.0' YIN. DISTANCE TO PIPE OPENING OR EDGE PROTECTION FOR SINGLE PIPE NSTALLAT10KS GREATER THAN 36' IN DIAMETER ` ti + SUBGRADE PPE END-FK.LIWARP SLOPE AROUND PIPE ENO 6 �� wAvcYAwe L��t• y/.vlf�c��a —_——— OVER EDGE O ROADWAY 1 SLOPES L[� — _ —`———PARALLEL TO ROADIIAY SECTION A-A �= NO SCALE NO SCALE A SUBSURFACE DRAIN SYSTEM 155+11 TO 155+99 RT. E PIPE VARIES (SEE X-SECTIONS) • �CULVERT OIA. OR SPAN 1.0, MN. 1.0' IN. 1ti P.T.W. r10ENNG--�.- ��'• aEMOVE SECTION A-A(PIPE END-FILL ) EXISTNG NO SCALE DRAM `��r NER GRAN Div NOTES aEVODRAIN SYSTEM RXNC BEFORE REMIOVNGE INSTALLEDfSOLTO A-7 MISCELLANEOUS DETAILS r EXISTWG DRAIN. AFTER REMOVAL OF EXISTING DITCH BLOCK SYSTEM BACKFILL WITH A-1.0(01 GRAVEL T SEE ADD. GRADING FRAME FOR LOCATIONS CONTAINING A MAXIMUM OF $X-200 MESH MATERIAL. oc�' DRAIN _ 00O O AGGREGATE SEE X-SECTION FOR DESIGN GRADE 0 0 0 (SEE STD. SPEC. 622.DS18-11 OF THE 12' CORR. PERF. PIPE. IF a0-- SCALE & LOCATION AS SHOWN FIELD CONDITIONS WARRANT ADJUSTMENT GEO1EXTlE 12' CORRUOATEO. OF THE PIPE GRADE IT SHOLILD BE DMREANTAGE- W. PERFORATEi \ WITHIN A RANGE OF 11(•Sr o PtASTTIC P \ / a , ISEE STD. SPEC. 708.52) CAP END OF NEW 12'CORR.PERF, 'A1 ViN(iQGt�'A PLASTIC PIPE AT STA. 158+39 RT. 0-6.O'! NO SCALE ►�tiE:8'. MIN- N GAGE XTIIE 2.0' STATE I PROJECT MJWBER SWET NO. 4ONTANA STPP 50-2125J82 28 A SOZEMAN-FOUR CORWRS DETAIL e IRRIGATION SYSTEM WORK ITEMS a STATION EACH L INE A LFEET REMARKS 1n c-) U �I > n o o °- .J h-_ 0 Li Co H co rn J w�-- U Cir w XIn wI-: o 0 SO' 100' 150' E2 O Z LA l J I I I I I I U ZIY Z - S C A L E FROM TO mEL OUP U w c0 152+90 — 1 1 I 60' ±RT 152+90 — 1 1 1 10' RT 152+90 — 50 60' ±R T TO 1 10' RT 152+90 154+48+ 158 154+48+ — 1 1 i 106' +RT TOTAL 208 �o fl c O O U O11 O O O i)f O O O O I I O O O 3 p ± N I I rn V_ C>7 u') Ln Ln unII In 1n In NOTE: FOR INFORMATION ONLY-SEE SUMMARY SHEETS FOR SUMMARIZATION —II 1 1 1 III 1 1 � CL US HIGHWAY 191 II Q 1 I 0 I 44' CULVERT � TO REKNN EKIST. I �_ >~D Pvc 11 AB. Dm EXIST, • P -j GENERAL NOTES I CONNECT TO _j wtI EXIST. B' Pvc = 1. ) THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN PROPOS' DITCH 7w R^' WRITING AND SHALL BE RESPONSIBLE FOR SECURING TI-.E NEW a PVc U EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE O BEGINNING EXCAVATION. 30' ELBOW AND TNtUST BLOCK - 60.145 O 10' ELVIS AND TWLST BLOCK - 110'R ExIsT. 2. 1 THE CONTRACTOR SHALL EXCAVATE ALL IRRIGATION LINES PRIOR e• PVC TO BEGINNING CULVERT EXCAVATION. TO CONFIRM HORIZONTAL TO NEUAIV AND VERTICAL LOCATION, AND TO INSURE CROSSING CLEARANCE. 90' ELBOW AND INRUST BLOCK - 106'AT o STA 152+90. 60'±RT; TO STA 152+90. 1 10' RT; E TO S1A 154+48—* 1 C6' RT i ABANDON AND REPLACE EXIST. 8" PVC - MATCH EXIST. ELEVATIONS AT ENDS AND CONSTRUCT AT UNIFORM SLOPE. 'o INSTALL 3-90' ELBOW'S AND 3-CONCRETE THRUST BLOCKS. PROVIDE MINIMUM I FOOT COVER OVER PIPE. IRRIGATION LINE RELOCATION STATION W SCALE AS SHOWN DTATL ►"aem mumben srQr no. MONTANA .S'.PP R1-zr 5iE2 _? A ' COA AFTF EDGE NOTE.- COAOAETE EDGE PROTECT70" SNJ*X ftPPW EDGE PWTFC770N AVKAP E •E MOTFCTxw TO NAVET THKo&-.S nROLGMOUT Y S� ong PRC TECTPON � j trmr_U III- 1 � r SPAN / r— r■r K I OAGf Wl4f N.ESN e Y-a•� `\ AnwOR:d40 n*OLiGffovr �t _ — .e CUTR'F HALLS ANO CONCAETF _ / f' E MOTFCTq.M :'1 74 I OF33o.,i MA TEACAL - SEE DETAIL .'MS PAGE r� 314 jo APJOOCA MTS AT AIPUr sr czh7VM w-0' AAOLAo EIrW poto14RY Of OA VERT EINE'"D IV COMCMFL SAE STAAQAAD La"%r MO. Sn FRONT ELFW70N SIDE ELEVATrCN ` r DAxErL" saw LO(rI TE AS SMOViN r■r,I DACE*TRE!L24 :MOTE TNF OAVEAT STALL .' aE L:tREfiALY r .•-.-• L LLEDcm-o ow rarrt cRANVEAR MATEIHrtLS OVER AN EARTH FOLND.APCW. AMPATELY --I SOY COMA•Ac-7m Sh4-T n BY M✓thS Or A TFMPLATE TO 4 . A' r LAYVU �' F THE L PART Of TILE(PPEAV L?7FRUR / 1/BAILS FOO R AT LEAST LAsr rcx of rrLf L'cAVEfrr wF:R.0 Nf1Cd/T. COJAPACTABLE SOA su TDWL SMALL Thwv BE RANMW AND TAAVW IN LAYERS •�� NOT LIMA£THANOER r rNXK FOR THE AEMAP ••.a► /' • Of ThE LOWER 30% Of JTS NEJGN7 AAOtF IOVO •,,s .r ro TNF TOP Of THE LIAVFAT SHALL CONFORM L WITH 7W APP'PLTCARLE PAON•SIWfS Of THE STANDAW - "PErs'ouPGW5. SECTION A -A AFDC" Itrt MA79pw SODDING DETAIL i�jrA.Lss •no• �•DLax ^ irk P M"MATETUL t2Ass a Curd_ Ft STATK7NLS yy IYSB lfNCTM •J• •Ir• •X Bt• Ctt Yu nur uwaE. f4i73 6' 3' 162' 8• • -i" !' -8" 4 `•. a5_D — f -9-T 4.0 Z74 30 9' 6' 2 Lb' 8• !0•-4' J' -6' a 7.0 !OJ• f !a,7 4.8 rl WaL&ES CLnWF WALLS AND EDOE PROTECJTON FOR M rT AIiD OLrW Ms' CONCRETE SPDX LDGE rj 7FcrEDN FDA#LET a OUT11T LAGS. NOTE RfiM''ORcm fAATEM" TO BE EVMUDLD M THE L,4VT Po"So PfR CLOC MAD CO"ACAFI ,� ANO'00A BOLTS 70 Bf M/CLIAED M TM LANr PItlCF&0 PEA LAKAR FOOT Of C(A OVIT CULVERT r'7AILS _ 10,E W)Tp4 t FT Or CLOVER PR LESS SNALI CW��r TO A14WO MS72 valilry aC'1 oa Li BOXFS YYITH MUAE TTLAN t FT. Of f042J1 SHALL LOYfORM TO AASNTO M261 NO :�VAi,S Rt►M 4 UL r 4■ :U N L��• e■r tiP rc.ryao STATE I PROJECT MJWSER SHEET MJ. MONTANA sup 5C-2iz�t2 I !� 24' 01A. X 40' LONG CSP 1 2 2/J• .r �?� CORR.; 0. 109' TriVr 1 L - 20' y $ ti a1Le► ELEv. xLET ELFd. f CONCRETE ArLET HEANA!L ? COA' R[[TTE OUTLET r A7wALL (STD. DA'G. 34 FOR 74" CUP) _� -PIPE SL??SAT 15TD.Lx'C.31 iC.4 T4 CMP1 P1PE SUPPORT 2 CREEK BOTTOM ELEV. I 4- FLUME OVER CREEK STATION 150f30 LT. STATION 221+12 LT. re r • • r 0.5 C.r. •, CLASS 'DO' CONCRETE e • • t 24• PIPE SUPPORT 4 XL ET OUTLET CREEK BOTTOM CRffK BOTTOM STATION L FLEV. ELEV. fLEV. w10TH 149+90 LT. 20' 48 Ia. 4' 4617. 5' 4814.0' 4. 5' 221+12 LT. 20' 4838. 7' 4838. 1' 4536. 0' 4.0' APPROXIMATE. MATCH CHANNEL BOTTOM CtEVATIONS, BOZEMAN-FOUR CORNERS CREEK DETAIL cf��fn,fo r.r FLUME DETAIL tNfcRfr _ tf Ylb10 rfvi<fo r.f Y'S40 STATE PR;JJECr wuwBEA s�CET N0. DETAIL N�T.�. STD!' so-z« 31 BOZEMAM-FOUR COR0k f{RS • HEADGATE STRUCTURE A STA. 155+45 RT. NO SCALE REBAR HOOPS ARQUND PIPE LAP o I I I I NEW 24" RCP I SS� CSP' B" I I I I 18 NEW 30 - 4� ^ I I 1 EXTEND COLLAIj I I I 1 A MIN. OF 1.0 4 4" CUT LINE FOR EXIST. BEYOND PIPE CONNECTIONS. 0 , —� I I I 24' CSP EXISTING 24" CSP � T- 1 P IPE ---- 1 4I-------L ----� NO. 4 REBAR o NEW 24" RCP FIELD CAST CONCRETE 12-CNTRS. BOTH WAYS LAPS 1' -6" 1 30• \ GATEISTRIBUTWG COLLAR CONNECTION SECT. A— A PLAN VIEW 1 [SEE STD. DWG. NO. 49) � 11 NOTE QUANTITIES NO. 4 REBAR INCLUDED IN CL. OD CONCRETE 3.55 CU. YOS. 8- NO. 4 REBAR 236 LBS. g" t CONNECT NEW 24' THE UNIT BID PR14E AND ' RCP TO EXISTING PAID FOR CL 'OD CONCRETE 2 DISTRIBUTING GATES FOR 24 RCP ?3 A FOR ESTIMATING PURPOSES ONLY. r�11 24' CSP WITH CONCRETE COLLAR a MODIFICATION OF STANDARD DIVISION BOXES FOR PIPE CONNECTION ENCLOSE PIPE COMPLETELY IN DIVISION SEE DRAINAGE & IRRIGATION 1'r WITH CL.-DD" CONC. FRAME FOR LOCATIONS A 6 NO SCALE 2.0' �? COVC. REINFORCED AREA 6" ICROSS-HATCHE01 1 1 1 D I 6. ZI 1 1 CONC. REINFORCED AREA(CROSS HATCHED) ------ -- 1 ` I P o .- . SECTION A-A ZA1 NOTES: ) 1•o, -DETAIL COVERS MODIFICATION TO STANDARD DIVISION BOXES DETAILED IN STANDARD DRAWING NO. 52 -DETAIL MAY APPLY TO ONE OR MORE ENDS OF THE DIVISION BOX-SEE CROSS-SECTIONS A STATE PROJECT 1`1.11ISER SHEET F.O. MOMTANA 5-PP TOP ELEV. 4826.9 WIN. ) . t - -- - e• 11.0' ASCVE MATER SURFACE I S y� ''E• ELEVATION a�INLE71 L-1 I I I I — 1 I A A M'ATERMAN M�QEL C-10 _ I CAt1AL GATE 1S' OR — EOU,VAL EN7 ' B " — APPROX. ELEVATION 4a23.1 " � B TCP V IE''rd OF GRATES I � I I I f r ! I u ` A I i I I I I IS' RCP f I I (\ I I I I ELEV. '616.9 I I TIE INTO SIPHON EVATO SEE N ETA1L> I SECTION A-A SECTION B- B L6• NOTE: CAWBELL FOUNDRY COWANY- 8C0 BERGEN ST.-HARRISON NJ 07029 LIGHT DUTY FRAKE & GRATE 12 EA. ) PATTERN NO. 3284 b' SIDE VIEW s OR EOUIVALENT SECTION A- A B SIDE VIEW � SECTION_B- B_ TYPICAL SECTION =4 REBAR ® 12' CENTERS BOTH MAYS. 0 OLANTITIES CL. ••DD" CONCRETE N0.4 RFBAR FRAVE & GRATE (CU.YD. ) ILBS. 1 PATTERN NO. 32B4 I ! I � 6. 9 350 2 Ea. 9t FOR EST IruAT ING PURPOSES ONLY TOP VIEW FOR CORNERS Os5'W[0 B-J SUMP DETAIL rrArs - JgA STA. 172+ 12 LT. [evi 9tc STA PRO•{ET NUGISER SHEET NO. AgNTANA ST►P 50-2flS M 1 32 SIPHON OUTLET DIVERSION STRUCTURE BOIENAN-POUR CORWRS c: STATION 64+ 12± 6S•SX40'RX80' CMP ARCH CULV. ya CONNECT TO I 1 L CONCRETE HEADWALL EXISTING CMPA USING 45' BEND 4782.8 \ �3 4781. 1 1 - �b 1 _, SECTION a STA.64+12_ 65'SX40'R CSPA 18' CSP 12 2/3'X1/2' CORR. ) CONN. TO EXIST. 41.0, 16' � E 2-7'30' BENDS PROFILE THROUGH OUTLET HALF OF SIPHON NO SCALE REBAR HOOPS AROUND PIPE 12' C-C E I' -6"LAP ncs o 0 42" RCP 0 m •. I I a m I B' 4— NEW 18' 10y I CANAL GATE 32' I 1 6. -0. -1 11�T- L �!D �B 7 6 SECT. C- C e � NO SCALE 9• CO_NNECT TO EXIST. c+ REBAR HOOPS 16 CIiP AROUND PIPE 12' C-C in I' -6'LAP '^ �42' RCP i I I . i ELEV.47 1. 1 o I v QUANTITIES + CLASS 'OD" CONCRETE 7.9 CU, YDS. I NO. 4 REBAR o 12' CENTERS IEA. WAY) 607>< � • , ).' N I_ 1 _ L_ _ NOTES: a en eG OUANTITIES, DIMENSIONS, & ELEVATIONS ARE FOR ESTIMATING PURPOSES ONLY. SECT. E- E MATCH EXISTING CONDITIONS. ON 12' NO. 4 REBAR INCLUDED IN THE UNIT NO.DOUBLEBAR RENFORCINGCFORS' SECT. B - B SECT. D- D BID PRICE PAID FOR CL. 'DD' CONC. 42" RCP 6 65'SX40'R CSPA NO SCALE NO SCALE STATE PROJECT HIJUSER SHEET W. 11AONTAN4 STPP 50-2I2-5>B? }} DETAIL BAN[MCTECTioN %Au BE U= TJ CDFEOFOA , TO CANAL S:LiLN.W BANK PAOTECMN ONLY VAfN Ck-M FOR IN A1tiRES TABLA (SEE TY ST A7N 5£f TA&f !Sf£ TRASH;UARD AND i1 i2•r Z-O' \ � � K;AGE G£TARS. 570. DWG, I¢36) I ROA NAY ti Fla £LEV.£[riAA'N£L £LD1r 1 Fv.B FI£LAY.A/ t�'- I �� CHAA'NEL FLOW r< 6A9S� 77 2 • �I II O,e4,,: 1, 72--.i k- 6' FAC£7 rZ�_ I \ NCTEPROJIJE TRASNuwm YVHET[ `p £L&.` ""-D PICTORIAL VIEW OF TRANSITION SE_CTI N B-- B i `A ELEVATION 8 PEW11M LSEE OL►ANM[S TABLF. SLOP£• 0.OCS r*./i7• � ST0 CWG I361 �} NOTF:WMIUIE SLOPE FOR A r Z1 AND ZI 3 2:1 F 10' NME C:RVBFT MAY BE RCP OR C.S-P. B B TT' � BARS AA __� Mn S°ACF FfATdPCN6 E�i9S A30UT It C i NOTE UMS DWI BE ME-CAS!OR FIELD CAST L b BOTH xAYS EAFST40 roar STS AND MILLS Q � CCfiT.F6YJUS F'J•FS N FLD".AS NED 1V.AlLS AS SHOYAI ON STD.DwG♦lE All JOd,TS AEIEtrEVEiI POSSWL W-FN SP=S ARE ShALL BE%A'ERT9R JOINT AND GAUff � 14AOE.lAP RjNFT OBE BARS HED All 10 Mli 1HF Ii O F£AB(1S OF AAT.BpD2 E7GVSFD EDGES TO 3E CTW,1FiAED 1 LAP '- ' RACE P-EINF RCP16 BAPS IN CEN'TEII OF OF STAWARD SPECIFICATIONS T CAP !'-6' l T2 �A WAILS A,ND SLABS UNLESS O'}fR,NSE NOTID. SECTION A-A PLAN VIEW NOT"L MONTANA STATE DEP!-0F HGIMAYS STANDARD SPFpF"TIONS FOR ROAD AND BRIDGE .--' LONSMXTIONS ADOPTED JAN 1.IN7,AND ANY INLET OUTLET CONCRETE TRANSRIONS FOR C-S.P. • AM:7DM%73 TNEAEIO AVO SPECIAL PRO.IISIOVS --- - STALL GD'.'EPN LtILESS OTHENYASE NOTED. CULVUT DOMNSIONS QUAWMB - FT.4H. 1-d 1-C+1'-0' 1-d+r-w TYPE CX-d a" /1 aAu 1 � 94 LtAAS 1 cnoNc 44 11AAs RUBBER GASKET JOINT OLA. r �� O H l n W Y 1 K S w2 1 CL YIDS LAS. curiS Ui CU Yv& L". te' L77 2-0 3-5 34 Oi 2-9 ld 03 0.4 04 3-W V3 1'-0' 0.1 69 2'-0' 09 74 r-6• 1.0 1 10 24• 3.1< 24 4-0 6-0 Oi 3-3 1-0 0-7 0-5v2 0-0 <-6 I'-Wl 12 96 r-0• 1.3 102 4'4' 1.4 1 10t 30' All 2-0 " S-0 Oi 3--9 1-4 0-9 O-7 0-70 Sa v2 2'-6 15 122 rf' 1.6 129 4'-d' 1-7 136 � �_) �„ - - -- 36' 7.07 I-J S-i 6-0 0-4 4-3 2-0 Odl OJ 1-0 S-9 3' 2.1 167 41-01 22 174 1' 22 1 IG OkjANTTM M HHWAY ou TYPO AVM O �Ta INLET 011TiFT LAN <2' 9.62 2-0 S-6 7.4 0-6 a-9 2-3 1-0 0-9Y2 1-•2 64tv3 2'-0' 2.6 200 4'-6' 2! 211 S.-I.' 22, STATION TYPO CIi 1.3 Y w 1 T U r I2 d1 Q A B C 0 E IFTWASHWARID MpTKTlOt4 <t7' 1237 2-4 1 6460 0-6 S-0 2fi /-2 0-11 3-4 7-0 4'-0• 4.2 217 S'4r 42 367 6' 4.6 276 RUST OUTLET 1Ntn OUITET Ilj•fZ •rx.. 5 oi6 h3 }! he 021.7 N/A W AVA /7 N/A 4GM 4e.74O AS'S 4t" N/A NiA as - - - INLET 3 OUTLET CONCRETE TRANSMONS " R.C.P. !Y-O yA:! fJ 154 P6 &0 +c m b v ze IS IL 46SJ' Amw Ae4FS .0-52 4L-l'9 offO - - > > OVANTM. CUIVMT DIA,E7•1S10Ni FT.aH 1-4 1-s.r-0' 1-4.r-0' CL•DD' "n Q-W 14 LAM Cl RS 'DO' ♦4 BA AA)A c H L T n w Y F K 1 l COt4C. LAS. • cow_ 1 cow_ LI& DIA SQ.R. _ CU-YDS. .YDS. CV.YOS. H k r24 1.77 3-0 3-4 iO o tv2 0.4 3-2 1-3 o-s o� 04 1'-0' 0.1 7< 2'.!' 0.9 w Y-0 1.0 ss 1 3.14 2-0 4-J a-o 0•-3 0-6 3A u al 0-5v2 0-! 2'-0• 12 Too s'-0' 1.3 106 <'-0' IA 1 4.n 2-0 4-10 S-0 0-3v2 04 4-4 t-9 0-9 0-7 0-10 2'-6 1.6 127 3'-A- 1-7 134 4'-0 U 141 7.07 2-4 sJ 6-0 D< Oj 4-n 2 a o-n 0-4 1-0 s-0• 22 174 4'-0' 322.4 1919.42 2-6 64 7-0 0-4V2 0-4 SJ 2-3 1-0 0-9V2 1-2 r-0' 2.7 212 4J 2.1 222 3'1 2.9 222 1237 2-4 6� 6.0 Od 0-! 64 2.4 14 041 1-4 4-0' 42 267 S' 4.4 277 0'-0' 4A 227 13'60 2-0 7-3 9-0 103 v2 04 6-0 2-9 1-4 1-v2 U4 4'-0' 62 40• I 1943 f 2-0 740 10 0 O 6 OJ 7-3 3-0 u 1-2 1a s o 6.2 -- IIENFQRONG STEEL 6 TO U INCLUDED IN THE LAIM MICE M FOA CONCAFTE •L3- TOTAL nM LB4GTH 01 ulLJ+U QtLANn ES NCWDED N CLAVIAT Al,o"Y AAE FO!ESfYMTNG P•JIIPOSM ONLY. BOZEMAN - FOUR CORNERS IRRIGATION SYPHON DETAIL P[.!w AV'PP ACA NO SCALE GgWt tivlNe fAV Il,e STATE PROJECT NUMBER SHEET NO. YONTANA STEP 5C-2125:62 34 SLOPE AS SHOWN K ON CROSS SECTIONS FNISH GRADE K Ir I yl r 1— ELEV. .F. EI EV. 'B' � �-tTr�1 �ELEV. `E' •� MIN. 1'-0" I Mih. I'•0 /' 11 IL ET — fLEV.—�. — —.— 'I I .—' E 'J. � LE SLOPE SLOPE MAX. 21 I vo I I MAX. 21 1 NOR: KND6 SNUL K rot-4CAST ALL JOINTS SHALL BE WAMVIWft.0019T AND GASRRT TO MU7 THE uouu:harrs Of -0 ART.603.03 Of STANDARD SFECIFICATIONS TYPE CX-d RUBBER GASKET JOINT owealONs 1►T.�ay IIHV f HFYATONS •'OUAHTfftm MIGHVYAY DMNC:TE! TY►E Q , - E?O INLET O�JTIET rYVt 6Af11C D CPS l K C W C K' S S' SEC1Wf15 A H—c D ! f T�►l�'� PROTLCTTON STATION S INLET OUTIET ET Ol.'RET IHLET Oumn 129+12 !B' 9=P 3 (7C' 14' 131 1I C 6.2 5.g F FfT5 IfO T. 41C I, 47 s 4751,7 IZIC.4 4R4 51 _ - - ACP ! P ' sC!C.536' S �. f !4 ? 4f3 19 N70 IS' Kp S 16C 6 16' ! .^9' 6 +.: t.6 X u"A uP°. .•Za. ! •f21,! . I.L 46 !.' If2R.6 _ _ _ _ r . r6' Acp 3 tR.' R 6' 3.4 1.1 Cp. SD, /!3!.C 4f3+.. ♦fJ7 r . f.�� .f33.? .[31.7 AKY 1 f6e C W !!C 1* f' 1 J.S' 1. r OCS 039..F 4F!5.S 036. r 03514, °'? - .038.5 FCT5 .-s. . IP.I.3 INO.: 16391.0 464 .? 48I3.f ?+' RCP g !?Z C !6 !2r ;+ t +.+ 3.: FCTT f£TS dN!. 1 �f.f.C •f+3.1 a.3�E If.d. 4646.5 •S- TOTAL►RE LENGTH Q K+C+W+C+W QUANTTTSES IW LPM IN CULYM UAVAARY ARE POR[SYIMATNG rIJRPOS6 ONLY. BOZEMAN - FOUR CORNERS SIPHON PIPE DETAIL t I.•• .171�v♦ J•♦ (..cr•v fI STATE PRO ACT WMER SFEET A10. pp WONTANA v` It 2' FCP ♦,�� tic? 472G_ _ V O 13- NEW TWC�� Vo14 ♦S �• St A.S•40 P1. 5 �• STA,2100 AT. MfR TYPE IV I:JPB PtEI s ♦V 12• RCP NC• 10' SLOTTED pR. 41 0R.'v t/.El 134' dl 4715 TFP[ R URp N`ET I SEC OE�A rII ali i T,O, ELEV. RY TOP CRATE R7. CUTER 4T12.40 4111.e2 - FLEW. 4111.1 TOP CRATE PROFLE R►t ELEV. ELEV. 4T11.05 4105,TV 40'NH TYPE 3 41'1N TYPE 3 4710 SIATOH 5/40 ll. 4T I V_ STATO► 0410 LT. SLOTTEDCIF D0.AN \ A]a RCO� Y it RR 1 S+O.0075�P Cl.It IRA, `►VERT�LEW. P-"L IN of RT ELEV. ROADSIDE DITCH 4705_ 4�Ce.4 M'VERT fLEVAT10% AT CUTFALL IL705.7' 47p5 4706.1) MYERT ELEV. AT OUTFALL 4706.0 :vIj LEV i7 FR 9ELEV. 12'c110' RCP C6 Cl.a RR, N.YRT ELEV. 12'1f50' RCP S • 0.0166 '/' [[4T06.e0 CL,11 MR. iT06.90 LFV, S 0,016 STCO , 51! 41C0 IC.DO 1+00 3+00 4100 5+00 F..+.-C 0 100 200 300 400 S00FOUR CORNERS INTERSECTION - SOUTHWEST OUAORANT FLOW TO NORTH FOJR CORNERS INTERSECTION - SOUTHEAST QUADRANT FLON TO EAST STORM QRAIN PROFILE STORM DRAIN PROFILE SCALE: HORIZONTAL 1'=100' SCALE; HORIZONTAL I'=100' vERT CAL L AL I'15' vERTICAL I"•5' STA. 315•IS Pi, 1411 CLIO INLET STA,0+60 LT.ICOLLEvf ST-t - cU1TLR CLEW. 4p5e.40 NCr C a�I NLET IF ELEV 4055.40 Cu Ti ELEV. 4lS6.33 STA. l3e+50 LT. 17} REP CL.II RR. LATERAL F.L. ELEV. 4655.3] NEr 70 SLOTTED CR-iCuiD PtET 12' PCP CL.V IRA_ LATERAL LUITER [LEV. 4"D.47 F-ISTA. 32S•20 LT• STA_ 326454 LT. 18 ELEV. IMR. T NEW 20, SLOTTED OR.iCJFB NLfT NEV ID' SLOTTED OR.iCUFs KET I0 RtP Cl.a MR. LATERAL Cul1ER E.EV. 45S6.02 GUTTER ELEV. 4855.11!2 STA. 333416 LT. F.L. ELEV. 4932.02 F.j. FLEW. 4652.12 c NEW 20' SLOTTED DR.iCURp IA�ET le' RCP CL.6 IRR. LATERAL ti RCP C1.0 MR, LATERAL GUITER FLEW. 054,20 STA. 335490 Ll. F,l. ELEV. 4151.00 NEW 10' SLOTTED DR,/CLIMB INLETST►. '.2 •20 f) STA, 326+06 E STA, 33C,70 E Ie' RCP CL.fl MR, LATERAL GUTTER ELEV. 4653.75 4 NEW 40' YN (TYPE 31 NCR 11' w rtrPf 31 F.L. ELEV. 4p50.75 S:A. ,}t+50 R1. } �r K W 4e'�w (TYPE ) S'A_ 333+16 4 12' RCP CL.If IR4. LATERAL NEW 70 SLID TEO Ca./CURB INLET AT F116HEO GRAD[ N[M A6' w ITYPE !1 STA. 335.9D It F.L. ELEV. 4841.R ELEV. 41 FLF-0. i CRADE TLEV. 0 GRACE EIEV, 4t5T.20 El E'V. AFST.C4 (LCv. 4856.92 FAIS•EO CRA NCR A6' w ITrPE !> 12' RCP CL 11 MR. LATERAL ELEV. AISS.OE a STA_ 130.50 [EV.f 484-GRADE NEW 4!' 6N IEYPE 3) ETA. V SL ll. 6 AT, F r W• IV SLCITED DRi[URp INLET FINS•ED GRADE CUTTER ELEV. 4e A4.67 F.L. EL V.CL 1067 1 ELEV. 4p51,27 T 07, tY RCP .t1 WI8.R, LATERAL S A ' SLOTTED A,NFW 200' SLOTTEDED DR-/C/CURS MEET I {521TSL�,� A O '•j - STA_ 343.15E GUTTER ELEV. 4e3 i �p HER 46' w (TTPE 31 F.L. ELEV, 4e30.4T -- - I t'c 1 Ep'RCP CL.11 RR_ - - _ 10' RLP CL.R RR. LATERAL S=D.DDS /' _MYERT ELEV. 1NgR1 ELEY, leS1,29 24'x2T1' RCP Cl, II RR. 2<'K260' RCP C!. 11 NR, I ELFV.£4145.47 STA, 3AE+70 f 4151.31 4141. EIEV. I INVERT [LEY. S 0-0029 /' 4l49.30 4615.20 S • O-CC25 �• I NCr top• W fiYPF ]I STA, 357+00` NEr 40' W I T►E 31 ^b<', My[QRT ELEV. ANER1 ELEV. 24•S 64'RCs C!, 1 tet7.A2 48t6.et NVERT ELEV_ MYERT EIEV. 0.OlOd .R LRR_ FMIS�ftl CRATE 4545,3] 4045.2] ` ELEV. 4141.06 352•42. 2' AT. NvER1 LEV_ NVERT ELEV. Ae46.tb 4E4S.96 24•�3 NEW 96' A6( [TYPE 31 ai- tiE40 SS`• CIP OFOr22-11 RR, STA ]53.36. TO' RT. F IR I$HEO GRAD[ I '�• clfv. .63...1 1 ce• RCP ouTc4l1 STA. 333.30 C. STA, 336+16 M'.FRT E.EV. NVERT FLEW. pzzpAy11ARY SEVER x-NC U.G, ELECTRIC LINE e-NC 404C.22 4640.12 I FN,S•fE0 GRADE 14P OfE [LEv. 4e4I.S uPPROx) DEPTH UNKNOWN ELEV. 4835.92 2i'r52f. REP 4l135 S 4 0•D!I CL.F EpR. E •�. TRU%Y.LIF[ TRIl4xL NE INVERT CLEW_ INVERI ELEV. INVE41 CLEW. 40k0.66 4e3S.2i 4$35.s1 121. RCP TMMKL 04EI £xIST NG 24' RCP INVERT 2l T22LEW. 40•A 100'RCP CL.11 1RP. ELEV.IN4l 33.65 S • 0.C069 ELfv.OL(T 4e33.53 �2'T12LEV. 24'xA0'RCP 0-11 OR. _E 5 STA. 346•TO S c 0.01 Is '/' [POSTING 24• RCP ` STO11Y DRAIN OUTFALL STA. 346472 INVERT ELEV. CROSSING U.O. GAS LINE 9-1%c tl24,10 MYERT CICr. INVERT ELEV TIE INTO NEW 4H CfPTH UNRNC11% FAp' RCP ExISTNCI 4p2a.IS 4024,t 14p' RCP [X bt NGI OUiF All 1 1 4P10 I I 3tb }4T 3t0 349 750 351 352 353 354 ;,s } 4 325 3?6 s2T }2e 379 130 331 '•3? 373 334 335 }36 33T 338 339 340 341 342 S43 s44 345 S A_ 3sr4a (41ST14r.41' RCP CROSSING it ROD N:r A41 STORM DRAIN PROFILE SCALE: VEMCNTAI 1.15, BOZEMAN-FOUR CORNERS - VERTICAL 1'•5' FA.1".i7 1 JJLV '94 1 L1 STORM DRAIN PROF ILE pRn4 JwY 'v4 r raVI•1O Ill, !1C HMO.,STATE PROJECT NlACER S-1EET NO. ANA S1^P S:r 212SiB2 ... 35' 4' y r BACK OF CURB :►' 34" T�s(TYPICAL 1 I 2 1 52 1 - - I Z n lB inSEE SECTIONS B L I'OR VANES ?r ,. I 26' A — A ► 20" • - - 3S• 22" L A SECTION B-B ,\ — — � '� '• : DETAIL - DROP INLET FRAME DIRECTION OF INTAKE FLOW SECTION A-A AND GRATE (VANE STYLE ) , NEENAN CASTING R-321 0-L P3/�• �� NOTE: NEENAN FOUNDRY R-3ED EOI fJUNE 1S9[ OR APPROVED EQUAL REVISION) OR APPROVED EQUAL (VANE sT;_ %.• PL AN NOTES: (A) ALL CONCRETE 70 BE CLASS "DO' I,y" OR APPROVED EOUAL. CEN'[R Or MANHOLE IB) CROP INLETS SMALL BE PLACED $O THAT TYPE II CURB 'NLET THE FRAK i. GRATE HILL BE AT AN ELEVATION --- - FRAIJE S GRATE 0.05 FT. BELOW AND PARALLEL TO THE CROON [OR SUPERELEVATION) AND GRACE OF FINISHED I' ADJUSTABLE ROADWAY SURFACE, UNLESS SPECIFIED OTHERM(SE. 2r CUR9 Sox 5 TO 8 �." u 15 1/9" 2'R G + 30" D Art<TEF p: +r— RODF SLta _ n_• OP KING 3S + r c• v4 �, --- ✓ �� T, m + MANHOLE D-A►ETER AS REOUIPEO CROP i•,L.T FRAME AND GRATE SECTION A-A •�'� IVAY.E STYLE) SEE DETAIL F�ECAST ROOF SLAB we 30" RCP CLASS II _ . ' • 30" DIAMETEF Al. TYPE IV DROP INLET xALL B e ROOF SLR@ ate•• _ Ot o: FFALE 6 3RATE IASTM C-76) _ - - MANHOLE DIAM TER •• d ` STORM DFAIV d•• i 1 EXTRA :R M SOTTCM r I,ATERA.L • IALL S,DES) 30" RCP CLASS II HALL B • • o ASTM C-76 �—`'► ✓F07F SLAB I s C3•' -LOPE TO GRAIN • � / � r I EXTRA BAP < _ / Mlk. GnADE_ IN 50TTOM —STORM DRAIN LATERAL d P . • O • J • e A TALL StiES) V, d� • A v • • . 3 0 DR�v TLG'R SLAB ROOF SLAB i 6' X 6" X 6 GAGE IF f FOR COYBNATION TYPE 3 MANHOLE. TYPE IV DROP INLET 0.75i MN, GRADE SF-E STANDARD DRAWING 5T FOR DIAMETER. SLAB THICCNES` AND REII.70RCINC REQUIREMENTS. FLOOR SLAS� #* STANDARD UNLESS OTHERUISE NOTED CV THE PLANS. ROOF SLAB 6'x6'x6 CAGE NIIF COMBINATION s+► STANDARD DIFTH SECTION B-E3 FOR COM6II:ATION TYPE 3 MANHOLE. TYPE IV DROP INLET SINGLE DROP INLET SEE STANDARD DFI M14 5? FOR DIAMETER. SLAB TrIC•.%ESS. TYPE IV AND REINFCRCINC REQUIREMENTS. ALL CONCRETE TO @E CLASS "DD' OR APPROVED EOLAL. COMBINATION STA. 0+70 LT. DROP INLET STA, 1043+90 RT. CURB INLET ��•^ �-'-� •• td STA. 5+40 RT. TYPE IV STA. 2+00 RT. TYPE II I - STATE PROJECT M•JM S£R SHEET NO. MONTA.NA S-PP 50-2(251e2 56Y2. 6' %i t DIAGONAL GARS KITH 0/4' OPENINGSIP t1 I ' c�R 6' To ' 9 ADJUSTABLE r I' — i 24' CENTER «III 5t• MANHOLE 43' CURB INLET • FkAAC i GRATE DETAIL - CURB INLET FRAW AND GRATE IEENAH CASTING R-306T NOTES: A) ALL CONCRETE TO BE CLASS v 4' v v• SLAB ROOF SLAB— A ,T OPENING t 6• THICKNESS 'DO" OR APPROVED EQUAL. B) TYPE OL REVERSIBLE GRATE SHOWN. 48' DIAuETER < FOR OPPOSITE HAND FLIP GRATE v.aNHOIF 4' � 70P TO BOTTOM t v ROOF SLAB 43' B iROOF SLAB ( EXTRA BAR M BOTTOM (ALL SIDES) a A A =A BARS AT 12' CENTERS O � - MAX. SPACED EQUALLY. e t, v v o ._� 4a• COMBINATION MANHOLE SECTION A- A AND CURB INLET 6' FOR COhQINA'IOV TYPE ? IJANHrIE WITH 17 CURB INLET. SEE STANDARD DRAW NG 57 ADJUSTABLE PLAN VIEW FOR REINFORCING REOURELENTS. CURB BOX 2•R I W h5" ANCHOR A 60LTS STORM DRAIN LATERAL OUANTITIES 3' SLCPE TO CLASS "DID" CONCREIE . REN ORCING STEEL 0.75Z DRAIN , MIN. �— • ` 0.5 CU. YD. 80 LBS. BOZEMAN—FOUR CORNERS GRADE o FOR ES71MATING PURPOSES NLY. CURB INLET 6.f 24'• -A L 6.1 SPEC ,AL DESIGN DETAILS STATIONS: 325+25 RT. `"'° JwV SECT ION B- B 0+60 . (COLLEGE ST. ) C►.AYn JJLY '91 J�A I .Gkt 9 teVi!e° ►A Y'?19 i STATE I PROJECT NLAOER SHEET ND. 40N1ANA 51F•P 51-2:2`132 128 DETAIL 44 BAR ON 2' CENTERS GUTTER FLO*LINE � FRAME WITH TYPE N GRATE S:AAOARD COA4'FE`E CJR9 - FODKED (SEE CURB IM_ET TYPE II DETAIL 1 0•.�yX• DE.REsSS IDO sL DtrECp Dl�1IAN A43 tCATCr1 ASN GRATE yj ��6ELC„ THE CUTTER GRADE. T`fF It AL 0` EwT RE PROJECT I �1•;ram% • % °D M REEAR. 1'-6' LONG >H REB All EXTE4] 1'•6'- I�•' RDRbAI GUl`[W GRADE It. FASI RILE1 GRATE i:-- Iu RflAR_ EXTEAO RESAR 10 aIET GRATE XCA AEEAR, Ex-E1O REIN TO INI Fr GRATE e ho r. /. / - e P :• I e . ./ - 12" o r SS T jj IF��— r .�4►A - RCP A CDNAr S�4UCT'O J0h JO NT EXRTS A CLASS F C014CRETE / y o 0 6' LEE• GRATE SLOT ITYP, > S?QUAR CCONCREETE *UG�CR AETAL CAD CONNECT ELBCW TO SLOTTED DRAIN v~ i AS AP R6YED 9Y Tt+E E+GPJEER •:RAKSITION FFOM 6%r' TO 6' MAB WITH MODIFIED HUGGER BAND AND SEAM SOLVENT OR APPROVED EQUAL CLASS EXCAYAT qN T' �N. N AREA OF SL OITEG DRAM. 2 PIECE ELBOW WITH 2'-C' AND - CLASS 'F' COI,CRETf D+6' A;-3" LEGS SKEWED AS SHOWY "fir • ! e 1-• a WITH WATFRTIGHT JOINT. 30D RCP CLASS 2 HALL B THE EIBOw SHALL BE INCLUDED IN ASTM C-76 SEC-T_ION A—A THE UNIT PRICE BID PER LINEAL FOOT scALu OF SLOTTED DRAIN (TYP) GR:ss !AR SPACER ELEVATION VIEW OF 30" RCP TYPE II CURB INLET W/SLOTTED DRAIN PAV[NEhT SU;IFACE C� NO SCALE W RESAA I� ' DRILL -TOLE. AWRY GALVANIZED PAP.T, AND IASERT At All ( o L V.'tt' FILLET PELD SACK CL'R3X D--J C--j z_D-� ,�� SECTION B—B SECTION D—D, r GRATE SLOT DETAIL CROSS BAR SPACER NO SCALE K SCALE _ I � 1 CONNECTION BETWEEN CSP AND \�� 30 OROP INLET SHALL BE �1 -— GROUTED WATER710HT —v A£bAA AT 21V c:ATEA1 I !I II T II II II II STORM DRAIN LATERAL . : 3 I II,Tlf7 M'EtD w*CK•+ C. 12 Y151 b•W SfK'fR (TYPJ CRdSS bVt SWA:FA w PLAN VIEW OF 30" RCP TYPE II CURB INLET W/SLOTTED DRAIN c�� y - No SCALE SECTION C—C GRATE SLOT WELDING DETAIL Ir • . SCALE, I'=1'-D' I : g Y, + QUANTITIES l STATION DIAMETER L* SLOTTED DRAIN! TYPE II CURB INLET CL. "F" CONCRETE #4 R BAR BOZEMAN — FOUR CORNERS z+oo 12' to' I EA. 0, 6 YD3 5 LBS. COMBINATION SLOTTED DRAIN CID AVI" WAY W I LI "-4 "AY P, -A > SLOTTED DRAIN INCLUDES: ENDCAP, SLOTTED DRAIN, CL. "F" CONCRETE. CSP. AND LABOP. & "I YPE II CURB INLET DETAIL __ + OUANTITIES'FOR ESTIMATING PURPOSES ONLY. STATE I PROJECT N-WER SHEET 03. MONTANA S'FP 50-205iEZ '-9 DETAIL rq EAR ON 2' CENTERS • STA"IDARD CCP+:REIE CURB - N;APED \ _ • 0' 1i�e' pEPRESS 'CY ?F SLDII tIJ DTTF AND CA•CN BASIN C■! { /t- GUTTER FLOMIINC �.,fBEL Or THE R. VE_1' CRIJE lr►tK C3 EN1 qE ►ACUEC A [SEE CURB INLET GRATE I 1Y.' NORMAL rUl'ER :RASE M REBAR Ex'ENO I'-L• y r _! •! A ..• � PAST IK!!• GRATE IJI• 111 �� RFB4R, ExTf�+J REBu( 10 NLfT GRATE 2' -0' ;r-� .. - i w REBAR, EXTEND RESAA •0 INLET CRATE •-T A. A 'A Imo` �I SAW- if r I CoNt o 2• h KD r I ` E DEEPTRLiT OSLOT T Ec6T5 c�� I I I 1 • 6 - =o _ I !r� •1. �1 ' •to AMBIT IDN iFCAI Bl0i '0 8' C'JRB L.G I CLASS F CONCRETE 1PNRAN FXCAYATgN 3' V M AREA 1i SlD•lED GRAN. (T1� 1 SQUARE CONCRETE PLUG OR METAL CA-" CONNECT QLaON TO SLOTTED DRAIN �.'_ tLAs 'c• corCRE'F Di6 AS APPRO':ED SY I-E ENGINEER WITH MODFIED HUGCER BAND AND SEAM Tom`• SOLVENT OR AFPROYED EOUAL J•.-L 2 FECE ELBOW WITH 2'-0' AND •` -SECTION A-A A'-7" LEGS SKEWED AS SHCRtaSEAL r•r o' O 161764 %ATERTIGHT JOINT. CURB INLET � 'HE ELBOW SHAH BE IVCWOED IN ASTM C-T6 TM_ JNIT PRICE BID PER LINEAL FOOT cR?SS EAR SPACER G SLOTTED DRAIN (TYP) PA\_1[NT S.FC ACE�D-1 Cam•.I ELEVATION VIEW OF CURB INLET W/SLOTTED DRAIN RUM II� NO SCALE L DRILL kXE. AP►Lr CAL YAN2 PANT, AND NSERT REBAR Vd•:I' FILLET WELD BACK CURB TT 14'w k- ��YA• � -- - .J C-.J 1 O SECTION B-B SECTION D_-D GRATE SLOT DETAIL CROSS BAR SPACER NO SCALE — NO SCALE h' 1� •- • CONNECTION BETWEEN CSP AND II II �� I I �vRfBM AT rQ CEM'Egs CURB INLET SHALL BE GROUTED WATERTIGHT -STC?M DRAIN -,AIEF•AL y �p��I L:1S5 Est S/KfR 7olk fl..S RELA a FA:w CAM LJP SPA-"fq PLAN VIEW OF F CURB INLET W/SLOTTED DRAIN SECTION C_-C GRATE SLOT WELDING DETAIL S:ALEe 1'•1'-0' NO SCALE �— + QUANTITIES W STATION DIAMETER L* SLOTTED DRAIN TYPE II CURB INLET CL. ICU. YD.JjRETE #41LBE5h � 4 - N 325+20 l T. 18" CSP 20' I EA. 1. 6 Is LEIS. K 326+88 LT. 12" CSP t0' 1 EA. 0. 6 5 LBS. 8 333+16 LT. 18' CSP 20' 1 A. 1. 6 15 LBS. u 335+90 L T. 12" CSP 10' _ I EA. 0. 6 5 LBS. 3:8+50 LTF343+15 18" CSP 20' I EA. 1. 6 15 LBS. - 12• CSP 10' 1 EA. 0. 6 5 LBS. 12" CSP t0' I EA. 0. 6 5 LBS. BOZEMAN - FOUR CORNERS 12" CSP 10' 1 EA. 0. 6 5 LBS.12" C5P 20' 1 EA- 1. O 10 LBS. COMr31NATI0N SL07TED BRAIN & CURB INLET DETAIL 12" CSr 20' I EA. I. 0 10 S. SLOTTED GRAIN INCLUCES: ENDCAP. SLOITED DRAIN, CL. CONCRETE. CSP, AND LABOR. .. + OUANT IT IES FOR ESTIMATING PURPOSES ONLY. STATE PROJECT KtWaER SHEET NO. MONTANA STPP SO-2125f12 40 B02EMAN-FOUR CORNERS TYPICAL MAIL BOX TURN-OUT TRAFFIC Ca - TRArrK EDGE OF DRIVW LANE 0. GOOD r— �\ _ — FINISHfs SNOULOER H N \ 7- Z R R 25' - - 5 c SEE MALICx LOCATION DETAIL Z o c = i Z g 1 r �- 20�1 •APfA — 1211 TAPER %Er INSTALLAT101.S SHOULD, Yrif.RE FEASIBLE, BE LOCATED UN Y THE FAR RIGHT SIDE OF AN INTERSECTION M1114 A PUBLIC ROAD t DR PA,VATE DRIVLAAY � O � 0 W = Wo ♦7 SCALE A•-n'w W ,,.I Y2 j Q w � DRIVING LA WITH APPROACH \ NE 4 0 R i STA. 29.51 LT. f s STA. 13:TO LT. (CI!)}F 12.0 STA. SI•TO LT, 11A. 57.22 LT. � STA.160•S1 LT. 9�4f • ^.. +Twt-..�1.t-� STA.TA2•AO LT. •�s STA.15Tr10 RT. 1� STA.190•50 LT. S•A.222•!5 RT, ctt'..s.+::w••�ucn.c «..na•a«cwn'•a ,Ir:YL.Cft�•\Ad YKK SUB-GRADE �,[i,x• MJt0.90X !OCAT:ON DETAIL WIDENING FOR MAILBOX TURNOUTS NO SCALE ram, ACTUAL Slit AND LOCATION TO BE DETERMINED BY '•E E%CINEER. T TP.AFF_C TRAFFC EDvE OF DRIYPA LANE _. //Z/ ---'-- ----- - .----------- - - - r< 10' MN. —�wl- --- + — :Is.IS-ED S,*JLCER " QJOD O1 " SEE mALlcx IDEATION OCTAL 2011 TAPER 1211 TAPER WITHOUT APPROACH STA. 12.21 R1. TLWNO.IT 11I'•CUT APPROACH Su. 12442 LT. MAILBOX TURNOUT STA. 90400 LT. STA.1$O4TO L1. A10 SCALE STA.1%9•lT LT. STATE PROJECT NUMBER SNEEt N0. MONTANE TFP 50-2t251B 41 i W r O,, BLOCK CO 4A BUILDING R=Yso.DO' eiea cure szvrrrR CAFE »_ L= ae. rr o.Yr rD' 4 I O F=.9. 2' � 3 2r2.9' rr• �! 1043+ 00 91 Da or A.6r•s0'.I.Dr L= .40 R= so.oo' CONCRETE T=w � r/ r� L=sear , O SLAB T=3s..r , . \ ->E-- roaf .,Y9 CONCRETE, _ ----- - Ez ISLA ❑ , 1 r ' _ O 1 1 1 2 ,a7far.ro j 1 ^ , T=.r.rr iO.+rL7 OrD++f00.00\ /0..f00 ,.0 1 1 ro++fao.os t nf6o.aY x.o N YS 17. - (\ 6 rr.ao.35 C�J SAYS AT. .'1-----------_—a---------- V'TIOf 1.60 N 6,61so.CY r6 R •� f �,� 617Nd.S5 6 r7V61. Qr.D.00 Of Ye. 016 r.t1 01 Q.Y! O O —� Orb .63 32.rI Rr. / 8 �: 7T Jr Sr 39.r+'rf.. .6s'40'Yd,or rf.t.SO d t.YO'AT. A \ T=+..sr L=04.Y. '� � �'��SG�p CRAFT " " Ill �l�I Ii�l SHOP TRAVEL e. nr. 1 oavir+ 0 0 !� rrsr 54- S H 0 P P E o 1 �� --- R= Y50.00' s ' 12' 12' 81 L: 5,.d! U� R zsa.ao 2 "06- i T=ss.ee / CONC. 6 1 30, SLAB r'�' � _ Y STPP 50-2(25)82 oQ 4 o� N N BOZEMAN - 4 CORNERS Q } I ALL DDNrNSIOIrS ARM TO FACZ OF CUW INTERSECTION DETAIL Ifdr. 15 vi 7''a. f:;I'bRNE R Caj' SCALE i"=ba STATE I PRQECT NUMBER S4E7 No. uohTANA PTPP 50-2(P5)8 42 1 � 1 ^ 1 1 J 1 h 1 1 h 1 1 1 • 1 in 1 1 � 1 10 ' srn IT (IN 1 p0 ct 11 1 1 1 1 ce cc 1 1 1 1 1 1 � 1 0 ■` ac - 1 1 1 1 1 1 MU lti 1 1 C 1 1 1 / • � 1 1 1 4 T 1 1 Q 1 1 u Jl O 1 1 x� 01 r t \ O � ------------ ---------------------------------------------------- -- ------- --------- --- i x:as•54' 50�F. -- ------------ --------------------- ---------------------- t 10 NORRIS y 1Q1~ I V` t In •• � O K !-a o �• p u - O Iraa La i O - as�1 I � ww FFM p r J W W 4 I Q= a �u STPP 50-2(25)82 N - B4ZEMAN - 4 CORNERS DETAM-WEST LEG SCALE 1"=50' STATE I PROXCT NWBER JSHEE7 NO. YCNTANA VTPP 50-2(25)82 43 1 I 1 1 1 I 1 1 1 I 1 I I • 1 1 . 1 I I 1 1 1 I 1 1 1 1 1 1 I 1 1 1 3 I 1 1 I 1 1 in 1 I h 1 , n 1 I a w�IIn1•� oM� 1 00'K/► I 1 I 1 1 I 1 I I I , 1 1 1 1 1 1 1 1 1 1 1 w 1 I Mu 1 1 1 1 , 1 1 1 11 1 11� •'4 I 1 � GROC ' A I1 1 1 1 g e till J •o u C�i} x va n --� _ x x x x x TE S 89' ' 30" FL ------------------------------ m m O 2' "ATER SHUT OFF ri€ o u �� o QHH)) �•, ��n I►- A cC `J� i�X I ' 44 NURSERY I� ry/ < 00 3 ❑ N O v � JW f CHURCH $ I �o U J aN i I cAS PU►� r . a STPP 50-2(25)82 I•SI4S19 BOZEMAN — 4 CORNERS 1 ; N311no a iakm 339 - I DETA 1,EAST LEG I 1 SCALE r<N=so• STATE PMECT NUMBER SFCET NO. MDWIAMA !PP 50-2(25)81 44 1 2 1 () 1 b 1 1 1 ZQ � VI 1 1 U 1 A 1 1 8 EAD 10.,1 TAPER Fwc_ it.rule al 1 - - I IRAILE NEC S GUTTER 1 1 t 1 1 1 1 Oa ' 1 � ' � a, 1 � 1 � 1 , 1 W I042♦14.7 � 1 'Iv f TAAC S CORNER - CAFE S t CROCERV {h u B v CONE WEIGH STATION 4 aaer IL 9 51 - - - SLAB _ 1 •; E)10 P�141rED rfOM,1 �`J END tr.rump fiAf o ---------------------------------- ---- -- -- --------- ----------- TO GALLATIN GATEWAY N.0'40'25"' E. _ ------------------------------- -- _----- — — ►. — — — — - � a or 1 gj TRAVEL `j SHOPPE r CONC. 1 I 3 SLAB m F o,� v Wi r4 II r 'o lit, � z I Dill P C .- - STPP 50-2(25)82 BOZEMAN - 4 CORNERS DETAIL-SOUTH LEG SCALE 1"=50' STATE I PROJECT WAABER SHEET NO. YONTANA TPP 50-2l25i8 45 'ro4o 1 1 X U 1 O � EAD W I TA" ' BE6. LT.74.'M W i 1 � , 1 1 ' 1 , o 0 1RAILER Q H TRAILER HOMES p � I jwtt'S CODER BLOCK GROCERY CAFE BU�LOMG v i t t O CONCRETE _ SLAB t T SLAB z+ UD PASTM rrDL.w UDLT.T431 By ----------- ---- S1H ,a't4sc.s ------ -- -------------------------- --------------------------------_-------- 0"35' 35" W. —%:::;!%ljj q ---------- '"""— ---- TO BEL GRADE ` -------------------------------- -------- -------------------- - ------------------ e - ;1-- _ _ I 1 H I I 1 I u *h CRAFT TRAVEL o / SHOP SNOPPE o I o I rclr I tt COK �—, S A' 8EOl Y.TUM BA> AAYTfO r£ofM' I kD NER! LUB" v 19 a U n r n STPP 50-2(25)82 BOZEMAN - 4 CORNERS DETAIIrNORTH LEG SCALE 1"=50' -- STATE HE PROJECT MLACER SET W. 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W. n STPP 50- 2 (25 ) 82 »,! 1�a BOZEMAN— FOUR CORNERS lIl1! INTERSECTION DETAIL ;,, MALL ENTRANCE & MAIN COLLEGE AND MAIN SCALE: f'=50' STATE PROJECT K&e[R SHEET NO. YONI ANA Sl Pr W-r fzs i or •7 O HELL HEAD- r LLJ O ,4, / ♦,r .,1 ' c ��,�• MOUNTAINBELL `a.r, / ♦a' A* JF`p• �� • �ifef' / / y'♦'' / f00ENOTP0ISTUR9A [� ♦ I C '4 fir OFFICE OFF ICE T'tEES •G9*� SOT ;V STPP 50- 2 (25 ) 82 BOZEMIAN- FOUR CORNERS INTERSECTION DETAIL COMMERCIAL APP. & MAIN COLLEGE AND MAIN SCALE: I'=50' STATE PRRDX T NL1l1ESER SKET NO. MASS D IAGRAM 40NTANA STPP 50.2t251B2 41 STA.O.O0.00 STA.3:1400.70 SEC.S=P► 50-2E2611412 END STPP 50-21251E2 IPICL.\.A.S.A R.LEG COWL 1 14311 C.I.UI/CL.E)C. _ ' 110510 C.T.L""L E1C. •30000— 14315 C.T. LK 2O1TE C.T.STREET EXC.ISTA.30O.O0 TO END Or PROJECT I !1 E M i.MUE 5211 C.T.1lNCL.EXC. 131541 C.1.SPEC Mc BORAOR EXC. •,2t! 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YtT: r.:, r.�, :4Mf•P.�I. _... :... .......... _..... - p oat - 1 . ... . ?eL 7. 3 QO 4hCi - .. ....... .. ..........:....._ _.. �� ..... .._- ..... _... Zoo STA.212•!- VA. STATE K IlG 6As L N[ x-Nc 2•No l GwS L ar UC,Tv.x.#4 S NLArBEN SHEET ND. /!1#4 1,- D[PTH NE x-t#• uG GAS LINE A-MG ! TEL.A-!A: D'- )"DEE► Ex. SO' MCP.TANA STM So-212E1l2 is DCFTH ,,hw NGwN RD. EASE. O O n 1 •b - �r 1 p it y Ell. to En O 0I �S v 1: 3 1 RD. EAST_ C • 5 N a o a CIE 1 �I Ev R. 5 E. c ■ I W SEC 10 �a B $ _ u �a _ SEC 10 liQstiELT S��_w1 ► " ^N STA.2CA.3 S Nd� N.� wl� »Q i.! y, I s b ci • ! 4- I - r 1 w. ♦ I I I 0.Ix.lY.DEEF t�l. _ I =-- - e L E- —I_ • _ w•• c•c ��• t --Ei�JJt _ _ rLl '�- - 'E:— -_ - - - I1 TEL --- - �E� -r EL - - _ ! - - STI D.11 - _ ItL IS' W 07' Eem v _ - �- -- `` - I — •� -�y -- A "" o8--r °' I (fit, EAA$$E.JR!! a R/e -EA. EASE.• Ib! \ t\ (1`1` 1, i• s ' us I • d ti 5 9 11 1pra O a . • to• ^ 0 9 iL 1 V SEC. 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A•S �_:SSE C 1 O s w r ue.�s.'le I � asi a it € ; f' ,x 8 i O_ Vt N - -Tu- I rl — � r_ ss M07E• RIQht wOy CaNlfOr If N me 3 borne os lhs Pro7• Cem erMe l if _ .�a .r.. .__ - ` .� - u I..e�..�s=.ram �T. _• V 1 • a 3 '---- C'JR6 OPEN!"GS E All A [i: n In _ q 506.T7 Oil— 24' r I!'lE� p'I� IISM T7 111 n { I .A iRiiw /R iSEE MOTE TIEE f 1 yy rr• i ' n r� �i�n P.TL i. !0e•7T.3i 3t p r°7 a !j `•�0 10 TNp. C. C011_ �� 9 t•21,72' 1. 2,11 `1 ! •' SEC. 15 :u : ;r4 ��► ► R/e Lim[ PI STA 2S!•15.66 PRDJ. PI STA PS1.15.00 ` A•03.42:31• RT. , a Zi �y vls � •�o oa v 9 0 ` o•of Do.�. a 02r 30,09' oil. 8 n !• 3 c i=sla e6 L-5o9.7e o. � u 1.I!S.SO To 250.1! e•5743.5!' 1 C. R[•11 469.16 tia31 .. .__ .. -- -- W �1.a7r .ova �i� na ec ... _. .. - .. -. ._... .. '.l _ - I • - b Q c =490r7 _ - - >; - . q - - I VFW: . - - i7l/r!}! - - r r r':'. _ ..4UG._. AP.CI -- _ _ - --- -- - - -- - __ - - -. 0 -- :488 - .. .T,. -. .. _. 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Re it ENTRANCE $a -- fK-0 =-- __- t — — Li •Z ram ' _� • sic _ STP -`• -1� G `_ EX. '- % ---- - tea— -OPENINGS c=- -_-- S1A.)I(7,I{ tT. AllAC _---- _-. - ��u�— STA.)t)•)2 LT. 24' _ ^--------- ---_ �—r'�- S X~7C— x x STA•I'S•5A Et. 74' - 1 1' s7ti stA.stt.ls LT: to' � SEC. 14 I/ 's i � I at Nh O •� : N 1 g x �1 La rs n $ u I 5► � ao i• n =� � N� � z a� 3 b In JS ` a si ^ >r Mat � < n 4 P W .f= iT _ J >t 3 - - ci •TMia' - " . t -- 'RR, ¢ Apt• i - - - - - - c:.: .... 7:4 •�• 8 _ ..♦.. ._........_.._._.__..........._ ___ _ _ _ �- - --_ - - - - _ --_ _.. ______ ______-- ___--_ ___._. __ ---. - - _ -._. - .. 1 _ T 1. is , T; s - -- .. - rni /-1 1 'l a B i 65 -i-� .�•. 1• • <. .•tQ1�' 14 t - _ �lllT•♦(4Q �E CI. -- U .I� - - is .. '1- - -!_-•' -. - - - - - --O,tq'h:' -- - i ... . .... _ ;a _ 8 0 7 7- 6 - - -,- -- : - :4855 Lgl� 4 = - - - - - 850' - - 1 .. ...... ::..........._.._...-----....__.:..... _.......,.......................... - - S14,176,55 %to rATCR VALVE Bye 11►.193.30 LaN-0t SS rr PLACE - ADJ.1r 10 GRADE . s]e•ts STATE PPO-ACT MABCR SKYT 40. S1A-StS•t5 �J V°" w0WAWA S M SO-tt2S.a1 ►I srA_r�]L•] ro f 1-a•K a-w: 32a.00 �s'ar, , 1 u` jt. .c r-wL J S� SW VI W tE•E.a-wa - )lS.7i- SA1r.6{'RT. C IM. t VG SATCR l!E F-aK 1-RrTE R-It: :R 4i /4r 21'CL• �I10 \iO 0.►tr Yi•rSrr d 3S/.rS - SN�SO' '%I OC►M Var•�M 21-[L. i �NNN ^ ¢ •o STa'0 rl STA. Ui,-SC_.• Alt "A - SAN.V1'RT. I yll S its S �er, ti+-' 3•- e••r•3['ao• Lr. r•rtEL cr.ArR n.rs SEC. I I .� I i Et•�?►►IS, c. ��, 'tiln $ ♦'� 0.01'0o'DG' 325.•. Rt. l ,l u t �l �I n•.s, •0.` _ 15,•I K, ►: °e L.I Sa 6.61' -Or_ dal 4 Oti �liw 7 til� o M-So ■I• 1� / , 0. C�St. I •�" tilq d rf ; 1•lA2.35' 3IS•66 R7_ S d ¢ s a �! a. a ►'El, P:. �q A mT� A'w MC yr 71.1]4S.6S' 126•H ►7.6 RT. / O I n e Cr i O 313.26 LT. s C TIUf E[ bIArOS r 8 d.1t• M 3lA•01 LT, iAILSI .+I� q r r Q•1� Er<)z t r '►� f D• 3('� U /� 336.13 L7. ISff 5 r 1 '3 I Ep•R• S'21 - I •/)p`3o0 L t •So•1j 116479 L T. 316.76 LT. 6'� o 'r �y� �• • 'iR' 1 qe olO, Cc- WATER VALVE OOAES - AOJ,61 TO CRAOL ^ o ts A �� Yr 4.Q3jl,e3• + lZS.15 - OS•ET• / A z w '1 ¢ �O C3 f t �~J ! 3i:•TiS 66'XT. �- �- '''` / O�Q , PROP L _� =q tEr -1 T g'°�' �D9, J //•�v4�ti' f 1 / 1 � � .M.rS-� R �A; `a L• - _' _"~ �l LAJCII I •e '^. ` ,� --r-`_e✓ l a's �L _LE ^= - A� l�_��w yE►• RAN -o_t �6 � •+ ` ac==a`` `'ca asi ___ caxe �----.- __� Z: rt�3-�-�w'y --_1 51K � -Pk^ II a1R -'- �� / O I __ cy __ ccc•a. =c== .•.. 1.0. • _- ,- [ls=- (..111'LrrrrJf� \ lff •� �Q SfA, •11 St -�•.�� r� f ]AN. - 1,0 -'a= •°c ==re_ .•ee• ----sr^_c-T-a Esi=-i �� •f' 7;'. ul►r ~~--�- °}t- C_E, 4 EC 4E( - ►�. = _ mod" ¢ 9 1 EX. 20' r+ n ��t\•Qy � �e � � � m •� t� L♦ � � j'�I 6 r � n � FD. EASE. ,?\j, ! A r '` t�uhS T p�2 Q \S'p^ L ARTT _ 0 8 S SR I. D ISH ET/ ` �y' fJ• S - ��o ik• ' tl ' , , L,RE __- _ i 311,140 Ri11 a s u 1J0 ►OT 0ISTUR81 • -' F ij c^ ¢I.a F " s� 30 w • • s EL'� cr. o �i>� i P a �_ o o^ o - C� CURB O�ENINC$ / _ ~, C)r�2fN n 331400 � Ed cos c : u=,ff .+ ( *O s;'A �T �r 9F{ ��/C .I �a os n S7A.I1O.T0 L1. 30' ¢' ,f c "•s, Q O f 4 n 1A.713.60 LT. •0' O • 00 r 75' ni W- E 4 n� 0 •p. F oa c V W♦'" `• PANk L 8A I• vOi 3"` ' ha $ Zvb .3 Fi�� > >' . F Ja i, :�x •_ • C � �• cOLLCGE sT.s Af.3T LT- Sa- �. •R \-� or 3271l0 tSEG• ¢ ,� a o�w >� jmJCw ec •�•. : �: xwe: •a : � = 1`t� ?! ice se �v.. `IQI, N Q<�a•r 1 /0 COkST. PN gig ` _ ' ��..•� afe 1 .i� R.� • • loo'aise v�ia��y ^. A• 1J •[• C ^ C \-f Ctlw OtlW Q N ^ry`� N f• Q�(T I1^ C SIP V.7 ^Y1 N. lJ •'�i. .o.�CeS/• o• fI ys sa tisa «si i o •.. ..'.•� •a T'rl o• ns it^� wI♦ 'T� J\� �q'.s, J..'•c3 r"f.��K r�r1.�' n 3r erg`• �w E�� ns�v„ �ry '_� •' �'� :n n"� n. .-..... '�',.' .0♦i,' Ha i... P,o•-�.r..INVI.��...'�'-'4_ -. ...-. ` 0 r i@ i t r ^�1�. °�76». .cSr. r� 4 .i�. s". 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EASE. o c - ki • a �" 'N •E!c tAT y A r 5 n 1O CONST. /� E. 9 alJ`� PERMii � � ��` ••Aiii , SUN DANCE ~ 2 m • W ,� n C'/ / " e vT ��% l SLOG. o� 9y A~0[ tB OPENNCS 910� f a b O¢ ra W W W J �Nyi `n u o`^ O1 72 AO n ^ �y • $ o 9 S1IL!•O•tS Ai. i0'f n e,A �3 K :3 •� _ �:O `s O a� Z Z •.9, 1 •� �STA 3+f.•S3 It ?! rf I .? �� >\♦ NN O p '� ¢o .,, ¢'� ' a O }• C StA.3A +80 AT. 0' / i a ¢ a n�• n n¢ o¢ .On W¢ h n Z �d ► 4' fill 3•t+e0 Ll. i0' / o O c �.1 . q • ' �g A• �O WIx aQn . h7 • �+ ` SlA U'O+iO AT. 40' a S1A.3!Tt%O 10 542-35 AT. O• J wfS/ �' < jI". . W W u-u '!.E+ STA 3S0•T0 LT. 40' n r T J 01 i. G o n x ¢•- P �• STA.YJS100 Al. AO ee DO NUT DISTURB SMUBS.TREES t �,ai 3v ; 2�u V0. a `� g "i a d J4T vT uu a a• u 'S nu SPP.IN•lEll SIS. N COvST.PMT,AREAS. ♦¢ ~ ¢ �- vi¢ �� < �¢ •u ro hs n hr wa ^ rr mueW STA.YN-SS LT. Q ¢ • � Ar S¢L4 ¢.!• a• r, m z a �� _m re ID ¢ .tt vT DO w01 OKIORII ¢a. ¢a• SPi9.AlER1 A S00 AT STA.3S+•e0 Rl. AO' 0. ti 6L. to �Jle 9Ao N,R ♦amW¢ '•' a e n� hi•v m>,nev .ne �W a n•_ nv oo n� r.• v� ^� G�.ne lA. Sti3 M TO !SS 00 Rl. O n N .-u- UU- N�>] A N N - r O OLJU O U V^ •7 f *Of :W f�..:S / (//�J/(��,s <3 <1• n�1 �f s• ; n3 Y7?• M� t# .O �f nZ O� y y�;Nyl JTW NW JTW VIW In la WW . /'•. -. _ .... If, ^2- 2 n2 n2 SU e..,.--- VE/ Y!�z. .nR. n�, _ : : L is - ., �r ........ i-an�cav-�FG - - -. -. -- . - ...• .t - ~15 i �59f! T�tiT.A .Lr. _ - _ _ 1A ♦ -- _ ...-. - - _ - - 855 Sthi�ir - - - A 1 - .Nt. .. .. . A' - =4 - --:PrT:.117-LR== - - - .�C - -----'P.YT:APP_L7 -. _ -- _ ........- - --- _ -- --- - - __ - - - - - pe. - _ - - - - :77VE A" _ _ 7�CA.: is I 9., .T. �r• - - - - 3T7C'33ciTa: -. - _. - -_ - -� - - _ :945 . . . . . .. . .... - .. _ .- _ ----�� -- -- -. --.. - _..- -- - -..... - - - - - - -- - -.- - - _ --_ - - - :511E SbNSG - 4 4C _ - :. . _.-. _.. - _ _` :- - aE1 OVI t - _. FOR FPT�: pE): - - ...... - - - . -- } - PV1.TlP1:1�1:. P.'i!IC.APP.b1 -- -i TIP. - r• f r _A830 - - - - - a - -- 825 ', ty F . 6 2c 3S� _�! 1G 9 5: KIA _ = 911.'App.in PVT.ApF,Pi• :SZA.3.5+tt10 7YPE-a_• T)Pf1iA- _ m - t!A'.1�1P 1. ... 7 t➢E:-A.- - - OKI ♦- _ . ..- ......_......................_.._.. - - -- --- ,. .... _ _.-.-..:.. . ....... _. �4., . ......... ............. .. _..... .. .. . .......-...._... . .......4............. .,.....ja5.•..................... .... �.. STATE I PROJECT M,1ELR JSrIEET NO. END E_ASE►ENl AT _ _ wONTANA STPP SO-II7510I f] PROPERLY LIhE � 4 SE 4 / )54r00 EASEiENT // ` INrt ACE - ADJL41 10 "'All,PROPERTI LINE MA-Nrgl[S N PLACE WCEY t-oaS sE e.si i 35e•00 BEGIN - S-it- SAIL If'RT. li1H2 - SMt)i' RT. ' !S R EASEMENT—\' ript MOUNTS - AnjuSl TO GRADE .+ Al J va S." '~ "I ''2 20• +tip - -.Ci•�ll h 42 v Elk. CURB OPENINGS STA.ISSNS AT. 10' 1 12- + ft,9'► y{,+ STA.756r10 LT. 40' w N $7A.372-11.00 CNdi?OP►510•I l7S 1t2 n 0 �, 1ske � '1 SEE R.M2CCtA * a.wld/ 231111?AVE.Nt[RSECT GR+PLANS n�5+ {J• w ICITT PROJECT N0.N- & Pl. lD6/ !OR fpM OEM CAIIOuTS FROM \1 STA.$50-00.10 10 M.11.00 INAl ARE SUMCRIEO IN 1MIS PLAN SET STA.358+00.90 END GRADE,GRAVEL M►X SURF.= STA.358+00.90 BE S1011 3(51 ONLY EX 2 F0. EASE. Sk- STA.358+00.90 ON 20315)F J ' E - - . - - - /. _ a - - -. :�. : = -7 .. _ _. •1- .. .. .... - `} 2_ •- --.- -. .T. — -._. - _ •�• _ - - —- ---..-- -.-. - - -r... •_�. •-1.• ................. S - . -- .. .. - '1-• - - - - ... -. -__ ...... - ........1. ..... -. ... - - .... - :i::: _ -- .-.. -_ -.. - .�_ - - -1• _ • 1 !. - o- - - - - - ... ?:.. - _ :. - t - - -; . - { - - :f.. '' _ S' 4 _ AID: -A.8351 - -. r - ' ' _.-.. . -.. - :i: - 14P- 4 .- _... ........... 3Q� _ - - - -. ,.. 1 .. - - 4825� _. - .. -. _. - - - - -- - - - - - - - - - - - ------ v - - - - 2... ... .. - - .. >^ - w - - RV T.:APP.RT' w: :S1PE _.. .. - ::. ii .• r• .: r _ - - _.. _. %' _ - ........................ - _ j ...: ....... ...................................... .......••.... - ::.: _..._..:.. .•........ -..... .. . . . .... st.n nio.en ru►�a seK r.o SUMMARY SIGNING & DELINEATION QUANTITIES MATERIAL TOTAL ® OTHER UNIT QUANTITIES SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING(A) 935. 7 4. A SO. FCO1 INDEX SIGNS-SHEET ALUMINUM-REFLECTIVE SHEETING(B) 23. 0 32. 0 SO. FOOT SIGNS-ALUMINUM SHEET INCREMENT 478. 0 SO. FOOT OVERLAY-SHEET ALUMINUM SO. FOOT POSTS-STEEL "U" 648 POUNDS POSTS-METAL "U" DELINEATOR LINEAR FT. POLES-TREATED TIMBER-BARN-3'TOP ¢ LINEAR FT. POLES-1REATED TIMBER-BARN-4'TOP 0 430 L INFAR FT. POLES-TREATED T IMBER-BARN-5"TOP 352 LINEAR FT. POLES-TREATED T IMBER-BARN-6"TOP LINEAR FT. POLES-TREATED TIMBER-CLASS 4 _ LINEAR FT. POLES-TREATED TIMBER-CLASS 3 LINEAR FT. POSTS-TUBULAR STEEL 278 POUNDS POSTS-TUBULAR STEEL-SOUARE PERFORATED 2302 306 POUNDS POSTS-STRUCTURAL STEEL A127 POUNDS OVERHE_AD_STRUCTURE-METAL-CANTILEVER LUMP SUM OVERHEAD STRUCTURE-METAL-BRIDGE LUMP SUM_ OVERHEAD MOUNTING BRACKETS-METAL LUMP SUM GUIDE POSTS EACH HIGHWAY TRAFFIC STRIPING-WHITE GAL. IS) HIGHWAY TRAFFIC STRIPING-YELLOW GAL. IS) WORDS & SYMBOLS _ DELINEATOR-DESIGN A 136 EACH DELINEATOR-DESIGN B EACH D_ELINEATOR-DESIGN C EACH DELINEATOR-DESIGN D 32 EACH _ DELINEATOR-DESIGN E EACH DELINEATOR-DESIGN F _ EACH DELINEATOR-DESIGN G EACH FLEXIBLE DELINEATOR 6 EACH REMOVE SIGNS-GUIDE 10 EACH RESET SIGNS-_GUIDE 1 EACH REMOVE SIGNS I IA 14 EACH RESET SIGNS 6 EACH FRANGIBLE SIGN POST BREAKAWAY-3%2' DIA. PIPE 2 EACH FRANGIBLE SIGN POST BREAKAWAY-S34. 1 2 EACH FRANGIBLE SIGN POST BREAKAWAY-S4x7. 7 2 EACH FRANGIBLE SIGN POST BREAKAWAY-S5x10 14 EACH FRANGIBLE SIGN POST BREAKAWAY-W8x1B 4 EACH SQUARE TUBULAR SLIP-BASE BREAKAWAY-3" 18 EACH ai�R!ED e�. TRAFFIC LINT 0 QUANTITIES NOT INCLUDED IN LOCATION AND SPECIFICATION SHEETS. "r�"ar: SEE CITY PROJECT 94-306 (WEST BABCOCK, WEST MAIN 8 23RD AVE ) FOR THESE QUANTITIES. [ATF: tll ffkl'Ettf rforsirrHr rrvrrr,cl.arr STATE ►ROACT MOMER SHEET YO MOffTANA S PPP 54-2(25)82 S-2 go ^ J L W N N N W W NT pp W J p cr T.yp� i T WW� (�J}b� �y� Na-y/ Jyt� N `y`� f�y�/ 1A Ir N77 � <o- NP A am bS C � s �S 2 2 ? sK = � = = i�k �'i z < -17 �* <S o u to u uf� iL) -- ON ON ON emu'+ N 00 O O aT N 00ON ON N Cn 00 ti �� I�- � tv'v !'N YEN •�C� =0 1/"TN 1 O O �p O s' f0 �O O I O O V O a0 O t0 r N � fn V> r^• M� I � I� I••� 1� M M M M Y� 1n M rl 1, :l e o o O o 0 0 0 0 o I o 0 0 • r. .}. �}+' .in ram' I � cr r=- 'C 5h o l o C. P 1�¢T'SJ' o �,I � r--•o v � <o �i+� oo. o = `ri � _ - - N `� CS. •' �O i - � ssfa - - iSi- Ka I '� - v OI mWppJJ OWE mpWJ �J iW OWpJ N Ste' I .I .'' N I M \r- N 4I i/'• J�Q x CA �`JF-Si r f .�� _ I Z `� O O O d C _ a 1Op N I N O O M� J�� b O �, O v�i tD i N J` U Co I < d < { di !Lr z JF I i•,,�7' !Y ' tiN H U>U2 bppi2 Ypp ~ f Op� MM' l0 00 ooM o�r4-n.'ofv�O- do�o O�Ma OO-OK .VP 0Of 0 o - N- ON • I c O'O 0o0 oT N Z b T O OfI N NNz y NN -- N h p � �.-' � -MI NN _ � - mm �a c�0 -oil v — _ _-- �T - -_ ��_ it 7 Q _ _ y� f C•` U C7 i 22 Z4 7� �0 ma's 77 2 z �[i BSI ¢ tic }is O W 1 yi4 Cp O O T _ V o pM - ♦ - - - STATE I ►AOACT N F,1 S#iuT NO. momAMA STPP 50-2(25)82 S-3 Ir cr N q N N N N y. N N N ✓ Q N u s_ J sl Ucc W K 8 Wb• f W� I v T mil' TW W �I � WO � UIW _ W� � < � ! N KN �S .� � J JJ f Y+ G W� J1� �!oe Y 0 0.G N W� W o !r"o 0o as a"ci n' col �c 1 •r U h CL 7-7 K �W Il dam^ �.� - _ --_�_ � -♦ -- - - - _ �� aV a P l0 N ti p r. aG T� a_y - 4� - - � I I O O O O O bN O NO O O In I Oil Cl- ON ON 00 ✓� 00 T T Ts♦ N OaT N O O . O 1:1• 1v sN Na- f N r^+`Ca �i�N al�N fN NVa - Y� - - NN J� NN Ya 'p NI ti - [ ao 0 0 o cl, o If -- - M Na 1+� VI n I rl'1I n-1 N 1•-1 N N r M �', 1/a MI 1+� f+'1 n^I N M 1 I OI' o O O O OI O O O O O OI O O O O' O O O O O O - -I}' �%a I•- r � aA v� r r- � M w- v f r` N N H 11'1 N'1 I- r � Lrmo r I I �'Ya, l�Vl1S fN O Ih•G a0 r v - - N tl fK>- KY K>r I KY -I KY KY R yW = O = iiarW� *a- Bl�l'BW' fJ mWp1 BW OW �� •..'1,,,,•-i N N �Q fR Va �1 < �'N OBI NNNN vsl V�� V� �1�1i�� f6 I� I NN Le 1 O C. C. O O O O O G G O O e-a O O O O O O O h p O w b o o b }a b a LLJ Cr �-- a a u a l v c Q K K K { K K K K K K K K � �[ K �� _ G U.1 r✓. NOS O.rn COy ryO OI 0t01' 1..r -��I7 i Ot0 O tOy rn eO��n Or-. _b �GpI ca:6 r. r, 1G4 V Uv CO O O C fCD ap a0 00 pp tD {O O KO( OILI K P� K K •�,• f� QW N 00. O 4 .D O O C'a0 Z b0 O b0. tA0• GOB J` G ,� GG �b r^I.n y O 00 T' OI -0 ' V ,ff cG O S N- N- N- N U .nh ti N N' InR N O c I -A' O Nr+�i Ca O -< ✓. �� NN �' I N - -i t^ M ♦/••+. t� KSQ - r., jQ <J� �• ••• •1 M O f NN O` O• MI+� _ N N �' 1 > m Nln� _ Q- - ej 4 K < Ni - - G'G,- Ou ¢ N'./'� I c, 1 AiAii cc li m a c=cr sl:`� _ :s� 2z '_' ��' cl c� s s— �o sr oc cc 2 1 m z rr cc ff a Z o o r o m 41 91,lTF vftw[CT NUMMA I SHEET 40. n Mo.rT,we STEP 50-2126)82' S-d r!. N N ti F V 2 == 2 tiW..J C v/ TIP Fe ca Njti c, �4 z U I W L �y 3 :1 + II C � 2J 8Jv yrn .�1 V,�.jv yw • 1H ✓+ 0.0.'N u-, T o. O O N.a.!\ N v.0 vN N O.,- N �' A�: 7 J NN V� NN �i �. N.� �•.J\ f 1 � "�l • I '�•1� O O <Nf M I h fit„• J,�H y ✓.1f., O O O O O O O O O I O O O' O O O O C. O O O �`� ,,•1�11�;oS°r, I I 'r-� �`•71 �1 I .kt o, a, o e. p —�' — —� o p o o .n o n`I or o �` o <rv-. I � I > M. > L :`�J• �J„l o N '0 N��Jyyy �ImW mpW�// -- Q1\f 46— MWJ S&- O.0 Owi%� m- iW NMW- N 1/'f N` vC� ♦ I N4+i �4 �H lip m m o eo m m s cr m m m CL 7 �Yrl_ I I m 03� � I J !p:' OOI 04C� LO W O W' r.r y oc>i.p If o o se !: m bo 3i g 2 x�l�` $ x �Z K >$ $ 5i Si 2 bb a[ X X oa .p.e'\Pw `W, O y,� .0 0 y/ o .� ¢� \D • — M N 00'C— G = V b'O — U O OD 60�O�it ti i[ '� a o a aC K C M _ OC _ vo q�y �< pppp NN OC NN NI N� ✓�� t1 tl 2 r cc K �wI .., ...°�I � K Ca \n - - O P O ' O STATE I /'RWFCT NUMWR SHEET N0. ' I MO44-!N STPP 50-2125)82 -6 S 1 0 q' I < aN 2 N J N N ar WJL =4 i0 O f � map Z� ♦o� q 4 Al. 0 -W �ipr da0 �r 0 O 6C ¢ 2 �2' 0�0 1 1 J u' o 0 f0 �O O O V V N .� N N L _ yv . N � y♦f. � N i ' N h ♦ v N N �' ♦ Li i ,,I __ N � T T O O y.� � .h N O•T N yf � TI O O � N O O n,p � pN ar N NNI I TH N ON I/�i NO T' P NN V� .- — N N — _ —� V• NN IP I — ni N — ti � N� fN N'n .!+ — NM � �'N N♦i C. 0 C. 10, o O o 0 0 H N fV N MI M N N N ►s H N N N /� N� N H H N ✓t N M� N r N NI `- i I O P o` C. O d v vl e o _ o of d ♦ v ao o o .i. _� o _ r+ ao .i - - - O ",I > > > �JI G WpJJ OWJ mW mW aaW 61W� q�+ ow =I OW = y_ � QW K� •J MJ pJ M� S MJ �`� �6 MJ ~W ~J 2 � ~� ~W • O �, ¢ �W � �� x� • � �`� N� ��'N� NF- 'C.� N NW N J..1IBgl m N N N ♦!L �L NWW N` rvL V�1 J� N�.. Ni-. �n1 Y• t Nil N <1 '//\� :'A!� �l,�V ♦ H N � I J �Wy��1' *I ` o bl s /S M e �I * o d • W d o_ I o 1 y�� cc CDeY� Ki d < K < <; < I �`�� ', ♦ 100 H H O O NO N _ N �HHX N _ - l i _ p �; X . 6. 0 O ` d O O D +. H �O�yrTx -O I a0 Oar� Of[ S SO A.,�r n N NI � � ti�I H - nv .r..n - n_. w•1 M N � DI ... H � � -h OS I- r 0..+ H -c5 N N �� ,T U' �I O Oi ♦ O O i C N :[ rr - r~eH'a - .N.O c�h •- -- < d d. ... < f �i o c ss _ 6 `► r $� �� rN�-•iC = t �O io - i, (*y (oy Y� �. Sr" ran O O I O � H r� N / _ c � 1/� to � � � W .O c0 _ I 00 T T S„ O r��. .. cv� N !'� h N N h►,N S J,- STATE I PROJECT 141h7ER SKET NO H MONTANA STPP W-2(25)82 S-6 < I N '� � � N N f• v N. M •r1 � h = 6 CD cm. a `� i v w IK 411 N < H zi N H �+ •5' W Ic I .o u .s I I �4 J� u.l to C c7 C. N O o� In O� O AI m O OI 00 O� Nm. om �ml .n oo O C. N N N N f ^ of o o o of of o C. ol, to1 0 0 0 o 0 0l o o� o o I o 0 0. a o o M N !h N M M iV A CV J. M N N r.' N M M ". .•'. �• - ''1'';-.`� O O O d G G O O O OI O O Oi O O O OI O O O O O O o O O. /// Jk w%� J. v+ .n .n �i r 1 1� 1.• r♦. H r �I P- I i•. 1� .-.�r` •'�-`�� N I!. O P N J. .h O O " N N N N N N T N N O — N N' OD N N h N — m — !V VV O �tJ yY, mW In—' co— oo o O p {h IN 04 MJ N N IN N N ow oW MJ rJ »J — N N ♦►J cn OW JC�i W gyp/ pJ W K • \/ �A, '� I(.� Ine NiS f N�J J.6 V.4 V'1 N w• NrW-\w M� N '-\� NC\..-\� h 1�N.-- -__ Y1•- N N N Iv~ N N N~I N. d o u` o • o b'I b i i v. i i n i+ i 3 : i z e+ ✓. .i. U.I In 1 • < K I�1 �i Ca t0 M' Mi t� 00 O O t0 cp G O � O Od Ci' O d a0 O P O w J =G W ID O O O W bi O I y o o �I o 0 0 0 � ��y o 0 0 o o $ o o o.o o — C — f kl M Mi _ N.i O O pp NN f f — M NN p N T MIMM V T T 1�Py 1 O^ f�NJ. N O T O O 1+'. NM O M� pr .N.O -�i !• rL M1' iCO C K Vo F �` cc OC O C. �i i� �; 77 6l ¢ {= CY K fY C Q 2 1- S• S 2 d C Q K OC I - _a Sw? O Z. N r` •!'+ O n .- ( _ •D T O. h O O Y f 1[. Ifs r O O 6 N N ./. .% N M rN.. N f J. r ul ip m 1 0 4• Y • _ !�. N N N- N N� JIv II. �iM w1�I~ •n M1 I M_ M r-. ✓. _ M ✓. ��1 STATE PROJECT VUMMR SHEET NO. MOWANA STPP 5(�-2(25)82 S-7 N I J ' f CL Q N l.1 '- ig!nVi NdW ''�'r s eo 0o I adz � 02LL. ~ �. dON o }� ae 4 _J W v 3 ^ K `wry ° c 5 1SJ"Ci. Ti � Q a g cc �� -1 J I 11 - J o'00, C/:) L.Li co VD LD cl o ee1 ae -4 - ------- Ov Z AIMxw ,SL'f-� ArM O ..9£ a z O o m J.Y. N J1n N 1n O O I I ' b O O O O O O J ✓..� V. N M O o O• / J• O O O W O O � JJyy ti I w. .:I �•'. �= � C CJ.s � i o SON � � r ��~ m W - p N N O O p [V N p O' ee N N en O U 0 ¢ N ti ti gcl y O z W lu Q CD U O L L b =LAJ 7 '�� .` v,.'d,/`. •N •NTj "rS N INN N � N'S __ ¢OVA W N , 7f ..o z "� J V 7V N N Q5 _w Z Z Z Z Z Z Z 7_ Z 0 00 C 9 E 9 C7 U C) U Z O O ,,, Y UJ W W W UJ W W Lu LLJ W C� o 0 o Cn �i � �' Z O O O 0 0 0 T _ W O 4 m � IT � ItIYT so m m m � � LLJ V) a o Q Z --- ti k' LID e e e e e W F^ „ ae re Glee do ¢ ,; i� I Nfllll(MI .f I 3 W i Q -«I - I I 1, Q is it z c' C, 4Y J J J J J STATE PRO.iECT MNUR SrCET NO. MONTANA STP► 50-2(25142 S-e NOTE: 4 CORNERS Q 2 WHERE SHOWN ON THE PLANS AS PLASTIC, INTERSECTION DETAIL `E' tstc tuns 6 6uTrfR PAVEMENT MARKINGS SHALL BE INLAID 4' 12' l 12' 4'*'2i191 HOT-EXTRUDED HYDROCARBON THERMOPLASTIC. WORDS AND SYMBOLS SHALL BE PLASTIC. `, rarra9.94 4" WHITE PAINT (TYP) �; _r 8" WHITE PLASTIC (304' J 10 4 3 f 0 0 24" WHITE PLASTIC fTYP) .3r 8" DBL YELLOW PLASTIC W/8" SPACE 8' WHITE PLASTIC fTYPJ - 8' � O - O 20' (TYP) ra3rer.To 4" WHITE PAINT (TYP) ,� „�-� 1o�uoo.oo i! �" DBL YELLOW PLASTIC „ $ 8" WHITE PLASTIC (35S J ro-04rto_03 = 8" D8C Y EL l OW PLASTIC � c nr6o.er .sT�9z:r ...os'... ' -- b -F-- —---------- -- ------ _ N .titsnr. I I __ ------------ ------------------ N 6 rT,61. 0r.0.00 �� 6(T MI.5s Ot re.99 PRtSRT. )00R. 1� e2..r'L — - -- - -- ' STA.0+00 BEGIN F-50-2[4)T9 BOZEMAN FOUR CORNERS 8" WHITE PLASTe (27z 1 —or6r.r2 STA.618+15. 1 SOUTH F 209141 -- -- — —� er�'•p1 STA.0+22 NORTH RTF-HES 85-114J0 ot6s-63 3L73 M. - - 8" WHITE PLASTIC (340' J (4,or. _SIA. 1044444.65 WEST S-6312) o,Tfl_1T I 4' ;! rLASTIC WORDS & SYMBBOLS (TYP) 8" WHITE PLASTIC .t!of. Orel.04 YELLOW CURB PAINT 1f00 e 2' 12 112' 12' — 8' WHITE PLASTIC f1YPJ Lm_-_3t -8" WHITE PLASTIC (470' J STPP 50-2(25)82 BOZEMAN — 4 CORNERS N(7CE GALLATIN COUNTY N t SIGNING AND QD ALL u UL ARE To PAVEMENT MARKINGS r1r�N� 4" WHITE PAINT (TYP) r,ef.ls v; FACE OF or coalsE 8" DBL YELLOW PLASTIC (TYP)++ss6ea.rras n ►nzsa.6,ra ccsrtciA•vranra STATE PROJECT NUMBER SHEET N0. NONT ANA SiPP 50-2 f151e? 5-9 TWO WAY LEFT TURN r PAVEMENT MARKINGS TYPICAL r r r r O __ _ 4 CORNERS—SOUTH LEG DETAIL p END !f=! IAPFR T P 1 10P \\ tfc. IT.rww &v t , a r r Worf PeA$rAC faro I L � t0' 50' ITYP1 � + �a ♦Kua! H.a^r fall s'Aa � �\ r , RESET G50-81G r , rrm - � ru - USE AS IS \\ RESET q ,� ^ RESET RA-3 C \ RESET DO-2oR ' n M3-3 F J WEIGH STATION + r r , ------------------------- -------------------------- ---- - - --- - - ----------- ------------ ---- ---JI-- i F---- k---N.0.40'25""£.- -- ;' � a • � N cn s p k ©O r cog 1 17 Z v: 0 REUSE Ia u FROM STA 613+50 k' W FROM RESET : W3-1a = _ m, h,,_F R1-1 co FROM STA 613+00,:z _ � `+` L R1-3 R3-9d <, , 1 - aai RESET N C* r a M21 ♦ -Ph ♦� I� I 0 w , n M1- �® ♦z ml M1-5 0 �i �a ( oI � V6-3 o`� _ ♦ �� Z ��-, o � � M1-5 I♦ p r* o Z (p REMOVE m RESET N i M1-5 M6 1R MG-3 FROM 51A 615+50 I M1-5 G50-81d MG-ll D9-3a MI-4 D9-3aP I STPP 50-2(25)82 M5-1R BOZEMAN — 4 CORNERS I GALLATIN COUNTY SIGNING AND "'ESor`EE? A s-94 I PAVEMENT MARKINGS r�A'WN PAM 8-94 I I HECkEG F C'i iSEO tlHtlgEllf NtYSRJM/a(Is/Rcv ry p11 STATE I PROJECT NUMBER SHEET NO. 41OWANA STPP SO.2(25)E2 I S-10 3 h 4 CORNERS—WEST LEG DETAIL p' � 1 IYS Ndl11 1 , 00'6Il► ; \ 1 I 24' YELLON PLASI[ i ! 30' 1 O!L 4' SOLD lELL07 PLASIK 1 ` / film 4' SPACE i I I 60' (TVP) I , i I �T REPLACE C84-28a C) i' r37 If 1 1 I 1 M N I 1 1 RESET r REPLACE a N7-1 a R1-1 NEW a �1 REPLACE N7-)P N "4 --------A C o 1 R2-1 2 j uj uj REPLACE j CC dOlS M1-5 3 4 11 W Qz uLn, ~ � -------------------- - ------------- -------------- ----------- - --------- ------ --- _ uy -----—---------------------------- --------------------------- -------------------- ---- E.- \- ------- ------ I _ TO NORR IS T REPLACE12I D10-2 v b 'W1 • REPLACE USE AS IS :E R 1- 1 I I v =2 RA-3 m ♦ ♦ v R1-3 8� F REPLACE co; • I I - FROM STA 1040+46 I NEW v� 3 D9-2c n REPLACE I C9-3a a i 09-2aP FROM STA 1036+33 1 D9 3oP I (� n3-1° 1 P� I REPLACE REMOVE ---- — � FROM STA 104140? W 4 1 ( r 9 G84-29c I REPLACE FROM STA 1034+32 M-5 - STPP 50-2(25)82 M1-4 1 REPLACE BOZEMAN — 4 CORNERS 1 ' ` FROM S1A 1041+49 w GALLATIN COUNTY \\ fTYPIMIW.' -5L M6 6R I a SIGNING AND t' .'r(>l PAN 18-9a PAN 20' I 8' a PAVEMENT MARKINGS ruc.v 8-94 - MprSirlN lLlSKMLIIpP1 STATE I PROJECT NUMBER SHEET NO. i MOHTANA STPP 50-212542 S-11 I � pt t 4 CORNERS-NORTH LEG DETAIL 1040 -2�' YELLOW PLASTIC O i r I W0�51.t5 � i f 7Y 1 Ohl •' SLl C j. £AO 1811 TAPER i o REPLACE YELLCI ..A:.Ir, ly Sri. LT.TURP MT t 2 1 WITH 4- st'arE o FROM STA 3+12 SO' IIYI) m M1-4 M1-5 �\ / M6-6L 46- 1R I � REPLACE NEW FROM STA 8+3T r I r a M1-4 REPLACE r O o REPLACE REPLACE M1-5 FROM STA 4+11 1 ♦ FROM STA 5#59 FROM STA 10+18 08-2 f 09-3o W3-10 � D8-2P rr � - REPLACE w 0 09-3aP r R1-1 REPLACE co z R1-3 R1- 1 3 ♦ Z D♦ • r' �4°a D r! a. ♦ y r r ® 0 rr --- `1--------------- ----- - ---- ----------- ----- -- --------------------------�--�,-----------------— - _�. 1 --- _--------- ---- ----- -------------- -- - A Z F�m \\ m 00, G85-OD ) it RCMOVE REPLACE \\ C >�. M1-5 REPLACE �D \VG-IL M3-1 RFP1 AC'- REMC'iE \ R2 1 M,-5 M1-5 \ A114-3 N Fco M6-3 00 \\ (mt M1-4 \ ? M6-1R co 0 1 I JE S � n ' m 20RESI `\\ z NT-1 ' 8 I �TYP) \\ NT-1P r 4i I I i I I � \ STPP 50-2(25)82 - \\ BOZEMAN - 4 CORNERS ' GALLATIN COUNTY rr .•�� P-- 88 94 SIGNING AND PAM 8-94 PAVEMENT MARKINGS SCALE 1" - ' DATE $$$#ATM$ o*w"vfff&f pfKfMxAr000f STATE I PR0,ECT WAIBER SMEET NO. MONTANAI STPP SO-2(25)82 I S-12 I� 4 CORNERS--EAST LEG DETAIL , I 1 , 1 TWO WAY LEFT TURN 1 1 PAVEMENT MARKINGS TYPICAL 1 � 1 1 REPLACE O 1 I 1 FROM STA 0+64 — - - - 1 i M1 5 1 R REPLACE 10' 30' 1 M6 3 � FROM STA 3167 ��rEUAlraa*R.i.�Art 1 1 G50-81D wl� F REPLACE rr tuwttrtwsmri \ 1 1 r" O FROM STA 4+65 M1-4 REPLACE REPLACE D8 2L 11 M6-IL Fm ♦ FROM STA 3+11 FROM STA 10�85 D8-2L50' cTYPlREPLACE D9-3o W3 1a ttrP h 1 R1 1 / i v D9-3oP z � ir El i ♦ 01 0-7 8(CcNEW 8 - 6 \ iOONc / 89'26'30' FLEXIBLE — DELINEATOR It --------------------------- TO HCHMA\ )/► , \ REMOVE R1-2 ¢ Nco \\ I RLN,ACE owl \ Hw \ REPLAC FROM STA 7+15 \ NEW R5- 1 D10-2 I� \ w4-3 REPLACE \ FROM STA 9493 \ M3 1 \ - ��_hi USE AS IS M1'4 RA-3 - = FLEXIBLE DELINEATOR 6 \ SEE SPECIAL PROVISIONS. f 0311n9 t uno u3e——— 1 , 1 , ------------ 1 STPP 50-2(25)82 I tl3,1r1 1=il ON) , ' BOZEMAN - 4 CORNERS \ , GALLATIN COUNTY -PAM 8-94 -- -- - - -" SIGNING AND ,E PaM 8-94 PAVEMENT MARKINGS Dd=E I.uai[tr.tl SCALE 1" I/Q7b1NACILTC!!AT 01,1 STATE I PROJECT MMKR $MEET No. MONT ANA STr+ 50-2 4i515I I S-13 NEW • TWO WAY LEFT TURN SFE S-8 T HRU S- 1 1 FOR #Ln 1 PAVEMENT MARKINGS © i� TYPICAL (RURAL) I? y 1-J INTERSECT ION DETAIL _ - f�' � �I REPLACE � �� ~�� R13-1 NEW / ° rn 121 D3 dO1S (2) D3 REPLACE (n Q o dOlS REPLACE ...,. ... \1 i O REPLACE I - 1n Q FROM TA 21+13 I _ O REPLACE 0 S — ! � r RA-3 VUww 1 r R1-; I ¢ J M E< D3 6 RI-I ,•., NEW � w U Q REPLACE REMOVE R3-9d 2 J M — a0 t R PL REMOVE 4 < : I ..; Q 0 N m l f S2-IS -_ -- - a ` ILrJ. c s I� 3hHi11H - M 3NHirN + 11 ► I r I I s .a« I l r -- - --- o- �I- =z-s-y- -; ---�- 4� _ s-3= i --ca=c = =c==a=_�`� c�--------- -- -: = --x - 1 - - - - -rKqJ. .118 - - - - - - - - - - - - - - - - - - - - - - - -s-.>rrr -c- -c-ac- _.x�a ►arc=�c- ===a.��a-:zc - ¢ - � r \ I) NEW T HJFFIIf u \ HIFTME u t {w`1}} \ "+ D3 I �71 ! REWVE y C� 1 NEW }�. 52 1 ` �I ■ NEW �I REPLACE RFPLACE �m 03 "� 0 I 3 Ip (?) 03 , FROM 51 5+49 c R? 1 '"�" 52-15 4 r z REPLACE u REPLACE Qd , 1 I ' RAS REPLACE D+ i `1r�1z FROM S1A 11410 REMOVE RI-1 REMOVE I --- --' REf-' R3-9c'LF�E ,NEW 03 51-1 STA. 0+00.00 BEGIN STPP 50-2125)82= REPLACE 51-15 M'4 3 STA. 0+00.00 ON F 20315)= �op P' STOP R1- 1 STOP STA. 0+00.00 BEGIN NORTH LEG CONN. = NEW STA. 618+15. 00 END SOUTH LEG CONN. = FROM STA 39+65 Z REPLACE t3) D3 REMOVE =O D8- 1 dO1S REPLACE 51-1 w Q t p RI- I O Si- IS 3 N p 24' WHITE / �\ r-T REMOVE REPLACE � Q to PAIN' tTYP1 3 n A"r>?ss Vim" W 1 4 3 N6-? REPLACE � � ! � � g _ RA-3 �I.T�:e� W 50' of 4" tl9L 1 B _ .,!� � REMC1'= I `'ELLOft PAINT ITTP) I �,,..� 4 REMC'v'k I 1 NEW °' ------ GM' CIs�3 / D10-2 REMOVE �� 3=wc. In 3221H _ _-- - \\ I / W14-3 REMOVE R I' -J- c o ) S2 1 S2-15 LE. IA. CAI-iD 4-E._STA.460i_75 � ` _- � ----- - - _�rre yr 8 -YRors — - - - - - - - - - - - - - - - ---- - ---_----- — ��--_- - ---------a---- ----- - - _ __ _ -----ter•..-..err- - - -+.+. .r_' _ _ �Z===ace=a==-a=occo= c3 �'1 ~ \ •===a.acr.-rs ��= F= _— cry--c � � `� - - - - � ---------- �� r _ - _ t - - I I I FFNE u REPLACE REMOVE = RA-3 REPLACE iNEW - �, ....e RA-3 C ® ; g 91 . 6 REMOVES REMOVE m ' BY OTHERS REMOVE OM3 m ' STPP 50-2(25)82 O S2- 1 REPLACE S2-IS NE-2 REMOVE STOP BOZEMAN — 4 CORNERS CM3 GALLATIN COUNTY REPLACE SIGNING AND -PAM . 94 121 D3 0 TA 53+05 8- PAVEMENT MARKINGS wr, PAM REPLACE R1- 1 ��tl7A7uss STATE PROJECT HUMBER SHEET NO. �C TWO WAY LEFT TURN MONTANA sroP 50-2125 tf2 s-14 I PAVEMENT MARKINGS TYPICAL NEW oo .,...,w O R3-9b , ' 1 Aoffi NE W RA-3 - - - _ — ------ — _J �_ J- ---- ____ - - - - - _ - - - - - - - - - - - - —_— k -----——— --->r————————----------------�---- — — ----- ----- --- - - - - - - - - - - - - - - - - - - - - /-�- YGYGrl7 Du1VF _ ROICAT ORRE BOBG1 ORnENE III IK,fF11E — Z NEW ..:.. RA-3 D 3 NEW $ (3) 03 I" ��— (2) D3 - < a REPLACE I -c, r_---- 8_--\ 4 WHITE PAINT 2) FROM STA 80+37 \,� R1- 1 12, � 4" WHITE PAINT SKIP (10: 30) STOP 12' 4' YELLCW PLASTIC �)op I } 4" YELLCW PLASTIC SKIP (10: 30; 12 4- YELLOW PLASTIC o dO1S NEW O a' \ 12' / 4^ "HITE PAINT SKIP (10: 30) (2) 03 �+ —4" WHITE PAINT REPLACE —8. R1-1 r o NEW W A N• RA-3 JI u I C 2 `3 9b �\ � r In 3N4ffYl - - - - _ -- - ---- - --- --_ ---�- -1 `--� ---�- --F -- -- ----- -- -------- ------ _ -�- - - - -_�---- - - - I rk1FfINE tH .n \ c 3 NEW (2) D3 REMOVE bd RFMCVE z REPLACE NEW REPLACE W14-3 �a ai W14-3 iQ 010-2 R3-9D FROM STA 90+21 RA RA STPP 50-2(25)82 STOP 3 BOZEMAN - 4 CORNERS TPAM 8-9 GALLATIN COUNTY PAM_ , 8-94 SIGNING AND - PAVEMENT MARKINGS a'f u�ew.[r�• ��Nxusr:rt�2,arn. STATE I PROJECT Nii SLEET NO. MONITANA STN 50-2(25182 S-t5 i I o n O N O Q U) 1h t IONS REPLACE aW REMOVE Anss REPLACE RA-3 ro o•oo t5'oo I N'4-3 Ifsnm RA-3 5:11.C. AAA o ado � 0 -- -- ------- --- -- -~ �------�-------- - -�� -- - ---------�- - ---------- -- --4-- - -��---�------ - b _ — ------------ 1 M RI. MMM l Ol NEW REMOVE ..:.. RA-3 W2- 1 <+> v ®L1YIfd1 < r �l N I O II' O O O 4D ~ 00 u) li m REPLACE REMOVE RA-3 IInz-t NEW o,o•o0•tsco' REPLACE • NEw R3-9D o•ar!o'0o• .•s:N.C. R1-1 0:MIS'00• - a c D10-2 S: N.C. -� CD d0lS lei PROJ. P7 157+0l.OC — r N -4h __ - _ -� _ _ ----- r a'40` F A OJ. N - - - - _ - - - �_ - - - -- - - -F N 59ilT�9' _ F,- �5'26- Lo L`N ti J ± ♦ �gl` w . �� ' G� 0`00'50'00 a l w u7 z REPLACE ""� z � ;I s: N.C. u+ NEW �o s ri U 10-2 a., a v ' �$ 4 NEW w m •- G w w � FROMREPLASTA 154+97 NEW REMOVL R3-9D 9L R1 - 1 RA-3 N14-3 STPP 50-2(25)82 - STOP BOZEMAN — 4 CORNERS GALLATIN COUNTY SIGNING AND P A M a-94-1 PAVEMENT MARKINGS IILL NMNMLLLIiKC/LITOIN STATE PROJECT NUMBER SHEET 40. NONTANA S1PP SO-212S)82 S-16 NEW M.3- 1 M1-4 dOlS � NEW l 13) D3 II O a REPLACE O O p R1-1 N fV `-4 G 0•00'15'OQ' c. S•r.C. NEW REPLACE o g I REPLACE F`� �a o r .c O M1- 10 R3-9D I rEtNc[n RA-3 r, n 3NCinH REMOVE + i M6-1 cL) ro� W14-3o < 1^F II < - - --- - _ p - - - -kA - --- - - - i _� __ _ -_ - - - - - _ _ - - - - - - - - _ _ _ _ .J._N i9 05 F GO 1 + 1 W � t111FF1NE w o -r-- RLP_ACE J k �+ I Vf © CD M1- 10 " ~ ao- C ,A 4" WHITE PAINT CA N q f W o NEW -'- NEW q" WHITE PAINT SKIP 110 30) REPLACE R3-9b / , REPLACE � NEW RA-3 e~ (10'�j0 2 MI-IC F. �yylq� b / tTYP) 4" YELLOW PLASTIC ss3�r gIa I r 12' M6-1tR) S (2) D10-1 M3-3 -4" YELLOW PLASTIC SKIP 110: 30: STOP M' 1 12' 4" YELLOW PLASTIC REPLACE \ 12, / -4" WHITE PAINT SKIP (10.30) FROM STA 207+85 \ t3) D3 REPLACE —----- _�/ 4" WHITE PAINT dO1S REPLACE �� IB�� O R1-1 O FROM STA 221+09 NEW O —— � � REPLACE O 1 N 7 FROM STA 234+30 N N M1-10 R3-9C N t � REPLACE 12) 03 NEW c I � REMOVE t � RA-3 REPLACE D1C-2gh� I W14-3 11 ";- RI-1 u I 1 �IHit1H I BY OTHERS t NH < < 11v —--_� ------ ----------- 1 + ——— ———— -- --- — — ------ - - - - - - - - - - - - - - - - - - -- ------ - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - .%sw s9' 03• E- - - - - - - - - - _ _ _ _ sROJ. M 9' is ! - - - - - -- --——- ------F———— a -- ---- r REMOVE BY OTHERS W'14-3 N 8 BY OTHER` REPLACE g NEW STPP 50-2(25)82 010-2 REMOVE R3 5G � BOZEMAN — 4 CORNERS 'E W14 3 GALLATIN COUNTY SIGNING AND PAVEMENT MARKINGS cwA� PAM 8-94 n[i•:�n �TL �sffafrea� //Qfp1lNAllfKt/(�/OIM� _ __ STATE PROJECT NUMBER SHEET NO. MONTANA STPP 50-2125162 S-I? .I � PRG. PI STA 256.76J4 REPLACE A,02.71'42• LT. C50-86a e-00'70'00• 1 L=M.67 =a T=252.e7 Rr 11.459.16 E•2.T9 } 0 S N.C. ,: Q U Ln z O N I REPLACE ~ ,�) a •�' RA-3 3 k 9C BY OTHERS Z Y 0 REMOVE A s~ w14-3 _ _ --------------- -----------3t--- —————— ——— - — I -•— _ H - - - - - - - PROJ.-S 09' SS' Of- Er - - - _ _ - - _ _ - - - - _ - - _ - - - - _ _ _ L PROJ. Pi STA 251,25.00 n So•io 00 S o el]WS� i L. M0.1e � m ' a e•�I}#59.16 p p ? REPLACE NE III R3-9b C. REPLACE of RA-3 R2-5a Z W i r u TYPICAL N o n MAIL BOX T1JRN-4" W.sc.0 r TYPICAL D-3 SIGN MOUNTING l HUFF �,lf! •? I-FF 4I/:� 1.I.T Flll TTArfR !i ' T.ru ___ L 8N O'tit.w e: itLu-rK[Kw K{C.0.4{{J KsI"Ku►u ----`T.'FI IJ ?05,T s«f c01-:�--- NDTEr PAVEMENT MARKINGS YL Nlll S STOP ! A5 SHORN FOR ►Ml 801c TERN OUTS 711TH APPROACHES NOT RECULATEO -' BY STOP OR YIELD SIGNS 51'.�_ - ,N7 I ", F�� I 0 SIGN BAA:KE1 �-]F -� S1EEL U PC-.I [ TYPICAL 1 P- 1 MAL box TUIV'LOLrr �r A IN +AT APPPIOAC" II II rc sull 2 -b. �q scEtL U POSI �0, — — — — ��II ,� UTA. wCOU SOLE .rc nor orry ,•••. — o r _ 'WWtl A.._._F... ...[ . <<rDEIL — — —r— FRONT RT.SIDE STEEEL1U POST STPP 50-2(25)82 —rf11.0//K{iM K1/l{� t ME OW KS"1*19W BOZEMAN - 4 CORNERS GALLATIN COUNTY SIGNING AND P"M- 8 94 STOP R'- PAVEMENT MARKINGS PAM _ �r f eivaitle� � — 111Y 11[!IN/C/YCCMrCAI A1II STATE PRO„EC1 NU.6EN SIEE1 NO, EL INEAT OR NOTE: ALL PAVEMENT MARKINGS ON THE URBAN SECT ION uONiANA ST" SO-2425)w S-16 - FLEX/BLED SHALL BE INLAID NOT EXTRUDED HYDROCARBON SEE SPECIAL PROVISIONS. I i THERMOPLASTIC, UNLESS OTHERWISE NOTED. WORDS & SYMBOLS SHALL BE PLASTIC. 0 REPLACE CNJ MI-4 NEW M3-3 e NEW ' � LnW y R3-9b D10-? NEW NEW dW R i-1 i' BY OTHERS ' I ENTRANCE �0 2O' E— l r — _� REPLACE REPLACE --- - g 2 G50-870 A C RA-3 NEW R3-5b Si� o. REMOVE O � ¢ . a�� 2 2 REPLACE REPLACE ® 3-3 '� gY OTHERS N Lo a9 Rz D10-2 D CPA 83-3P c - _ " - v Z REMOVE W2- 1 ra NEW W13-' SEE S- 19 FOR PAVEMENT REPLACE--�%"__- REPLACE REPLACE N6- [ RA-3 _-- - -- G50-8zb MARKING DETAIL NE _NEW f t 40 �� - � ~ - REMOVE -- ---- - REMOVE O 01 D7 `/ 1 t 'i�J '/ Z RI-1 NEW4 4- REPLACE o R3-9d NEW M NEM p � � 1S Ro- 1R FRti P LLJ M R� 1 A328+00a OlS R�-1 r - OH 03All ul k ✓ �'�..< <� e. NEW OH 03 ��f _ r ,- " — — — — — — — — — — — — — — — _ — — — STPP 50-2(25)82 NEW — _ ,t 1L BOZEMAN — 4 CORNERS GALLATIN COUNTY R5• 1 poj°' r s NEW - -- z REMOVE Az OH 03 NEW - - NEW _ STOP REPLACE-1 SIGNING AND c2 1 D3 Q MI-4 R3-9b - O REMOVE PAVEMENT MARKINGS A ;r.yEn PM_ 8 94I V _� - M3-1 n R3-9c LD 8"4) '"EY"FJ�_ STATE °ROJfCT NUMBER SHEET N0, MONTANA I STPP 50-2(25)E2 5-19 � NE M O� (2) D3 REPLACE REPLACE b R1-1 fn RA-3 REPLACE �'dg / u(ss REPLACE FROM STA 343+12 R3-9b R3-91) ...� i 0 - 1 STA.344.00.T3 — 4" WHITE PLASTIC (TYP) — lA 343'234 25- t S' BAD. STA 343f�¢ _�� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - — — STA 3,4t43 — — — — — — — — — — — — — — — — — — — — — — — — — _`e — — — — — — — — — - - 4.60 � N / ) 24' WHIT t5�� PLASTIC (TYP) PRONEW w MAIN r �` / 1 ^m 1 REMOVE R3-9b a p < * ' R�50' of 4' UBL % l � NEW3) D3 `\� � REPLACE YELLOW PLASTIC � ;' R1-1 �� R3-9b (TYP) /�'+ - 9 STOP �Y' REMOVE REUSE / <<'. „I.I WS-3 R?-2 — — r �r L e 4" DBL YELLCW PLASTIC `� Y TWO WAY LEFT TURN (MATCH PROJ. 94-306) PAVEMENT MARKINGS i TYPICAL (URBAN] all��,c«►r �I( NOTES STA 757+90 _ = STA. 372+1 1 . 00 END STPP 50-2 (25 )82 = 1 STA. 372+1 1. 00 ON F203 (5 ) SEE W. BABCOCK / W. MAIN / 23RD AVE. INTERSECTION PLANS ut (CITY PROJECT NO. 94-306 ) FOR SIGNING MATERIAL QUANTITIES -ROM STPP 50-2(25)82 STA. 358+00. 90 TO 372+ 11 . 00 THAT ARE SUMMERIZED IN THIS PLAN SET. gOZEMAN — 4 CORNERS GALLATIN COUNTY REMOVE `' SIGNING AND ci.cL PAY 8_94 R7-1 ssn �r STA.358+00.90 ENO GRADE.GRAVE l b PL•11(X SURF.= PAM 8-94 I STA. 358+0 Cc STA 90 BEG.SIDEMALK ONLY PAVEMENT PAVEMENT MARKINGS MEcrED STA.358+00.90 ON F 203 f5 I R� SCALC 1" SICrr.' 1�►lOA7E/1 I STATE I PROJECT Willi SHEET NO. 4" DBL YELLOW PAINT I M014TANAI STPP 50-71?SM2 S-20 MAIN MALL DETAIL = 11�_ 24" WHITE PAINT 4' DBL YELLOW PAINT 24' YELLOW PAINT -WK, /oIl I 1r i.L 14 71�. l -, .... <9 f'T_ 13,"1 131.90 PAINTED ISL AND DETAIL 0 "o qJ, Do 0 y5l 40 or D' 6 WHITE PLASTIC (390' A-4 8" WHITE PLASTIC 4200' 4' DBL YELLOW PLASTIC 1150' Ali.56 8" WHITE PLASTIC ITYP) A YELLOW CURB 8" WHITE PLASTIC (100' f1j PAINT (TYP) ol 36(pr E .,34. !.ii yr C) S c DBL YELLOW PLASTIC (TYP) C\j 2 4 WHITE PLASTIC I1YP) TPA— ?,0 a— ro my f 8' WHITE PLASTIC (TYP) j R,01.ell Er.yJ zy Ill IF .93.:11 A— 4 CURBED ISLAND DETAIL P Ol do 24" WHITE PLASTIC Ill 0,j7� t't Tz so.c, T. to.or Vol S,A. 4f59. 11 E C. IlIt il 8" WHITE PLASTIC (165' n: APF R Il T. & R1. 4" DBL YELLOW PLA lIC END L-0,1M T61 F. T. W. STPP 50-2(25)82 VAl I Vs.1 -Vol MIM 4.116 BOZEMAN - 4 CORNERS 8" WHITE PLASTIC 1461' SAL Q GALLATIN COUNTY 901, ILILL011 PLASTK 8" WHITE PLASTIC 4421' T SIGNING AND it PAVEMENT MARKINGS 1. MAN ;r 11 SCALE 1" - 50' STATE PROJECT NUMBER SHEET NO. IJOHIANA STPP 50-2(25)82 1-21 DIRECTION OF TRAVEL YFLLOM CUK6 PAINT - - - ` z0' Ia 61)o �a s 20' t 30' WHEN APPROACHING 4 A STOP SIGN OR SIGNAL) SIGNAL MASTARM _ CENTER D3 SIGN PANEL ON i CENTER OF MASTARM. J - TYPICAL CURB MARKINGS Or - NO SCAU - jVARIES MY YMC o U W Z NOTE - � D3 STREET NAME SIGNS SHALL BE MOUNTED j LEVEL HORIZONTALLY ON THE MASTARM AS Z Q SHOWN. MOUNTING HARDWARE IS TO BE — SIGNAL POLE INCLUDED IN THE UNIT BID PRICE FOR SIGNS o O ULu PLASTIC r w,*n(ST - Z e� TANDARn N r rAe+ NOTE y 24•7-A7— THE LOCATION Of THECROSSWALK LINES I ARE DEPENDENT ON LOCATION Of PE NDEWALM EMW CROSSWALKS TO CUR! DO NOT COVE" ROADWAY - -_- TYPICAL PAVEMENT MARKINGS FOR PEDESTRIAN CROSSINGS D3 OVERHEAD SIGN DETAIL <$ NO SCALE p o r STPP 50-2(25)82 ry N BOZEMAN - 4 CORNERS GALLATIN COUNTY SIGNING AND 8-941 dHA.A+ PAM__ 9-94 PAVEMENT MARKINGS Ud*E � frn�ATfiii fNK'3'fI fMatllKc AV L�101N ir� j1, 1:,r1 �, j1 1�1_ .��j{1; ± •f;:] .�' ,1}, i, ' ��•' �,11 � } �. - - �i � ' y'- � + j�• Ily � !1� ' � I � �4� , I J r y', ' Li � 9��} r ( � - II I'� __ iC , ;r E�� I��I � ( {+I.1.1 �' r l�I r + •� t I' � � I i �,.. f I �� - , � � � , ,�Y.1[!1� 1,},�, 11 I- f �' � ,f- �' - '� '-f � ,}r - 'I' 1� ,I • - + - ��4r' ��b �' ,I y 1 I 1 i , 1 t7 +h f�I+t 'j,�l • 'f+{', ��kf i:� ' ti( �'�..�. � ��'�� ; �,f�,F'`-;7�� ti:'� � - '• 1� E�'� - - ,_ � '� :F 1 � -t , } fir' r 'F. � 1 � � � rl• � � ,. r, �� I � ' I I '• l� 'rLA■' ` •� ' I+ fr�` yy 1, ■�;1 �. ,1Vi �� r IQS r,l. i� 1' I1I1 ' 1 yf ± �r1l' '� I � 1 1� � �. � 1 � � r 1 i { J i �r�� 1 N i � 5{' f,r�`� ' �I' '� I'1 � � - i I 1 I•'' �� 'I. � I i. 1 - r !, r � - � s' F - I- �- � � 1'-•" r•I � 1 },1�,'1 I,. 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' �� I� � 1j. 1'' 7, �',,. � ( i• '� �):° �!- � '1 -� _- i. c -' _ I,� i r, ` (. r +Ip -�'1 n1• 1 1 � � � I/1p� 1 '��' /` �' _ i' i r I /) •r � �' '�� o �f � I �r''� it;. P I'7 '1 '� f `'r l � . .,59 Ir ,;y, � ' Qf+� �,r _, ' ' I ((I, I,Tr'1 ' a �['' e -1' �i�' � ,1 ILL,r{fit P: i I ,- , .ri ( ', ,�1 , r •. .t �T , ., ' -• ' 1 ' F� 1.1 r�l,f r �,jy.r �� `` 1. '1 f1}�p�i „ � J i i '1.� •� •',� 7 �. r j� 1' -r -. r 1 - y I - : ' , r�' � , �, �t .1��5•-�' 'r � 'I�:� rAll : . r ► j of+u>I'�UA JI y � I�i P R 1 }Iv. .' 1j �' ' 4 j' (rq rF`'+ y •-�1 ''' ``' 6. �: ' 1 �r k� •Ttl '� �� '1�1 I V h ^ � l�`„r . 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I 1,�, '1 i ' _ 1 ' �� •,c , - _ - .� 1 {t" � .r � I > ^ .-� �� f ,((��►,w I ,1 � Y , 1 I '� I {)'r c I 1 i Ir � �i 1'"� .11 `-i � 1 ' ' - �I � a 1',. .rr I + 1 . rp 1 - -i • 1- - ' r � I ) i�' I} i 1' I f�� •�_ �}, � �' r :II. „7' Y' _ I n� 1 •', '1 r � ` ',� r. i. _ 1, I r � .I,�I. � � - �'. I AV - _k `�IAr �[� '16�;r��t�: ,��;,�� '''� t r;j •� �y �.�J�'1 ,- ,I - 1 ! 1 { •� � 1 , ,,,r. P �I •! QZi ,.I� �Ll�- 'r!� ,„S•,,�'��' '�i/ ' �Ir •f !'F,1II11 ✓�- ti. •-' ^ �F T � - i r,' ►r- 'lr1• YI � I :.' r - > �'' I -A. _ .r� i � � r i`k f� �1 _ -;j ,.am,v �� , „Ir`AI} s 11LY�i(t��s "S!�'I,1 ' "�f�.. �' � . t� J.,,l ' � �- •' � ,- i i t STATE PROJECT 14UWER SHEET 110. MONTANA STPP 5G-2E251/2 E-1 ELECTRICAL QUANTITY SUMMARY A-LANE TOTAL T014 ITEM FIO, WIERML RURAL URBAN RURAL URBAN TOTAL WIT 61 103 900 FOUNDATION • CONCRETE 9.1 0.7 CV- ID, ►16 523 104 CONDUIT - STEELY2a RIGID 1?0 I20 LL F 1. i16 N t6 CONDUIT - PLASTIC t 2450 1400 5050 Lk FT, b 616 S63 920 CONDUIT PLASTIC ? 2150 4060 6100 LN- FT. 7 616 343 924 CONDVIT - PLA'- STK 2 250 %To Ala Ln. F1. a Yt► 717 00, PULL BOA - CONCREIE TYPE 1 31 14 As EAC- 616 703 002 PULL bag - CONCRETE TTPE n 1 1 2 EACH 611 033 114 CABLE - CDIPPER 2AK14-600 V 300 Soo LN. FT. 1 617 037 611 CABLE - COPPER 9A1G14-600 V __—USO 1150 Ln- rY. CLEARANCE BETWEEN CONDL it1 05)614 CABLE---COPPER 12AR014-600 V 7TO 7T0 LN__FT. FITTINGS AND CABINET SHA;- CORRESPOND PITH THE LAYCVT 611 123 `06 CONDUCTOR --COPPER AWA-600 V 16000 6A0 19840 I.N. F7. I OF THE BOTTOM OF THE CABINET. 617 '73 100 CONDUCTOR (OP/ER AP06-600 v 650 394C 1590 LN.FFt. `j 611 123 110 CONDUCTOR - COPPER AIPGIO-600 V $60 247C 3530 Lk. Ft, 1 •1 1 I 11' I I II IIII It II t II CLASS 'D' 61F_I33 040 CONTROLLER CAB PEDESTAL TYPE D 1 t EACH 11 11 p II 1111 II II III CONCRETE !1 • 11 II IIII II Ilpl II 611 2S3 OW GUT l AICMOR ASSEMBU 2 2 EACH FDUNDATONc It II II'111I Jt p GASKET REOURED III �j 611 25) CIO OVERKAD wi AssE►etI I I EACn •N 11 p I II IIII II BETWEEN CONCRETE 6< I ,II 3/6' SCHED. 80 f! II II IIII II Ba1TOM OF CARNET. i I,II p PLASTIC CONDUIT V1 2T3 /60 L*HTFNG BMCAEF IV 2 2 EACH J f1 I BARE NO.6 ARG III'Cl 611 SOS 240 LUMP"RE ASSEMIBLV - 400 1 S•V. 2 2 1 EAC- DRAIN I) II IIII .I II 1 61 503 504 FLIA7RESCENT LU✓I%ARE - A0 1 14 ,4 EACH - p Il IIII ;I.II � II'llll I I 11R11 611 533 Its SERV ASSE►B Is AMP 1 I EACH II IIII p L_J II IIII III O 41T 331 130 SE RV ASSENB 30 AIM 1 1 2 EACH II•IIII _ II 3' N.H. ° 11 Jill i II $11 333 140 SERY ASSEM6 40 AMP 1 _ 1 EACHII 1111 M sl JI 611 563 010 PHOTO ELECTRIC C7NTRO, 1 2 3 EACH O p 11,Jill p I p 1,11 0 • - 6,i 463 110 SIC - 1RAF 1 COL]R-t RAY +2 a e EAC• 617 503 130 SIG IRA? 3 COL-I RAY 12-12-'2 6 6 EACH 611 553 020 SIG - PEDESTRIAN TYPE 2 6 6 EACH p ,^ 61T 60S Oft CONTLR/1RAF-ACTUAT TYPE A-A 1 1 EACH 41? 6" 105 SIC STA.-CARD T•PE 2-A-900-5 1 1 EACH 617 6" 100 SIC STANOAPD TYPE 2-A-9DO-6 I 1 EACH �'►- 3'-?' �► - 2'-D* --� -1}F —CI T,5 097 SIC S7AWAAD TYPE )_A.900-1 2 2 EACH it? 73362t REMOTE 6 RESET EXIST POLE 6 A EACH TYPE "D" CONTROLLER CABINET 617 763 101 DEIECTOR/:OOP 10 ID EACH MOUNTING ••W qg 647 763 Got DETECTCA/LOOP V4.0 CABLE 660 660 it n. S/B' x IS' CDPPERFIELD - GROUND ROO ^�• a 61T 161 000 REIOVAL AND SALVA E 1 I TYPICAL CABNET DIMENSIONS 127 6,7 I01 COI REMOVAL AND SALVAGE 1 1 L. $..M PID7H 30' i HEIGm1 = 51 _ ' 61T T11 002 REMOVAL AND SALVAGE - - 1 I - L, $•.r DEPTH ■ 17' U 61? T43 030 REIOVE ►RESET MISC ntMS 1 1 L. UV 61T 903 250 PUSH BUTION/PEDESIRAN _ 2 2 EACH � n � 611!O3 i63 CHANGER&E MESSAGE 51GN 3 3 EACH STPP 50-2(25)82 ti it1 010 110 POLES - TREATED TOMEN CLASS A 6o 140 200 Lk. FT. BOZEMAN — FOUR CORNERS *-INDICATES STATE FURNISHED MATERIAL QUANTITY SUMMARY .. C1ESKi,ttD a2x eae-{i B1x 6-T'" TYPE "D" PEDESTAL C3ECKFD AWl- 0161ei rtEv�EO R!4>;SFO ys NO SCALE STATE PROJECT NUMBER SHEET NO, MONTANA STPP 50-2T251E2 E-2 NO. 8 CRIMPED HIGH CARBON STEEL WATERTIGHT CONNECTORS WIRE SPACED AS SHOWN. 6 ONE WAY, 5 THE OTHER WAY. I 1 _ TYPES 1.6. 1 1 k 16 TYPES 2.7, 12 6 17 -I- + '- i NON-FUSED BREAKAWAY FUSED BREAKAWAY -�-+ 4- - - 3 CENTITY DESCRIPTIVE SYMBOL A N0. WIRE SIZES I -�� ' C L - 2 PLUG AND RECEPTACLE SMALL BE HOUSED IN RATER- 3/8" BRASS J BOLT WITH CONCRETE FOR PULL BOXES SHALL BE CLASS "DD" OR EOUAL RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL 1' DIAMETER BEND 3 INTHE GROUND OR INSTALLATION IN SUNLIGHT. 1 y--- — EACH HOUSING SMALL PROVIDE A SECTION TO FORM W L A WATERTIGHT SEAL AROUND THE CABLE AND A 2' 2' 2" q SECTION TO PROVIDE A HATER-SEAL BETWEEN THE 2'rl }� �I —2' "IDL TYPES 3.8, 13 6 18 TWO HOUSINGS AT THE POINT OF DISCONNECTION. EACH KIT SHALL BE SUPPLED PITH SUFFICIENT5 SILICONE COMPOUND TO LUBRICATE METAL PARTS ? r 2«AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. 3 1/2'm 6 —Q' 0 PMERE NOK:ATEO A COPPER PN ANDA COPPERIDW -RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY 7 —�{1/ � FUSED BREAKAWAY SHALL BE CRIMPED TO THE CABLE, THE RECEPTACLE 0 1- 'I REINFORCED CAGE SMALL ESTABLISH CONTACT PRESSLIRE WITH THE PN I ~NO. 16 GALVANIZED THROUGH THE USE OF A COPPER BERYLLIUM SPRING 3/4" MESH B h AND SWILL BE EMIPPEO WITH A DISPOSABLE f .�f^•' MOUNTING PIN. THE PIN SHALL BE OF AT LEAST HALF-HARD MATERIAL AND THE CRIMPING PORTION 9 SMALL BE FULLY ANNEALED WHILE THE REST OF �1• 11' THE PIN IS MAINTAINED N ITS ORIGINAL STATE OF HARDNESS. THE RECEPTACLE SMALL BE FULLY L-3/8" BRASS HOLD DOWN BOLT 10 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK ! TOGETHER SO THE CONNECTION WILL BE MAINTAINEDWITH HEXAGONAL BRASS NUT. 1 1 "S C TYPES 4,9. 14 A 19 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION IS APPLIED 10 THE ATTACHED CABLES. PULL BOX CONCRETE I 12 !p — _ 0 FUSED CONNECTOR KITS SHALL CONTAIN A PAR OF MINIMUM DIMENSIONS 0 SPRING LOADED 90Y. CONDUCTIVITY CONTACTS FOR ELECTRICAL BOND. NO.6 AWc 0 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. COPPER OR ECUAL 13 THE CONTACTS SHALL BE FULLY ANNEALED AND �3«� TYPE I TYPE II ADAPTED TO BE CRIMPED TO 14 CABLE. NON-FUSED BREAKAWAY �LN EXCAVATED TOP E WITH L = 19-1/4" L = 16-1/4" 14 � � __- EXCAVATED MATERIAL W _ 13-1/4" W _ 16-I/4" 5 I ANO TAMP SECURE D = 12' D = 12' 15 I D L = 14-1/4" I D L = 20-1/4' _NO. 30 FELT PAPER t Ic I SEPARATION C L = 15' C L = 21' 16 C W 9' C W = 12' IT CONDUIT IN PLACE 3 19 TYPES 5, 10. 15 6 20 23" - rl�AS REQUIRED a o 14 19 I o - '� STPP 50-2(25)82 ��,p 0 BOZEMAN - FOUR CORNERS 20 �7-=� NON-FUSED NON-BREAKAWAY 00 c _ 1" CLEAN STONE 0 O —DRAINAGE WATERTIGHT CONNECTORS ' DESIGPED s.E.IL ter+. CONCRETE PULL BOX DRAWN S.E.WK. FE►M CHECKED A.,;L. REVISED PULL BOX CONCRETE TYPE I & II NQ SCALE AEVLSED_ AF.tsm STATE PROJECT MISER SHEET NO. MONTANA STPP 5D-2(25162 E-3 USE GRADE 60 RENFORENK STEEL B 6 BARS 14-1 NG- LO ( 1B ITPKAL) INSULATED CLEVIS NSIXATED CLEYIS— 1201240 VOLT — 120/740 VOLT SERVICE a 4 "OOPS AT SERVICE 1'-0' CENTERS TRISTLOCK TYPE — c PHOTO-ELECTRK ANCNOR BOLE A, CONTROL _ 0 TYPICAL) �� —AK MOP BOLT CRtLL -�BEA1hER HEAD HEATHER MEAD {p • _ ENTRANCE F11TNC ENTRANCE FITTING 2-1/2' CLEARAIKE 9 SECTION A-A ]� cRarlorlG LUG -- iear • -- CONDUIT SHALL I'MRE!DE FROM 30' CLASS 4 NO, 6 AVC BARE GROUND RINK FOVOATO TREATED TRMBER N AT LEAST 3' 30� CLASS 4-- OR ►IGIAL EATENSION TREATED TIWER ;, POL E TiOL E 2• STAND-OFF BRACKETS —STAND-OFF BRACKETS _ •.-, REQUIRED FOR CONO'J11, N REQUIRED FOR CONDUITI Y__� ESTER BASE, AND CABINET i 1REFEIETER BASE, C E CABINET II •�[ �ll� COPPER CR9UNORIG STRAP BETREEh (REFER TO INt ELECTRIC (REFER TO WC ELECTRIC COPPER GKLO COFOprt 6 N0. c ARC -II �rjlj' •" SERVICE REOJIREICNIS & 1' STEEL CONDUIT- SERVICE REP- JAN 199 • II II II A II IN II A 2'-0' GUIDELINES - JAN 19941 3 Of ND.14 ARG GUIDELINES - JAN 19941 II ' (I•11 BARE GROUND SIRE A A`IG WAG. __ FATE M IOA II II II ' •' II �lll i 2' STEEL CONDUIT 2' STEEL CONDUIT 3 CIF NO.6 ARG 3 OF N0.6 ARC 7 2• RIGID--_ 2' RIGID-- '-.) '��. • . 3. MAX 3' NAx. a �.r 6' MIN 1• RIGID 6' YIN. '"' ` ' IETER BASE EfTER BASE IF REOUIRE01 uF REOUtiE07 I+—2'-O•—��3. CABINET CABINET —CONDUIT S. WIRING CONDUIT & RAW — TYPICAL OF ALL FOUNDATIONS s' 6EIN. AS REDUIREO S' MIN. AS REQURED 6' IAAII. 6' MAX. L=5 3/4' SCHED. 60 V14 SO CONDUIT PLASTIC CONDUIT O.6 ARG 1 BARE N0.6 AIIG SPACING AS SPACING AS ' NECESSARY TO NECESSARYUPPOORRMTER BREAKARAY BOLT SUPPORT KIER COIPLPC IOK BASE AND CARNET BASE AND CABINET OF I OUR I —i Nit? Mr► 3' ARn. CAST ALUMRAi - FRANGIBLE TRANSSORIER BASE NITP ACCESS DOOR 6, 6 2' KVEL BREM.ARAT BOLT I —5/0'x 9, ETAVLRIO I 1 —5/8'x B' COPPERRELO GROUNDOPPE ROO GROUNO ROD -cam' I GROUND ROD - 1 •• lylMl. II �� 6' TO BE FDRE[D :�r. �•. ft—• •� AT TIC TOP TO — A ,�' •�, •��- A 2'-3' OKIE7ER q•• _ , -•• ' S-2 SERVICE ASSEMBLY DETAIL S S-3 / S-4 SERVICE ASSEMBLY DETAIL $ • ` BEAT COVER WOOD POLE WOOD POLE �u ' ANCHOR TRANSFORMER BOLT COUPLING STPP 50-2(25)82 (BREAKAWAY TYPE) (BREAKAWAY TYPE) BOZEMAN — FOUR CORNERS A N - BASE TYPES FOR LUMINAIRE STANDARDS FOUNDATION FOR LUMINAIRE STANDARDS � oEslaNEo' s.Ex �1l-B6 SERVICE ASSEMBLY CPECKFO A.VV.L. REVISED NO SCALE REVISED RFVISFD STATE PROJECT NUMBER SHEET NO. took STPP 50-2(25)62 E-4 3/4' PVC SCHEDULE-- 80 CONDUIT TO JUNCTION BOX AT' CURB (SEE PLANS) NUMBER OF TURNS AS — PAVEMENT I�14DICATED ON PLANS PIAI BOX 1 = @UL TYPE 'I' UNCET OR EOUAL WITH REMOVABLE COVER —BASE Q• ' r •• ° Q W W NOTE-CEMENT CONDUIT 3/4' PVC - 4 z o J TOGETHER PER SCHEDULE aI MANUFACTURER'S BO CONDUIT N INSTRUCTIONS. 40 4, D MF NS ION _ AS INDICATED L—TEE TYPE CONI"I FITTNC. J ON PLANS PLACE CLEAN STONE DRAINAGE UNDER i •-� — TEE It' SQUARE BY 2' DEEPI. /4' PYC o a SCHEDULE DO CONDUIT ITYp, I ELEVATE PULL BOX I' ABOVE SIDEWALK LEVEL. SLOPE CONCRETE AWAV FROM PU L BOX LIP FOR 2'IN ALL DIRECTIONS, 90* PVC CONDUIT ELBCW ITYP. ) ' r 2 SAWED SLOT PAVEMENT e ° DIMENSION AS INDICATED— a ON PLANS DIMENSION AS INDICATED �••I ON PLANS v PULL INSTALL No.12 XHHW C040UCIOR IN y v BOX CONDUIT. NUMBER OF TURNS SHALL BE AS CALLED FOR ON THE PLANS. r , 3/4' PVC N CONDUIT DETAIL SCHEDULE 80 CONDUIT DIMENSION r J TEE TYPE CONDUIT FIITNG. AS 9 PLACE CLEAN STONE DRANACE UNDER INDICATED ti TEE IT' SOJARE BY 2' DEEP). ON PLANS 2' MIN. SAND CONDUIT PULL BOX & CONDUIT LOCATIONS — L —OVERLAP DIAGONAL CUTS SO THAI SLOT IS FULL DEPTH Ii w x_ o °o° PAVEMENT HEAVY LINES SHOW SAIL CUTS AT TURN PONTS AND CHIP 00 coo .0 °o To ACCOMMODATE IRE LOOP SHARP INNER CORNERS 0 00 0 0 a ° BASE RECTANGULAR LOOP CROSS SECTION OF SAW CUT (FOR NEW PAVEMENT ) NOTES THE SLOT SHAH BE BRUSHED OR BLOWN CLEAN OF ALL LOOSE MATERIAL. AFTER THE DETECTOR LOOP IS IN PLACE BACKFILL THE SLOT WITH SANG TO F I' MIN. A DEPTH OF I' ABOVE TH£ CONDUIT AND FILL REMAINDER WITH PLANT MIX. Z 1'BEVEL � —CONDUIT RESISTANCE OF THE DIRE LOOP 10 GROUND SHALL BE CHECKED AFTER THE r — • SAND I WIRE IS PLACED IN THE CONDUIT. BOTH BEFORE AND AFTER THE LOOP IS SEALED IN THE SLOT. A RESISTANCE Of LESS THAN 10 MEGOHMS INDICATES I ; / A FAULTY SPLICE OR WIRE INSTALLATION WHICH SHALL BE CORRECTED. T/ /I:b.:.: M LITnj• 8' u it ° ~ SAW CUT THROUGH— 0 ° 0 0 0 THE DETECTOR LOOP WIRE SMALL BE No. 12 XHHW CONDUCTOR. TERMINATED o o; o PAVEMENT PAVEMENT OR TO o 0 � •° o M A WATERPROOF Phil BOX Al THE SIDE OF THE ROAD AND C0NNEClEO TO II II A MAXIMUM CEPIN - v-0 °0 II II OF 6' °oa a° A TWO CONDUCTGR CABLE (SPECIFIED ON THE PLANS) WITH A SOLDERED. STPP 54-2(25)82 nn - BASE WATERPROOF SPLICE FOR THE LEAD-N RUN. �--V-O* Du. BOZEMAN - FOUR CORNERS CROSS SECTION OF SAW CUT THE PULL BOX SHALL BE ENCASED N A 2'-0- OtAMETER BY B' DEEP CONCRETE PAD AS DETAILED UNLESS LOCATED INA CONCRETE SIDEWALK. SEE PLAN SHEET. CONCRETE ENCASEMENT PAD FOR (FOR EXISTING PAVEMENT ) LOOP DETECTOR PULL BOX LOOP DETECTOR INSTALLATION DESIGI•EO DRAWN GJS 12 7 CMECKW LLC 8-26.73 REVISED CDP -20-87 NO SCALE ntvtsn STATE PROJECT NUMBER SHEET N0. MONTANA STPP SO-2(25182 E-5 �7 3 BOLT GUY CLAMP OR STRANDVISE TYPE CLAMP -s - -- r —5/8" EYEBOLT 1/4' GUY a LOAD PLATE 3/0' DAMETER r 6' GUY RODS 5/8' ANGLE EYEBOl7 \� 3 BOLT OUT CLAMP OR WIRE —STRAIN �a STRANDVISE TYPE CLAMP - WEATHER HEAD RNGSNCER INSULATOR i ENTRANCE FITTNC ►� } STRAIN WSSULATOR 2• STA.VOARD PIPE � OVERHEAD GUY ASSEMBLY 12` 3 BOLT GUY CLAMP OR _ S STRANDVISE TYPE CLAMP S, A STRAIN NSUlA70R ` 1 B .1L - 3 BOLT cur CLAMP OR STRANDVISE TYPE CLAMP 1/2' SCHEO. 80 PLASMIC CONDUIT 8•-16' LIGHTING BRACKET SCIL-CE1�€NLP / THE POLE FOJhDATION HOLE SHALL BE AUGERED OR 0'JG A MiNum OF 12 INCHES LARGER THAN THE LARGEST DIAMETER LENGTH RISE OF THE POLE AND SHALL BE BACKFILLED N ACCORDANCE xiTH THE FOLLCRINGI THE MATERIAL EXCAVATED FROM THE 1?' R "�" i+: '8" HOLE SHALL BE COMBINED WITH PORTAND CEMENT IN THE 6 22' — — RATIO OF ONE PART OF CEMENT 70 10 PAR MATERIALS EXCAVATED MATERIAL AND MIXED 1N A MORTAR BOX OR OTHER CONTAINER 8' 35, 8' 15' LARGE ENDLfH TO THOROUGHLY BLEND THE MIXTURE. ENOUGH {{� RATER SHALL BE ADDED TO MMAIE A SOL-CEMENT MIXTURE 10' 35' 8' 15. CAPABLE OF ACHIEVING SATISFACTORY COMPACTION. NO 12' ♦ 8' 15' MIXING $HALL BE DOhE CONDUIT ARE PLACED N• THE HOLE. AFTER THE THE HO E, THE PREPARED POLE AND Jl 14 47' 10• i" 8'GUY PROTECTOR — / SOL-CEMEN7 MIXTURE SHALL BE PLACED UNIFORMLY N THE L 16' 52' 12' 19' HOLE INLIFTS OF NOT MORE THAN 8 INCHES IN THICKNESS 4'>w 6' LIGHTING BRACKETS AND THOROUGHLY COMPACTED. CDMPACTNG MAY BE DONE BY HAND TAMPING OR MECHANICAL METHODS SUFFICIENT TO 60'MAX. ACHIEVE ADEQUATE DENSITY. THE CURING TOE SHALL BE TYPE I LIGHTING BRACKET 1 2' STANDARD PPE 2' SACK � � i0.1C!•:O•I NOTE XV BRACE 5L0. 3/4' ANCHOR ROD ARM �f2'MA 5 2' O• ROCK 10' CONE ANCHOR STANDARD GUY AND ANCHOR ASSEMBLY = WOOD/JLE A SQL-CEMENT GUY ROOS ao_ � ,2• NOTES a 4 CUTS AND ANCHORS SMALL BE INSTALLED RIERE AND AS INDICATED ON THE PLANS. I EYEBOLTS AND ANCHOR RODS SHALL HAVE THIMBLE TYPE EYES. ALL HARONARE NON-SKW CLAMP g BRACxET RISE OF SHALL BE GALVANZEO. alt t 36' SPREAD ARM u4LE55 OTHERWISE NOTED ON THE PLANS OR SPECIAL PROVISIONS, MATERIALS SHAH ? b MAR. ^A" "B' CON!DAM TO THE F011O"NNG 8' 27• (I) GUY WIRE SHALL BE 3/0". 7 STRAND DOUBLE GALVANIZED. 10' 52' 12) THREE BOLT GUY CLAMPS SNAIL BE MEDIUM DUTY TYPE. STPP 54-2(25)82 N O 12' 64' IS) GUY PROTECTORS SHALL BE HALF ROUND, 18 GAUGE STEEL (MINIMUM) OR A DURABLE BQZEMAN — FOUR CORNERS 118, 58' YELLOW PLASTIC 8 FEET 1CNG. TYPE 2 LIGHTING BRACKET S8' t4I STRAIN INSULATORS SHALL MEASURE 4.1/8' X 2-1/8" OVERALL AND HAVE A RATED 62' VOLTAGE OF 4.4 KY AND A MECHANICAL STRENGTH OF 12,000 POUNDS. TYPE 1 AND 2 S2" (5) ANCHOR ROCS SHALL BE 3/4" N DIAMETER AND BE SUPPLIED WITH A RASHER AND NUT. ROOS SHALL BE IN LINE WITH THE STRAIN. LIGHTING BRACKETS - LDRAWN 16) CONE ANX:HORS SHALL BE A 16" DIAMETER STEEL PLATE IMINWUM) OR A 10" DIAMEIER EXPANDING STEEL CONE IMINMN). GUY AND ANCHOR tT) GUY CLIPS SHALL BE USED TO SECURE ALL CABLE ENDS. ASSEMBLIES DF.S 5F4614Nfl SCr.:E STATE PROJECT NUMBER SHEET NO. TYPICAL SIGNAL MOUNTINGS LAONTANA STPP SO-2425)92 E•B PDLE SHAFT SIGNAL ARM FOUNCATION _ - TABLE o 0 0 0 0 0 © o o Q g o o ®°p °o� O O O O ANCHOR BOLTS E F G f f f f •N To•A f'IOVERALI•lf•) lr•ao. 19• 1'- W MC - s' A]25 1%; IA* P-T 2'-6• pppiiYggq TYPE III LOWER $'W1 19'.70',25'6 ]D 11'S0. 11/i 1%: '�'� f v 1 A TS'N 6'to 19•S0. 20' 11/;- T NC i' A]25 I�i 'y; 1 7'-i' T'-1' 2'•6• NOTE-USE B OR MOUNTING. SNALI AF BE TYPE 191 LOWER SILAFI 3S'.AO'6<$' 19S0. 19' r• _ USED F011 IQMT NG TRAFFIC TIPS 121 LOVER SKQ) SO' 1!'S0. 19 1%; 1ri A 11S'% 6'tOVERALL-61'1 I VSO. 20' 1'/;- 1 AK 6' A32S Ili' )yi ! 9'-0' 6'•i' ]'-0' _ AND PEDESTRNN SIGNALS 10 1NE POLE SKkFy LINLESS OTef R'RSC SHORN ON 1HE III, / ( !�) ►LANs. 51E.NAl FACE MDUNTLNG POINTS s uodq �asoa uD.a¢ STANDARD CLAA4.flL POLE WWTNG 2 • • •S :�. R 1 •9 R10 IAAST ARM PIPE BRACKETS FOR POLE WUNING ELEYAIOR Pl111EU'fR PEDESTRIAN SIGNALS ONLI TABLE Zr[MERG.VCH(LE R MOUNT04 TRAFFIC ALA PEDESTRNN ScvALS MAST ARIA WOUATNG ENG.VEOETECICSIGN PANEL SBhµ 31GNAL S 54NALS P[P.SIGNJ4 CCAITAQLER CAB' NOTES DESIGN AREA NIL 3.0 SO.FT. 1.0 SO.FT. 1.0$4,FT.1.0 S 9.0 So'F1' 3.0 50.F1. �•�2 X-FT' STANDARDS 3HIAll BE DESIGNED N AtCOkDANC( Rr1H TH[ 1976 AASMTO STANDARD SPECFKATICIV$ O DESIGN WE IGaI hl 'Do lC I. IL 10S /W- 109 Le. TS L6• 410 le. 60 lB. 900 ll. FOR STRUCIUUL S'JPPOR7S FOR HIGNBAV SIGNS. IUtNARES A►D TRAFFIC SIGNALS IAND ANYAAENOMfNTS THERETO). TAFjLE 3 DRAG COEF.Ica) NIL 1.2 I. 1.2 1.2 0.5 1'2 1.2 1-2 DES41 w1kD VELOCnY SMALL BE SO M P.M. 15• 20'S 25' 35'.40 6 45' 50' DESIGN AREA • AREA III.MAAKA)M WNO LOAD LINO S PERPENDICULAR TO STANDARD, AS SHDMhI. VIC.PTS. •1.•2 6•3 ft 02.03 904 0I!2!3,•4 6 fS 01.02.94.65 6.6 DESIGN WE"l • DEAD LOAD. 10 NC - 3• A]25 {TTP,) ALL TYPE it I LOWER SHAFTS $MLL BE DESIGNED FOR O 30' AND AMOUNTING H41GN7 Of AS" j(,• - 11 NC - 2%t' A72S t11P.1 o - ALL TYPE 121 LOWER SMfTS SHALL BC DE56+AE0 FOR A • SO' AND A MOUNTING HEIGHT OF AS . ANCHOR BOLTS SMLL IE MA! OR lot^. TOP ENO SHALL BE GALVANIZED AND THREADED 12.1/11k.I. IG' - 4 • PELDF•G PROCMAfS, SYNNOt S. BASE METAL SPECFICAIRMS AND CODES MLST BE CALLED OUT RC MOVABLE 1 - <S IlY►.7 CAP _ \ - PROI TO FABRICATION OR APPROVAL, —PEDESTRNN 7' SCHEDULE AO AB] PIPE _ E SwLFTS• ARMS, APO ACCE5$VRIES SHALL BE GALVANIZED •T^ V IS � P.rSN BUTTON IBREAA SHARP EDGES FOR * DOL PER ASTM OESIANAION A125. ►•EN SPECd ED WPIE PROIECTONI o �• iH1EADED SCEOtAE 40-7 2• SCHCDLAE 40 ASS PIPE 4' XHEM,�[ AO AS] PIPE ASS PIPE (BREAK SHARP EDGES \ cBRUK SHARP CDliS FOR ©ITTP.J=� Y IBFIEM SMRP EDGES FOR FOR WOE PRO'ECi ON) ' ` 11RL PROTECTONI WYt _ (J WIRE PROIECTICN7 4 I 1• LU60NAPE 2'- O' MN.- nODA 10 ►OlE • 3-4- SHAFT FOR SJPORT IF MAST ARM - ANCHOR Bat • ♦ OF WOE CLAP I SIGNAL WS7 ARM / YATERW r ILMNAIRE ARM I 2' BEVEL T - �PRO1 R11510N DER 63 �h,•<.•S 6 06 - MN.11 GAUGE I \ S TO —I•' PLATE 1D►, I SHAFT - FACE OF CURB PLATE--+.I I BOTTOM AND SIDES - r -- • --- - - I - 1%t' XNCO'JLC AO ASS PIPE 7 1' PLATE 10RILAA SHARP EDGES FOR � UPPER SfAIT I -, MORE PRCTECIIONJ ?•I I 6yi I 6Yt 2It MN.t 1 GAUGf I Y•_ 0• L<• LUMINAIRE ARM CONNECTION © - 1 FOR e`I.*2.�3. A. S A6 FOR *7 -- I LONER sH.AFT , NOTE-REMOVABLE CMS STALL BE COUPLING DETAIL COPPER &ROLMONA - _ S/.• PLATE 10P, SUPPLED HRH EACH COUKNG NO'E-LUMNARE ARM AND SIGNAL STRAP BEIPEEN CLASS •0' 0 BO11OM AND SOES EACEPT FOR R1. •9 6 R10. INOT APPL CABLE 10•B,•9 M 010) ARM ARE N THE SANE I ANCHOR BOLT, CONCREIE O O VERTICAL PLANE, ON THE CONDUIT MID BARE FOUNDATKN -- SAME SIDE OF THE POLE. ABA MO.i GROUND HOE —- -A16 PLATE O III • I7.S'__ — OA -- __ I COUAL`T SPACE" UPPER 5HAFJ - I '-+{ I 1 2.S' — I !S'► A5' _ S. PLATE Oj I PrEmOV'AILE CAP 2 I MpUGM ] - r Alb PLATE - •- S• 0.5J I ] I 1 • SIGNAL ARM CONNECTION F�--~ 'e •< —��_ 4.s '1 s T�,.A--�—�•�� •s— R6— 13•so 1tPC u) OR ttl SIGNAL ARM LOWER SHAFT • K MIN. T GAUGE MIN.? GAUGE ✓ • ; ARR011 TO BE LEFT OR RIGHT, L' LOWER S-M7 PUSH OR BOTH AS Rt OURED. P.1SH • I$•--- BUTTON PORCELAN ENAMELLED SIGN, T , — HMOHOtE B l TDh I O Ef • U HOOPS AND COVER NA�T f S• . Tip.' BLACK LETTERS WALK •W 6 ELEADS 4J AT BOTTOM Of IMf. SPACED T IU C • • <5�11YP.H I GREEN Oh WITF BACKGROUND. SIGNK HEADS IFELO MKyN7E01 Yi NUT HOLDER--_ SIGNAL 54NRL• I Al ABOUT 1 _ 0 i FOR GROJNDNL I - -- BACK OF CASTING SHAPED 10 I f 6 BAR ITIP.I CENTERS I , III CURVATURE OF POLE. O f! 1$ ELEVAIIDII AT 15011CM OF PED.-- LONG .• j . O $IGML .fA.GS aCLO WONTED) \ jT 1Y O — 2Y: CLEARANCE vi • A A36 PI ALE NOTE-A MIAHOL E DETAIL I ems' AND A KJ1 HOLOCR e' FOR "DON• i WALK-WALK" USE MADE 60 REFfORENG STEEL DEIAI SPIALL BE FOR COLOR 010 IS ELEVAT" Al NOTION OF- COVER HATE REQUIRED.IASSIGNAL SIGNAL CCA.IROLLER CABMEN IBANO MEUNTEDI ` TYPICAL FOUNDATION SHALL BE PROVDEC B17H 1 -�� PEDESTRIAN PUSH BUTTON SIGN HAFT EACH POLL S TS. T Y'i PLATE I O "OJHECCT h'EF FROM SwLFT 2''SWRH PIPE,—` I 10, p I RE MVIVABLE CAP, BREAA SHARP EKES ?• %DYE-COVER PLATE OETAE I FOR WIRE PROIECTRY.. _ SHAH BE at au Of D. -t- LOWER SOFT MS <S•ITIP.1 O �© ,r'` "tee STPP 50-2(25)82 5 TERMPaL �. 2A & 3A STANDARDS I v B � OZEMAN — FOUR CORNERS -- � O COLFART►ENl--.=;... SHAFT TO SHAFT SOL E SLOT = ArC HOR BOLT , $LANE I/; 1TIP.)--_' 7ty SHAFT MOUNTING PLATES DETAIL o -- TYPE 2A & 3A SIGNAL STANDARDS, A76 Pl ATE BASE DETAIL � FOUNDATION DETAILS,AND DESIGN B.E.K 6-2W-M DRAWN at.K a26aW TYPICAL ORIENTATION FOR TYPICAL SIGNAL MOUNTINGS r 0 AWt. TYPE 2A TYPE 3APIPE BRACKET MOUNTED SIGNALS No scnLE IsD STATE PROJECT NUWSEN SHEET NO. ►ONTANA STPP SO-21251E2 E-7 --- - - - -- S-2 1 2 3 4 5 6 T 8 9 10 1 1 12 13 14 AWG NO. 10 COPPER CONDUCTOR g� AWG NO. 10 COPPER CONDUCTOR >S AWG NO. 8 COPPER CONDUCTOR 5- 4 -- 20 j 5 _ BASE OF TRAFFIC AWG NO. 10 COPPER CONDUCTOR SIGNAL POLE NO. 4 6 8 5 t .,, -. I to ? 2 ? AWG NO. 10 COPPER CONDUCTOR f G (TYP. ) AWG NO. 8 COPPER CONDUCTOR AWG NO. 10 COPPER CONDUCTOR AWG N0. 8 COPPER CONDUCTOR AWG NO. 10 COPPER CONDUCTOR 3 SYMBOLS NOTES AWG NO. 8 COPPER CONDUCTOR ® INDICATES ELECTRICAL SERVICE. USE 6 AMP MIDGET FERRULE TYPE FUSE IN 2 WATERTIGHT FUSED CONNECTORS LOCATED 2 ❑ INSIDE POLE BASES. INDICATES CONCRETE PULL BOX. ?0 20 SEE THE RESPECTIVE ELECTRICAL SHEETS O INDICATES BASE OF TRAFFIC SIGNAL POLE FOR SIZE AND TYPE OF PULL BOXES. OR LUMINAIRE STANDARD. THE PEDESTRIAN UNDERPASS LIGHTING WILL AWG NO. 6 COPPER CONDUCTOR USE ALL AWG NO. 10 COPPER CONDUCTOR •�. . -'A INDICATES GROUND LUG LOCATED INSIDE FOR WIRE RUNS. NW BASE OF TRAFFIC POLE BASE. g SIGNAL POLE NO. 2 A INDICATES GROUND SCREW INSIDE _I LUMINAIRE FIXTURE. INDICAT{$ TRAFFIC SIGNAL 2O NUMBER EPER ASHEET NUMBER TERTIGHT CONNECTOR R IDENTITY E CONTROLLER CABINET CONNECTORS INSIDE POLE BASES OR PULL BOXES. INDICATES LUMINAIRE AND/OR POLE NUMBER. STPP 50-2(25)82 AWG NO. 10 COPPER CONDUCTOR BOZEMAN - FOUR CORNERS ., � INDICATES TRAFFIC SIGNAL CONTROLLER CABINET. AWG NO. 6 COPPER CONDUCTOR ONE LINE WIRING DIAGRAMS -' DEi1GNED SEC Ed0-M S-3 FOR LIGHTING SERVICES DRAWN 6.E.K .- BOZEMAN - GALLATIN COUNTY CHECKW A.W. "04 Et wEC IIEYSED IIEY'KED STATE PRQIECT NUMBER SHEET NO- INSTALL NEW CHANGEABLE to MONTANA STPP SO-2(25)82 E-0 MESSAGE SIGN tOPEN-CLOSED) VYEIGH TO NEIGH STATION I Of E%KTING t STEEL CONDUIT STATION CHANGEABLE MESSAGE SIGN 2 / NPAT RIGIFT ISEE SGNNG PLANS) i Z NEW 9 of A�6 CONDUCTOR OPfV dASFL NER TYPE I CONCRETE NEW ?' SCHEDULE 80 PVC PULL BOX t. CONDUIT I ' NEW I%' SCHEDULE 80 PVC EXISTING TYPE I EXISTING TYPE I NEW 9 of AWG6 CONDUCTOR f l CONDUIT EXISTING I ' STEEL CONDUIT PULL BOX PULL BOX NEW 1% SCHEDULE 80 PvC �� NEW 3 of AWG6 CONDUCTOR EXISTING 3 of AWG6 CONDUCTOR CONDUIj � NEW 3 of AWG6 CONDUCTOR I NEW TYPE I CONCRETE r------------r"-� - l ------------ PULL BOX f;%ISTING 2" STEEL CONDUIT ---- ----- -------' ----- --:1 ' •..................... EX'STING 3 of AWG6 CCSDUCTOa ' l043f00; o0 NEW 9 of AriG6 CONDUCTOR FOR W Woau� .1 o i II NEW TYPE I nEa TYPE WEIGH STATION I CONCRETE CCNCFE'E L PULL CBOXONCRETE PUI. d x 0 1 i I _iT - - I 11 1 it i _ 1 F I f �1 l Ir _ _ —-1 - .-___------______________ ______-_ ----- __-------____-_--__-____--___-- 1 ' --__ ______ W. 11� FROM REST YELLOWSTCNE - --- ------ ------------ 1--- f — -------------- - —�>� - - —f - — TO BELGRADE s i WEIGH TO WEIGH STATION STATION CHANGEABLE ME55AGE SIGN If00 AHEAD J (SEE SIGNING PLANS) I cleat CLMM 1 1 ' 1 1 I ' ----------- --- - -�----------- I INSTALL NEW CHANGEABLE I THIS SECTION SHOWN -- I NEW 1'/' SCHEDULE 80 PVC ►ESSAGE SIGN (OPEN-CLGSED) ON SHEET E-9. I I CONDUI NEW 3 of AWG6 CONDUCTOR WEIGH STATION BUILDING NEW CHANGEABLE I WALL SNITCH MESSAGE S.P.D.T. SIGN I TIPE I CONCRETE PULL BOX I SPARE "KIN I I I O O ttS�•�C. - CMS JT 0— 9 CLOSED 1T�0 S �to•31 I x I I .ttu"aAL � NEu'aAL I I NOTE THE CONTRACTOR 15 RESPONSIBLE FOR _ I I LOCATING AND PREVENTINGACILIT IO DAMAGE TO ANY UNDERGROUND FACJLITIES PRR MAN PANEL NEW I%2' SCHEDULE 80 PYC IN BUILDING CONDUIT I I TO ANY EXCAVATION. NFW 3 of AWG6 CONDUCTOR I ALL PULL BOX LOCATIONS ARE I I APPROXIMATE. i I./GI naart,a I W 1 I 5f00 V N i m I REF. R7F-HES /5.114)0 O TYPICAL WIRE DIAGRAM STPP 50-2(25)82 FOR EXISTING SWITCH CONTROL OF EACH SIGN 1 BOZEMAN — FOUR CORNERS WEIGH TO WEIGH STATON ` STATION CHANGEABLE MESSAGE SIGN NEXT LIFT ISEE SIGNING PLANS)--, WEIGH STATION SIGNS MT. 84 & U.S. 191 1ASIGNE0 D.E.S �te-a INSTALL NEW CHANGEABLE BOZEMAN — GALLATIN COUNTY DRAWN DE.S. a-xiw MESSAGE SIGN IOPEN•CLOSED) CHECKED Al w •1 Y� x •e REVISED SCALE. 1' 50- 14 s 1047 0 m atY13E0 P.EY1 STATE PROJECT NUIEER SHEET N0. 10 CHANGEABLE MESSAGE MONTANA STPP 50-212S)62 E 9 +zoiz.o You SIGN ISEE SHEET E-8). SE RY Kf PHDIo-ELccTRc MT. 84 FROM NORRIS Ate MO.S—' CChTROL ' METER BASE =ANG (ILL 14 11 11 LDHTNWG ARRESTER CMCUII BREAKER I 1043TLOd 50 AMP, POLE, CIRCUIT BREAKER--__ A Jv SA10.0 iHRQN I Z POL I QSINGL��T1N10 E. -AUTO-OfrtCMAN„Al I TYPE 7R —SO AW RELAT :t CAB N[T 2 POLE,SINGIt THROB I as Ar. MO.B I I CONDUIT as MIRING SCHEDULE SOLID STATE SNOIF TO LLMINAgES CIRCUIT FLASHER NrtH I I IO ABC R.L S D 1 OF 2' SCIECULE BO PVC CONDUIT WPRESS dI 110. GROURO I — r 2 OF AWGII CONDUCTOR OF 2ARG14 SIGNAL ABLtGH(BEACONS) NC BARE Air. uO.Ii--.1 '—� 2AIr14 SIGNAL - - - - - - I OF AIYCIO CONDUCTOR (GROUND) GROUND ROD----�'= CABLE 7Q OVERHEAD f I D 1 of 1�2' SCHEDULE 8C PVC CONDUIT FLASYNG BEACONS - i TO CHANGEABLE MESSAGE 1 OF 2AWG14 SCHEDULE CABLE IBEACUIT O SIGN [SEE SHEET E-81.S 1 SERVICE MIRING DIAGRAM O O �� O 2 OF AWG8 CONDUCTOR tLICHTING) p G I OF AWGIO CONDJCTOR tGROUN0) I OF 2' SCHEDULE BO PVC CONDUIT � / o 2 OF 21// SCHEDJLE 80 PVC CONOJIT TO E SHEET STATION 3 OF Aili;6 CONDUCTOR (CH. MESSAGE SIGN) (SEE SHEET f-8).E------ --"=1 ` —- -----!-� w 2 OF 2' SCHEDULE 80 ?VC CONDUIT W ``-1 O 6 OF AWC6 CONDUCTOR UCH. MESSAGE SICNS) Z y� 0 0 59A.LT1T+6T < D I OF 1%2' SCHEDULE 80 PYC CONDUIT lze LA_N Ix LNE U.S. 191 '2' RED oQ CD 12' -1 G� 1 OF I%2' SCHEDULE 80 PVC CONDUl P pY J 12" _� m 3 OF AWG6 CONDUCTOR (CH. MESSAGE SIGN) W 12' RED I OF 2' SCrf%:E 80 PVC CONDUIT ^W 0 NEW TYPE II O > 9 OF AN06 CONDUCTOR ICH. VESSACE SIGNS) ~ NEW SIGNAL HEADS `�'� CONCRETE 12" RED LENS N t 12' RED r PULL BCX If) NOTE: THE 40' CLASS I WOOD POLES SHALL BE LOCATED SIGNAL INDICATIONS �In STA r r= c0 APPROYAtATELY 5 FEET BEHAVD THE BACK OF THE W T.66 '� S 3' L T. � LINE - U.S. III SIDEWALK. 1. ALL POLE LOCATIONS AND PL/1[ BOX LOCATIONS S-1 — ARE APPROXIMATE. FAIVAL LOCATIONS SHALL BE I ti DETERMAYED BY THE PROJECT ENGINEER. ALL PULL BOXES SHOWN ARE NEW TYPE I CONCRE7E 1 a PULL BOXES UNLESS OTHEAIBISE NOTED. i" 0+00 EAST 120/240V OVERHEAD SERVICE THE CONTRACTOR IS RESPONSI&E FOR LOCATING 618+t5.1 SOUTH - BY MONTANA POWER O CMPANY AND PREVENTING DAMAGE TO ANY l/NDERGROUND t044144.65 REST I FACkITIES PRIOR TO ANY EXCAVATION. ` O+Ca NORTH \ i0 AMP SERVICE ASSEMBLY I i A PHOTO ELECTRIC CONTROL 30' CLASS 4 WOOD POLE / IN5TALL PER $-I SERVICE ASSEw.Y MEN 40CII H.P.S.V. UJMINAIRE I DETAIL ON SHEET E-3) hER PIPE I LGKIrMG BRACKET-16' 1 ' RCN TYPE I LKHI N. BRACRLT-16' I I I I�' I�00 Pp "1� NEN CYERHE0.7 GoASSLRBLT k1 t 2ANG1, S1041A1 CANLE, O I 1 of ARCIO i 2 of Ar.,B CONDUCTORS —_ _SAC : SX OF SPAN _ NEW AO' CLASS , —� _ 7 --- _ R900 POD[ B _® AEN ► REUSE 1ESSEVCLR MRim �Elt 40' l'SS 4 C k4CHOARO CUY AND w RINGS AS REOURED SDERALK WY AND •NCHOR ASSCIELI I Of ANG10—`I ANCHOR ASSERB.T 1J(q V L 2 0f ARCS MEN SGNALS I 7 TONLOLMNOARIRf -. 6 REF! Il'If1 F5-I1.)G v o r CLEARANCt1ROWIr.ADNAV U. S. 191 TO BOZEMAN TO CIUWCEABLE MESSAGE TO 8011DM OF SG%A- BACRPLATL SIGN (SEE SHEET E-8). STPP 50-2(25)82 BOZEMAN - FOUR CORNERS IV SCHED. 00 PVC CONOUITJ� 1 of ?AKSIGNAL CADLE r- - FLASHING BEACON INSTALLATION o APC4 Cf AKIO CONDUCTOR 5 OESIGI.pp D.E.A N-tt-N 2 of AtIGB ONO,;CTORS �'-TO SERVICE SOL-CEMEAT AT BASE OF BOTH MT. 84 & U.S. 191 CHED= AWL. a4i4 POLES I AND 2 ISLE OETAL ON Re+1sED SHEET E-9) SEE SHEET E-S FOR LIGHIAC, BOZEMAN - GALLATIN COUNTY RLlIISEJ AFLACIE SSE IE1 AhO CUT S L ANCHOR C )p STATE I PROJECT K AMER SHEET N0. tX)NTANA STPP SO-2(25162 E-10 PEDESTRIAN UNDERPASS /z" •.NOCKCUT FOR CONDUIT AND WIRE ENTRY. O ? RICO STEEL CONDUIT 3 OF AMC NO. 10 CONDUCTOR CONDUIT AND MIRING IS BETWEEN FIXTURES MOUNTED o TO THE TOP OF THE PEDESTRIAN UNDERPASS USING CONDUIT STRAPS OR Y4 STAINLESS STEEL BANOW. p Rir WITH MASONARY ANCHORS FOR MOUNTING IN CONCRETE. 0 NOTE: o CONDUIT STRAPS OR STAINLESS STEEL BANDING v SHALL HAVE A MAXIMUM SPACING OF Y. H FLUORESCENT ILAwINAIRE ASSEMBLY I APPROXIMATELY T' CLEARANCE 3 ; I NOTE: o I FLUORESCENT LUMINAIRE ASSEMBLY SHALL BE h i - SECURELY FASTENED IN PLACE USING MACHINE '•" 0 I C CONCRETE. MASONART ANCHORS p� FOR 4QINTINC -- - c- N - L I I %.0 PEDESTRIAN UNDERPASS A TRANSVERSE SECTION 0 (10 x) o 0 : I p O 120/240 VOLT _ NOTE: SERVICE � — I FTT THE CONTRACTOR IS RESPONSIBLE FOR LDCATING AND PREVENTING DAMAGE TO ANY UNDERGROUND AWC NO.6� - D FACILITIES PRIOR TO ANT EXCAVATION. METER BASE v z n 7 LIGHTNWC ARRESTER J m I (TYPICAL 1 v) — TYPE I CONCRETE PULL BOX CIRCUIT BREAKER = IS A►P.1 POL E. SINGLE THROWN.E.M A. TYPE jR CASINET BARE AWC NO.6- 7 II/' SCHEDULE 60 PVC CONDUIT - += - - �P'• 9 bF AMC N0. 10 CONDUCTOR GROUND ROD=_ _ \� (GROUND) AWG NO. 10 TO FLUORESCENT S'Z INEUTRALI LUMINAiRE SHEEiSSEMBLIES PEDESTRLAN RAMP 1120 VOLTSI- 120/240V OVERHEAD SERVICE _ BY MONTANA POKER COMPANY STA. 40+60 1Q9' RT. FLUORESCENT LUNINAIRE ASSEMBLY S-Z SERVICE WIRING DIAGRAM (14 PLACES) 15 AMP SERVICE ASSEMBLY 30' CLASS 4 WOOO POLE (INSTALL PER S-2 SERVICE ASSEMBLY DETAIL ON SHEET E-5. 1 � N • q j' 6' 12' 12' 121212 —+ 1212t? 121212 12 � I� I I STPP 50-2(25)82 BOZEMAN - FOUR CORNERS N - PEDESTRIAN UNDERPASS LONGITUDINAL SECTION END 9t"x91" Rcu PEDESTRIAN UNDERPASS LIGHTING BEGIN 91'x91' Rcu (3 x) STA. 40+50 80' LT. MONFORTON SCHOOL ROAD STA. 40+50 76' RT. oE51GNE0 SIE.K. 6-Jtla BOZEMAN - GALLATIN COUNTY o(IAvrty s.E.K. 0a044 CHECKED AWL 94-011 rot�rato - scan I• = zo• o :a •� REVISED _ �EwSf D STATE PROJECT NUNSER SHEET NO. O MONTANA STPP SO-2(25)82 E-II PLACE PULL BCX APPROXIMATELY o 5' BEHIND GUARDRAIL. ci w C) 0 ul o J �— 4 ^ ' W p 0 H J - o MERRY a ROJNp" O O _ T O 12 ' RAE aia SCHOOL 1 T 1�17- L - LN -- � a/R Lz — _ O O R � In = Ln Z Y < 03 to vl W go ii;f1 U — I� 7 �+ cc Q 0 PULL BOX SCHEDULE ' u a u~i a N `JCL a PULL 0= STATION OFFSET - C d d O o rr o 1C1� 1 1 .tj +5 1 a 1o3+2e • Rr. a I o o' 3 105+6! . L o IL , E0442 45 d a6 754+40 1 ,S LT- 6 1-,44 , FT. 155,16 ,D LT_ W NOTES: � Io 20T•E7 45 at, j I r 206-3 ! 45 Ln F- `z• t i T.1. to F D ❑ INDICATES TYPE I CONCRETE PULL BOX. (NOT TO SCALE) 1, 34+29 , w- CV — 1 zv. I w INDICATES PULL BOX N MBER. �i t . ,5 LT. N z > --- INDICATES 2" SCHEDULE 80 RIGID PVC CONDUIT. 17 3041+3T 45 PT. F7 tn < < -- 1! 09+0 LT. n J t9 ♦C A 1. 0O z w ALL CONDUIT SHORN ON THIS PLAN SHEET SHALL BE SCHEDULE 80 • — Q J RIGID PVC CONDUIT. THIS PULL eax SCHEDULE PERTAa+S (L p N 3 TD THIS SHEET ONLY. 0ALL PULL BOXES SHOWN ON THIS PLAN SHEET SHALL BE CONCRETE - a I TYPE I PULL BOXES. x 13 I` 15 16 I I 18 I ALL PULL BOX LOCATIONS ARE APPROXIMATE. FINAL LDCATIONS 'gW - a — R/w a/R — E I w� SHALL BE DETERMINE BY THE PROJECT ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR LOCAT14G AND PREVENTING •. �. ~ I I DAMAGE TO ANY UNDERGROUND FAC L IT IES PRIOR TO ANY EXCAVAT ION. - - - - - -� - T - - T - - � L } STPP 54-2(25)82 BOZEMAN - FOUR CORNERS 14 �/ FUTURE TRAFFIC SIGNAL CONDUIT VARIOUS INTERSECTIONS C oesaNED sE_K �r�6 PLACE PULL BOX BEHIND SIDEIIALK. U.S. 191 - WEST OF BOZEMAN DMwN 6.EK hl7 (FOUR PLACES) cm KEO Awl ,�,.... BOZEMAN - - GALLATIN COUNTY REVLsco aEVtSED SCALD I- • 60' G "JO attiTSFD U.S. 191 TO BOZEI AN STATE T PROJECT NUV6ER SWET NO. POLE SCHEDULE / WNTANA STPP 50-212S162 E-12 LUMNAIRC IRAs ARM FOUNDATION TYPE POLL N0. POLE TYPE SIM ON OFFSET + / 1glATNG HEIGHT LENGTH LUMINARE DN.X DEPTH POLE BASE MOUNTAIN BELL el 10 A- _ !♦ �5 l 1 10 R0 K 0 X 1 6 _ HR AKANAT O 6 10-A 366-3 ]2W�S2 AS R 0 10 _ LOON KP.S.Y. ? 0 X 1 6S. HREAFAVY b 600-7 311�52 <b' 11. AO 10' 4OON KP.S.Y. 2 0_r 1'6 BREARAMYs /�10-A- •1 -_ -IB1 R 1� 10� IOOt K .V. 31'D� ■ 1 G BRE AAARAT xO d•S-4 ---_- O 120/240V OVER-iAO SERVICE ' e1 M NTANA POWER COMPANY AO) A� v STA. 331N0 S60'ERVICE LT. NEW 30 4,1 SERVICE ASSEMBLY / Mtt PHOTO ELECTRIC CONTROL REMOVE ANO RESET NEW 30' PARS / 1 POLE / 1NISIALI PER S-1 SERVICE KC ASSCA6lY �h RFMCNE ANO ROSE- RESET OEIAL ON SHEET E-31 - EX6TING IUREAAARAY BOLT COUPLINGS. S. IYPE 1O-A LUMNAIRE STANDARD, ENTRANCE TO LUIINNA NE WST AAV1 AND LUAINA/1E. RESEI OFFICE REAOVC COWLEI E}Yl OR AS GNECTCO EX57" DREAAANAV BOLT COUPLN65 MAIN MALL ' F%SING 2'0'P 6 0 CCkCRtTE F&U AT10N. EXStNG TYPE 10-A LUMNARE S1AFdARO, IFOUR PLACCSI EXISTING LLMNARC LMST ARM AND LUMNARE. ON APPROXIAN1t POLE LOCATIONS' (FOUR W PILAACCE /C S SEUPOLE SCHEDULEI STA. 326021 11' LT. STA. 32N33 It' LT. STA. )3G.D5 10' LT. / STA. )32416 22' L1. NEW TYPE I CONCRETE PULL BCX / ` EX67NG EDGE OF PAV'EVENT 17 OFFICE REMOVE AND SALVAGE O REMOVE AND SALVAGE X ' E057140 CVE04AD GUY ASSIMLES 1/1. /' / „ NOTES' EAGTNG OVERHEAD SE RV[E 111. / CARTING CONTROLLER ANO CASKET 111. EXISTING PEDESTRIAN PUSH BUTTONS 17). EXISTING GUI AND ANCHOR ASSEVELIES 101. / / / �� ALL LUMP.AKE ►OLE AND PULL BOX LOCATIONS ARE F AND EXIST" W063 POLES 14). // ; � 14 PROJECT EVG FINALLOCATIONS SHAH BE GE IERMN_0 BY NU 1y' SC HED:AF eo PVC caoulT REMOVE AND SALVAGE NEW 2 f AWL E CONDUCTOR / / ' ��, THE CONTRACIOA S RCSPONSOLE FOR LOCATING AND NEW 1 OF AK tO CONDUCTOR �. REMOVE AND SALVAGE PRIEVENING DAWIGE TO ANY UNKRGROUND FACILITIES PRIOR / /-- EXt511NG 20 ALP SERVICE Z. �� EXISTING PHOTO ELECTRIC CCM1ROL l0 ANY EXCAVATION. ABANDON P. PLACE EASTHNG TIPE POLL BOX O / /. - / BQ LASTING 4000 POLE / NCW TYPE I CONCRETE PULL BOX TO OE USED FOR BOTH LIGMIING AND TRAFFIC SIGNAL INTERCONNECT tSEE WET E-+11 ALANOth •L PLACE EXISTK Iy' RIGID STEEL / /- / CONDUIT AND EXIS'NG 2 OF AK 10 CONDUCTOR. ENTRANCE TO MAIN MALL OFFICE ,2a/210 Ya7 SERVICE -PHOTO-ELECTRIC AVG 110.t— CONTRA PCRINNCNT (CNSTRUCIIOR EASErE NEI AVG NO.11 METER BASE —[IRCur1 BREAAER REMOVE AND RESET SINGLE I"Row RCAOYE AND RESET LASTING 1l-11-11 SICNALS �' LIGH7NPG ARRESTOR - SEE SHEET 1-13 FOR NEW LOCATIONS - J WGHT KACESI - 1 i NEW tyt'�SCHEDULE 00 PYC CONDUIT (TVPrXI MJTo-OF F-MANWt / NEW 2 OF ANG B CWQUCTOR St1TCH i - NEC 1 OF AVG w CONDUCTOR T 70 BE RUN IN SAVE TRENCH AS i - NIERCCNNECT CONDUIT. - 30 AMP RE--AT ISLE SHEET E•IIV N.E-KA, TYPE $R 2 POL HR E.SNGLE TOW CAB NET J BARE AVG No.t---- J �tv / I I ABANDON N PLACE EX6TNG 1'//== RIGID STEEL _w ARG N0.6 ' `ft , • II CONDUIT AND EASING 2 Of AVG 10 CONDUCTOR. GND1A-0 R00— ' _ ARG NO.tO CROUIq=_ TO LUMINAIRES EN 0. �1 rp 6�Ni 5-4 SERVICE WIRING DIAGRAM /_ .. \ EMO. REF, HES 50-211314T EXISTING EDGE OF PAVEVENT U. S. 191 FROM �t r STPP 50-2(25)82 FCUR CORNERS 1 FXSIIK EDN3TWLIO10N.EN,.T BOZEMAN - FOUR CORNERS -: EXISTING DR WjPDSED STREET LIGHTING . "EST COLLEGE STREET ..._. .. .._...................._ ....... �.. .... ... TO BOZEMAN U.S. 191 - WEST EDGE OF BOZEMAN Df810NE'O S E k B-!2iE -. -.- -.-- BOZEMAN - GALLATIN CYIAV(N B E IL B-1/-BA COUNTY IXSIWG OR PROPOSED R12 _ ... -------.••-....... _ ...-.... - CHECKED A.WL 91-86 — — — — — - REv6ED `x x— X H Y RLVISEO TINGIA6 CON%INot T 0/PERM,' Rf':ISFD STATE PROJECT 14U►6ER SHEET ND. NOTES: LONTANA STPP 50-212S)82 E-13 POLE SCHEDULE A_L SGNAL AS7 A ►+OKATIOAE TWO E DV THE E40 OF POLE OFFSET TYPE POLE FDJ40AT KIN SIGNAL LLMINA IRE LLMINA IRE LUM.NA ft£ 1� IF SGNAL NASi AAM SL,AEL -AVE TWO AL -9A S44ACONCT IL 17FN w0. TYPE LNE STAIrOh P.P.B R.M T to THE SCA'ALAt AD. (TEE NT R •R CDM POLE ND. [( POLE I BASE D.A.IF DEPTH MASTARM MAS�ARM HE IGHT TT PE S�L BE TAPED OF HE BOTH ENDS AAD SHALL NOT BE RA 1 1T 715 097 -A-9 00-7 U-S. 191 ]25.36 4 L1 ANCHOR 276 k T 6 45 _ 15 _ ]5 A_O.OR NPSY CCNDVCl(ItUNATEO S EITHER BE OF SLIF L IENIBLO LENGTH T• O SU CONDUCTORS StNLI BC OF SLFf KKN7 110%. 10 SUPPORT 2 6tT 695 1105 2-A-9D0.5 U.S. 191 325476 42 FIT ANCHOR 2'6' x 1'6' 35 _ 1� OK ADOITCNAL TRELVE MCM SIGNAL SECTIPI. ! GTT 1'S 09T 3 A-900-7 U.S- 191 '.2G�T2 46 FIT A TIC HJR 2 6' x T'6' t 45 16 35 4001 HF'SV O 4 G1T G95 9 2'A-900.8 U.S. 191 3?6+T3 A6 Ll MCHDR 3`0 x 9 o t 50 ALL SIGNAL TOLE AND PULL RDA tOCATUNS ARE PERMANENT CONSTRUCTION EASEMENT APPROAoMATE. FINK LOCATONS SHA:L BE 1V. DETERII[ED 11 THE MOJECT ENGREER. CONDUIT \ WRING SCHEDULE THE* AND CONTRA 4 RCSPONS ALE FOR IOCAT ttG V AND PRE VENT7V4G wG DAfMLE TO ANY UrOFI-POUND D t OF 2' SCHEDULE 80 PVC COWUIT ED 1 OF 2' SE-EDLA-E 60 PVC CONOQJ VACEITES PRIOR TO ANY EACAVATCTN. h 1 OF 12ARG14 SIGNAL CABLE 1 OF ARGIO CGMUCTOR (GROUND) - 1VPE I COVCRETE PULL BOX !1 1 OF ARG10 CONDUCTOR (GROUND) 2 OF ARGE CCNSJCTCR MIG•i71NG) 14 PLACES) 2 OF ARCS CONDUCTOR ILICHTtKI 3 OF ARG6 CCNDJCTCR (CONTROLLER) ` a 2 OF 2yy SCHEDULE BO PVC CONDUIT f I OF 2" SCHEDULE 80 PVC CCFP,^,UIT D 4 OF 12�LRGt4 SIGNAL CABLE D ! OF 12AOS14 SIGNAL CABLE t - 4 OF DETECTOR LOOP LEAD M CAB;F I OF AKIO CONDUCTOR (GROUND) 3 OF ARG6 ICNOLKTOR (� \ D t OF 2' SCHE3JLE EO PVC CONDUIT D t Of 2' S:HEDI-E 80 PVC CONDUIT / 2 OF DETECTOR LOOP LEAD IN CABLE t OF 12ARG14 SIGNAL CABLC O ,F }bi 2 OF DETECTOR LOOP LEAD N CABLE \ tttyyy 1 OF ARGIO ONDUC70R [GROUND) 2 Of ARGB CONDUCTOR IIIGHTING> O / A \\ 4 s pD1 OF 2' SCHEOLKE 80 PVC CONDUIT D I OF 2' SCHEDULE 80 PVC C04DUIT I OF 12AWGt4 SIGNAL CABLE 2 OF ti RG'4 S'G1Al. CABLE /L I OF AVOID CONDUCTOR (GROUND) 2 Of DETECTOR I_OP LEAD IN CABLE \ O 2 Of ARG8 CONOUCTOR tLIGHiINGI I Of MGto C04DUCTOR IGROUhO) \ 3 CF ARG6 CON'L#CTCR (CONTROLLER) 2 OF ADGa CONDUCTOR ILIGHT14) 17L12f0 YQf ❑ /// / SERYKE147tp-[L[t Af.pas - cDN,Ra I 1I 5 // 1 •. •V Kit" BASC rSS DA 14 ie l CNCJ,T VFMER AL LOCOS S"ALL {E C14TERED DO T.f LAW t CM1I.P{AAKSTWOSO ALP-2 PME, p101 C 510► {AR AROA LOOPS LIkT[MO OACA-SIAPT AT E FROMT S'CLI THRot K C�I [POUT {At M[f--- E{ •�/ �\ // tltP OF F-LMRLIAL S1t� loci[ ' PdS. SVTCN TYPICAL LOOP PIACE►1ENT s A t 'rfaTR If JO ALP RIt At O \ \ 170E Sa9- 4 POLt.s.w-t 114Ia W! G \ / I bF SCHEDULE A GI,4 SICNALyCAB0E0UlT (INTERCONNECT) L R t2" c \� /// GIs[ SEE SHEET E-14. Acf LIS{ Cj 1 2" G�rJurO ROD- TO LWMY[S / /' %'• 10 pR01w2 11A OF __ Atp 46.f=_ = EACH SKNAL P11E ALL TRAFFt SGALAL 1l0�CATpIS SNUL ft i I �/ // if/If - A Atp 40.10 IS11pUM)I 12-12-12 TRAFFIC SGMI WCAIND", LD / II ALl PCOESTRVAI$rkk PCCA104S SHALL in"+AAi1 TG 1RAr/t SIOLAL {E '46ND/LIMN' ►EKS'RLAA ICAuu -- / .n.a.. CONTROttIR CABINET 001CAT04S. S-3 SERVICE WIRING DIAGRAM SIGNAL INDICATIONS s� I O 1!, 9 TYPE 4A CONTROLLER L� g TYPE D' PEDESTAL LOOP DETECTORS O LOOP 40. IFARITOIrS PJM3FPR:OF OCp LLRYS T1°E OF LOOP LOOP COMCCTORS Y(y,�PMSf - 1 \ \ ` TYPE n CONCRETE PULL BOX • W r l 1 6 . { ) RCC i ANR t°Ar.rcA— A AA -r�-I — D1 - a g ,� )? 6 • { J REC I ANGN.AR icCUJ C (,.,�• 1! 6 A 6 ] REC%ANPLAAA S[ RECIAA.LtJJI { —gARrn— M \• C fir. ♦ LS { . { S REC IAA.1SLAR �` N• .f • • { l REC1W1iUl AR ll { a { T RECTAN6JLAR -Rye —iG MI 3 REC TAN Lrr. 04 ��- \�•, \ WLM 11=S.LJ W LS { • { RECIWGULM �Flltll _,,,.P,rc.- M t/1 � Lea 12'xl2'x12' CONCRETE PULL BOX o { 6 3 RECTA4WLAR 1' ll4 (TO BE INCLUDED AS PART OF THE o F ` 1 �P`` BID ITEM FOR DETECTOR LOOPS( �i� ---——————————- ► I I S 1 0 co-0 C,-o STPP 50-2(25)82 5_3 *k:S O BOZEMAN - FOUR CORNERS + 120/240V OVERHEAD SERVICE BY MONTANA POWER COMPANY E I r I STA. 325117 153' FIT. TRAFFIC SIGNAL INSTALLATION 40 AMP SERVICE ASSEMBLY y I PHOTO ELECTRIC CONTROL I U.S. 191 & WEST COLLEGE ST. L ' DEST()Nf0 SEK asJ4 ----� ( 30' CLASS 4 R000 POLE DRAWN s.EK. Ram I1 ASSE4A6LL`Y P of AIL ONRS SHEET E-3. f BOZEMAN - GALLATIN COUNTY CHECKED A.W.L Ill I-" f REVISED ————— — — I U STIAG R/R 0 30 SC4_L REVISED PHAHE = FHAHE { t• i 0 0 20 r0 REVIS STATE PROJECT NUWER SHEET NO. MONTANA STPP SO-2125)BI E-14 PULL BOX SCHEDULE' l�T PILL BOX STATION OFFSEI , 1 129+5O 49 RT. 2 S . A 3 G 4 .S +S^ 49 RT, 4H+ 49 R TYPE I CONCRETE PILL BOX A + 49 RT. O 0 ISEE PULL 501 SCHEDULE) O T 341450 • 357+00 1 49' RT. O i +. A9 y - O • THIS PLLL BOX SCHEDULE PERTANS 70 !� THS SHEET ONLY. tyj' SCNEDuLE 80 PYC CONDUIT ! 9AWG14 SIGNAL CABLE ty SCHEDULE 80 PVC CONDUIT ` X 1 SAK14 SIGNAL CABLE �% 1 /vo 0 © O TSE I CONCRETE Pull atx F T1PE I CONCRETE PULL BOX((SE PULL BOA XHEDU.EI i 10 BE NSIALLE0 WITH PR'JJECT j� NH SO-212SI87 �i i O r • :i✓ J ISLE I PULL BO CONCRETE HED 00) O ISLE PIR.I BOX SCHEDULE) B .r J NWT. S 4 II/ SCHEDULE $0 PYC CONDUIT 1 Ix SAWGIA SIGNAL CABLE /Y I�y VI,•�A Arb O i ENTRANCE TO / MA!I MAL L t I/OF 2AWWG�SIGNAL CABLEDUrt TYPE I CONCRLit PULL BOA O O I —� S i� b'•4 ISEE PUII BOX SCHEDULE) � S = a� 1 _ a m _ �•4 U TYPE I CONCRETE PULL BOX ISEE PULL BOA SCHEDULE) OOO A c*N. NOTES: '��• TYPE I C04CR[1E Rlll BOX THE TRAFFIC SIGNAL INTERCONNECT CABLE SHLALL BF RAN IN • ISEE PULL BW SCHE OLLE) OO A SEPARATE CONY IT V00 Of ANY OTHER CCND:CTORS OR CABLES. `9 PULL BOX TWEE t11 SNAIL BE A CO&WH PULL BOX USED FOR fl BOTH THE STREET LCtiIM CFKUIT AND THE SIGNAL N)CRCO%NECI CABLE. THE LIGHT►RD� CCIRCUIT ct7NDUR AND THE 54ML 1%t'�SCHEME 90 PVC CONDUIT IhTERCDNNECI CONDUIT SKUL 9E RAN IN THE SME TRENCH WHERE N !(EST COLLEGE STREET I OF 9AN614 S4ML CABLE POSSIBLE. ISEE SHEEI E-12) TO BOZEMAN THE CDVIMCTOR SWILL RUN 1HE SIGNAL NIERCONNECI CABLE STPP 50-2(25)82 FROM THE TYPE COLLEGE STREET. CABNEI M THE NMALL 110N BOZEMAN - FOUR CORNERS � U.S. 191, WEST GOLIFGE STREET, AND THE DAN MALL EN1RAI�E TYPE 4A CONTROL LCR 70 THE TYPE '4A' CONIAMIER CABNEI AT It* NTERSECTOV OF TYPE '0' PEDESIAL U.S. 191 )REST LAN), REST BABCOCK ANO 2:N0 AVENUE, ISEE SHEET 2.151 THS SHALL BE DONE IN CONJUNCTION ON PROJCCT NN SO-217542. ALL PULL BOX LOCATIONS ARE APPROI)1NWTE. f NK LOCATIONS SHALL BE DETERNINEO By IHE PROJECT ENGINEER. TRAFFIC SIGNAL INTERCONNECT IHE CONTRACTOR IS RESPONSIBLE fOR LOCAINO AND PREVEmING U.S. 191 - WEST EDGE OF BOZEMAN OEliIGNED tiE.K B-t►-BA OALAGE TO ANY UNDERGROUND FACLHTES PRIOR 10 ANY EXCAVATION. DMWN SEX 11-" BOZEMAN - GALLATIN COUNTY C7REL7I� A.W.L. li 1 REVISED RENBED SEA.E, 1* o ICO' .n RT:v15En �5� rm.m.o RthTF rm'� scn IO e -,. C7PP 40-9f95lE PI MONTANA DEPARTMENT OF TRANSPORTATION BRIDGE REHABILITATION PLANS & QUANTITIES FEDERAL AID PROJECT NO . F 50 - 2 ( 4 ) 70 P . E . STPP 50 - 2 ( 25 ) 82 CONST . BRIDGE OVER MIDDLE CREEK GALLATIN COUNTY U ` LIST OF DRAWINGS SHEET NO. DWG. NO. TITLE B2 15632 GENERAL LAYOUT AT STA.46+57.00 B3 15633 FOOTING PLAN B4 15634 BENT NO.] & NO.2 95 15635 BENT NO. I ORIENTATION B6 15635A MISCELLANEOUS DETAILS B7 15636 ERECTION PLAN B8 1563T PEDESTRIAN RAIL AND HANDRAIL DETAILS B9 15637A STANDARD DRILLED SHAFT - TYPE TIDI 810 SBR-TIO112-6-90) STANDARD BRIDGE RAIL - TYPE TIp1 BII B-1(9-9-87) STANDARD PRESTRESSED CONCRETE BEAM B12 SL-6 (1-8-90) Sl ANDARD SLAB, RAIL,& DIAPHRAGM DETAILS 313 3803 AS BUILT GENERAL LAYOUT (FOR REFERENCE) 814 3804 AS BUILT ABUTMENTS NO.t& NO.2 (FOR REFERENCE) B5 3805 AS BUILT SLAB AND GIRDER DETAILS (FOR REFERENCE) ESTIMATED BRIDGE PLAN OUANTITIES LENGTH 'STRUCT.EXC. SHORING CLASS B STRUCTURAL CLASS AD' CLASS "BD MOD. REINFORCING STEEL BRG.PILES HP 10 X 42 PRESTRESSED HAND RAIL PEDESTRIAN ANCHOR BRIDGE CONCRETE BR'DG DECK INSTALL STATE FURN. LOCATION IN FEET TYPE II AND CRIBS DECK REPAIR STEEL CONCRETE CONCRETE STEEL (LBS. ) HP 10 X 42 (L-IN.FT. ) STEEL TEST T(LIN.IF T.BEAM l_IN. FT. ) (LIN.FT ) PEACH)STS RAIL (LUMP SUM)REMOVAL SO- AY AT ENU TORS MEDIAN AIL (CU.YDS.) (LUMP SUM ;SO.YDS.) (LUMP SUM) (CU. YDS.) (CU. YOS.) PIL ES REG. EPDXY FURNISH DRIVE (LUMP SUM) QIN.FTJ LIN.FT.) - (EACH) S BENT NO.I 60.0 54.1 2.1 4399 505 126.0 119.0 0.5 _ -- HENT NO.2 70.0 54.1 2.I 4399 505 126.0 119.0 0._5 _ - uPERSTRUCTURE 1.0 - _ 183.0 123.0 116.6 8 123.0 1.0- 315.0 8 200 - - L0 31.7 1)938 - TOTAL 30.5 130.0 .0 5.7 1.0 10 .2 35.9 8T98 12948 252.0 238.0 1.0 183.0 123.0 u6.6 8 123.0 1.0 35.0 8 on�Mtic ro. �5EJ_C 10470.&?G -- � 1;e iro0 � • ■(pope. STPP SG-2 r25 192 c'2 NOTES l�edtxrran ro?_ O 7 apv.• 8 4 , 58-4 t /o'. STREAM DATA o f[m7 fbsf Spodng 1� ----¢Brq.AW.Na 2 rrOaydway ss * satins as r�1 nrt e P d Av s Ire n rQDw w age Of cerrs>>ro -f&q.ADW.ka [RIFT: LlgVI an me ffaro Props. -� -+ Q S0 6 f Bry_ra f B y V Tap d A,),Cf p SCOUR. - - - L'� Ltv£ tOA:F Srar�eaa nS20 e4 roo0/nq - EM.4T33.0 _ _ rf: _ LILY !NO"f2aYd U!S'attYJ DRAINAGE AR£Ar - -- 53- I sp. ov. p r ; £C!rtCAI,GNS� .Yasda �go�cvrm�a,l Sy M.qls.oys n�a rrrt Elmer.47 3 0 1' O - - Tar d 1 f}41 - - BASE FLOOD FLOwr 100 rR. J= 1081 ds. kwvV ",^qy Co svan Sraneord SAwif1coriwu ra Raw Rlprap Emv. { BASE FLOOD 57AGE, £kv. 4731.6 ape Wier ConsfriO4% 1987 Ed,>7on, and ovy amwwwts i ltlerda and 5poaw Prav;voms snore n ,a'vess a/,-cry. 'r I --Edge of 11W l t lad 47?9.0 - BASE FLOOD V Et OC fT r r 8.2 fps plot. Ltsrgn prawrod in accadmvom A.A.S.H. f ! Sp@cf(ioaffcrss 1989 Edhlarr, evb my awdfjwrs rrieo (Also .m M)ar wifc Data S,»xewy SAW) _ ■ f STRUCTURAL STEEL' Ali sruprra srea' vait or Rmswea 3t�i ♦ c - - or4 pofd (a on t1e r " Damfs as see rarfn in r/e 5lanadc II 1 10 i Rai1 w,ln S pkvf/*'& f stiffer f M'ei 1,• I I A� t I' pe exrka Hand Barr , qr+ 433 !as. Prase e r See Dwy.Na r563r, ?65 gas. Prose u r t: Alt rerrfacrrq Veer steel et Of fx _ foCY d r!01 Re," �, I I i I �5' oZO type end sACJr mW Ite repcvr~s d A.S.T.M. 4735 I.. _ -' - - _ _ I I A Sta.46fP.7,7 7 SDeriYicarion A6 r5, SraOe b0 CA.A.5.H.T.O. N !1 riot Aa7 Paer 3pJdnq I / N�Nmm Rage Cy rxa Srry�n rar 4 c-7 2-� ) _ I£- _ ?'-9 1 b - - - class d S7r �D Deslgn CAST ;n PLAC£ CONCRETE! Unrss3 alltirwi St at!Dfovef. c •PQ•t 8-4 ?5_U _ Curren 10 odvctie a, r_ . Pq Fever fpslJ FL'r.2lfas Ip,s:,' S:,DSJruOu. Cowe►e SW De Cross 'AD'artl v, SuLlYS ,d'It,Ye efre eV 'Sta. _ I 6 T-5% 4 - Darld car/_rer, mlpv De Cress "BO Wd7rre�f. r: 46t26. ` -- - -- - -Ar 3400 3000 �r I I 1 �'� ST ,r7, xCAyAT*k, 5rructua ffrovarrol for ere Awr'WKr 1 rv � I Crs and remare -- EArsffrq wlrgwor ftz place).save In oe). 3 39W r b Fae d ' "f3D Ikd/,Ja ' ctm sr10n be mV-1twed (ran 'OLfd gra.rbelne os it e.■rrs Defoe o I EAfsllnq Slab m I Tne Casrac4a S'WI remnt+e glpr cros'ru0rlan Oegr.'eS. Cw0_ flys 9ne fSa 1 potion d wlrpwdVl wNcn e,rems I - Alp.N4 '56361 -1_LI - - above lfk randrw, rrograde. fTYA 1 R.9 C'N MD ROU£kCE Or OPERAIQV5.- 7-1 j -- ---- f Snudurr See oec/a f�.a,sarS . I Cmsr.Joflw, -' �� rJ71 S For rA:�Orrat ofufl(,7res, see fnr 0Xr^.A'idt Hwe Fa Day Eby d Pedssr:'C^ RcYr 6ST I. es steer, r - -- - - -kign;rlr;r fanW and Hab Ref( sx Owy.k:.. 15617- �2• Brq. It 89-34'40" E 700' V.C. _. NI fEulsri 1' 1 - fPraj•ded ll(kf +0.880.1 _ QfN£.kSKM,5: in case drmensiOU ar r11e exrslnq V C,.n fsrr;or�Heasi 1 II Cot and remove - -- __ _ we par as spawn al rr m poem. ray cowty nm ro b c� Foci d 1 I fdsffry AoD m P.1. Sta.50f50 u;sfirq sfrkr.e Tne Cororoda slwr veryy sssera' r fatrrp rurD /r� + II tNm One (See I �� • fMv.4742,86 esrsOrq sfnK+ufe pNar re advfrq r4rorlas a DerL�r w a N o �, I Dwp Na 15636/ 1 -- - - -- Is D•gc,rn -- x I , er 0 Drtfw �; 1° A'005t PROFILE GRADE Faced 7 1011 fft) II (TyA t 8 lo0atfms) _ -- - - - - ha 5eve $r A Type "r Prewressee - f g• } I 4755 CsexrNe Beams - ( - hliZE: Bosh an7990 awrey !B..v. J f2nY cep - 65" rlgr► ofS1dlar 45t00,ElerdiOn 4133.18. AoOL N011c Re pod►ad peaYSfrA- Pod 8o s is typ(aY fair Darn sloes of (ruOma _-Tad tWprgo Era. -5� -T 1 4729.0 -- f Crass I RJprw w1m 'g '\ r F r� � - - Cary udlar aal0 7 p / 1 lop d W 7 I 7 rased Erb if ft1 1 End d IfIng --- --- - Calrre a Beems oi- o Sre-46+77.00 1 = $10.46#87.00 - I• al _ 1 I-- ITypAx A .)Va. I i ffyp AAA.ha 2) - -_--- - - t T l TIC Irmo I .-r - Y-5 - --I it iroa �`� ,' � _ -� I I -�RP 10 s4? Stool 1 u/srrrp Dares esi9f;ftg Donit - `* I 1 Bealnq P✓'es fTYA J- \, PLAN J.I_ vlEw -B f Brq•AAA.na / 30-6 rnalmlra OlsfrrrecrJ 8 _ Sta.46t41.75 scvk Ffm C.r.e f Re y'. - f Brg.A-W.ha 2 Yj' £raw 47 39.26 Sta.46 t72.25 Ffa Gf.4 f �y CA=I R/prop Witt T JO 1 &ldpe Raft Type 1' Prearessed 0".4739.53 raebrudfar Fetr/0 !Typo: 1 P WIOO RaH Coxrere Berns- F1Nsfed Grade MONTANA DEPARTMENT -�---n� Q f "a1 0� - OF TRANSPORTATION 4740 a�-40' Rf.Prrflfe BRIDGE OVER MIDDLE CREEK _J�tt slave I I 1 1' Sfgcr_ J� rcp err Riprap Erov.4753.0 (Typo 1-4- _ Flf 4.W.Ehlv. fix x-_-`} - L?-6 AT STA. 46+5T.00 47 lr -'��- t N 46' L1.Prdlta =�T £kv.4733.08 top 1ox42 sler - FEDERAL AID PROJECT N0. STPP 50-2(25)82 £Mr.4732.55 ' - , S- Nate = Bing PfkS flyp J- "afr Ern. i' Elm 4725.45 CasraC70, may AIWI. ere HPS IOA42 J � ac.,y�o fi22i9n LR.I. GALLATIN COUNTY Class I Rfprq; wren 4729.4 Cl/W N Banaw - Sree' Plies fo• HP 10a42 Sred Pf1vs Carslrudal fcwlc f81 r779/ Ern.4729.6 112?'9c' i.R.T. GENERAL LAYOUT 4' :J (sae Sealan A-A J1ds srasJ E1n.4725. 18 -ffPICA42 S1ea &wlAg SECTION A-A �c�0 11/16193 T.L.B. Pbw rTyp J -•wco 811194 w.S.F. Save %a' , 'F.eges as nrsod) ELEVATION sm.- - � ( ° .6•169° -'- mvmo rG47GL.Bf+G ortAwu+G 0e0. ,563? rwP•10 f Care Log Np J-71-90 i ::xe _ 1'a 3 70 90 • wwt. ;F'P 5G 7'75.Lz 3 T9'Ar, L F•.aby,Ste.46r82.98 t8,4'Lt. f PTW Sro.46r28.23 Eft.4738.7I __ ran.�739. 3! : -- - - - - P1+YltY£hT NOTE S Gf_ka - MedhAW d aro !0 ray CeW r dash brawn Sandy Srny Gra+o - - - t..aavFl 'nose /o vey loose.Car• to 5!dle or forrom,T.1?N Mial of !anlor�'Nar a frre x.I:rs 3/2/6 Gram Sandy ST;.y Grord vjow,� on the fod"v Pam 1. 3/1/1 ?d .. .....0 G.W. Tre Wles Gf norm's shwa on me tog d' Brings irdrLzes t r 11122129 P5.6_---..p 47046. 3 r 6 28-901 tr< W of ttows yer C W76,4 Ton (r each n.roc d r.x W-t• s w' 41125137 6-29-901 GN d c 2' -,wVe fLt�e wrecr Wos drrte+ rn, acca•Carre W;m :ec • 32/50/50 t I, T $$.4&Q!G G.RAV F1 - Very aM3e S/arrrC/e Pane fa'ia/t Ter mace W,7,q o 7 4y,7 !are saner vS�.'rg B0 - SANQ & CRAYEL - Very d*w 1724L ' Satd ord Grovel wr7m Ba;drs a !e0 poana ranrna Wv",Ig d 30" drga Tne WO 50 t0.4 r Sor+C ask Grand wrlR BoLtdrs - 3214 t/32 roe sarV r luDe is W;Cared an r!le Care L 095 am eocr s+n-;es it 6" psrtlran'an was ra oa'ieved in 50 craws. 33/78/22 TNe Stan of Atardro,DWYMed Or Tronsaa aior.does nv 0--. —5pr0.P! RG AV EL - Vey daim Im to red 54-dy GAAV - Vey Cara Tarr ra red sovy 70- �7/SO r0,e l 5'1Ny Grave WNn BaWdrs ?5/50/50 r t.e J Silty Or" wrrn Boaters Qm resoany'Sr:y (r ary rarice;m or ndsrrvepdarran d !:�e d aWr,Ws, otd ocfjvvl mrr rn ad pr.-m W. da l nor De ce - �rxxror;as fans do nor agree wNn nce snavn ;n T,b Loy' of ?O�.CC 50r0.3! -- 49150r0,61 fOUNDATrON PILES: for Adding prpoW arry, 04 tenglms 60- Tave Dw c-Wmcred es mown on Ile draWr:gs. rSee LOG OF BORINGS specim' Provnrars. l 0 ro%" Rao Laec';nG f Brq.ADL mG I n a ! - ae.+• Amr mer 0W o y SIC. 4!.15 --€ Srg,AdAmrr Na 2 ` WEB b ftA'GE WRI. STo,46►72.25 - - �5• 1 El — T 0 To/e"Raw 4je,*rN H 30 Npp GbM roar of wed A'yrina�',ng, SL�en. T Passes I �'T rya rNCA. 1 esy m). Stew diAo:nq r A'r-Nc VOLVng -A w Fort%" nick fAmAJ 0- Ware wwaing rMs srae. H _ PILE EXTENSION AFTER DRIVING a HPI002 or MPSICA42 rA'xVeri�J Slew Brq.P1res r TyA J n ^ posses rAeoAJ to/•••ROw La'wng \ i NEB 8 FLANGE DETAIL Core Log No.3-7I-90--- ` v Roar Pass r/.^m+a rvo./ W. 3` I I JO 0 E ro £ EdS11%-Bar I I 3. I I £Aisrrmp Bar No.? I -:"gan ray ff .d' t",q irtlrrq, f EArsring Bar Na 1-- III a I I I = crixi,gr 0, c:r c-c III L teu'e wwd,,c rns skin Arlyrmrr Tegar f Brg. N 89.34'40' E ii 4dwy.I PILE EXTENSION BEFORE DRIVING rProjeoW Llne! (pPe mvst be rddea so t,"o-o wed'.q 1s d";n a rid a0w71ov. I I II'If fsrnAdwe PERMISSIBLE WELDED SPLICE DETAILS I I jl'I I FOR HP IO X 42 OR HIPS 10 X 42 STEEL PILE IIII No scm'e aClLE: Orly £70I8 or E7028 3eres dedroa'ns y,ai be I I I III usad. AWIftYR wectrode sire stw! De j,a'. SLr(ooes I I I I 10 De Warded &Wl De smarq VVTOrm and fret ffCM (Irrs, --cols, looft same, stag, rusT, yretse, .md9LYe or WW .marrlat tray wand pretrr poor wedirq. Cre aaqq No.3i-70-90 NOTE: Drmmslana slam are i ►+ -- H \ \ tArakW (r Oat N oDL4meKs. C1 ,I \y — — MONTANA DEPARTMENT ALL - OF TRANSPORTATION 30' NPr0AI2 Sleet I ' Brg.Tea PNe H H N BRIDGE OVER MIDDLE CREEK 6 AT STA. 46+57.00 b N a H `t I FEDERAL AID PROJECT NO. STPP 50-2(25)82 I_ GALLATIN COUNTY C r/22/90 t.R_T. wr. ;iA/90 L.R.T.- 1 FOOTING PLAN t �y,x E:'9/9e 0.J.R. .r FOOTING PLAN Scale - % G (EActy as Noted) N�I�fO wart�aC DRAWING P.O. iF t S e �f. STPP 50 ZfZS,tlZ � 1 _ - D 35-0 E r, _ 5 ° - - - � Fati: d Rcrt --ter-- —- Farr Of two Prdrarmed EaA:t.Frlta ark CavVirn.+r,Y A'eepae wdfwsfW,See deWl Lk*1-ha 15635A i\ FxisJlrq wi»ywar ^ L jJ \ lea«e be low low foodwcy 2 dye s d /aaawer - ? t. < r LL \ < anpprode in praoe 1 f TYp �+ 1 P ✓ -L 3 x 3 a �fr"a 96 0 Guard Anp'e\ .'' Yre/amed fxp.wwean Fdoe d Pd to Face d Rat rdQe d exrAi'�I F-f- finer nrween sMrs rT ya. :t. %'Prdarow EApa ;3n (See Udcr U ho 1%55A i \ \ Rookwcw and AtxAr+r+r W�" / / ldnf T1Aer Derween ao�ctroa4 e'4. \ \ _Exralrng llaop fAtd Ork wltp (TyA 1 \ ♦ I-o Fflld I 6,paf,"vN" \ -- ----- - - ------ - -fi -- ----- ---- ---- � -- - - --- / -i r E Br c. \ Canal. J f. 1 ! I �I rf of __-- _- _ _ _ _ _ - F= - _ - -�1 I� -� ---- -11 I- _il I�-- _ _ I . 7 5 r----- -- - - - �I ; -- Gtorkwr d,;edy a r,r £ ' sam orrl eor wnn Fieum II II t II f aisUng RrQ. II Carat. J f. t 3"FAid- srere M keeG freed xnc�efe r°�z Hdm' t xzns,'cr f Hearn Beam t 3'FJief I II I II II t l 11 €t3etilc 2%z'� -2'fa r 2-_Z + L aA See do,,, - - - I - 7wq ,va J563�A r _ a- Edge d akf5ring N.F.aVn w►- 4 5 -- 8 - --4 - -_ -? 8-8 -� 2 t 3- * �J Z)� o I 4-4 + ��-__r 9 f .4— 6 7 5 - E 1 4 , 2= .�..—&� �' i3 E,a.4775.94 � "— 'r` s,goe F1r,.+7 35.83 Ka - fla.473 slwe� rer.4735.8.3 S!c PL AN Flr�Crane o C Srruaurf _ -. Sfrurlure YYMWf'Iool' a,(ra,r 4 exogw ^r 5 srdewr!a _, C C 5-I1r S1dMafA Twr,wary eorxrde rw"an a C ,Rd*y.- f)er.4739.t;3 ra frarfk oaxrw as oesfQrorea -- �^ TI-__- ra,;. Sae C*wfrudian PW Lam•` Rwt?F-#4 ,rirrufo6 A dpai! Arg.N4 f5636- - _ rPrcte 1 RCwlr.- See' Spx1W P•a;.s%anf lfT�rp ! ,� 8e,.p� Rost Frocst r AM. r-0 Vr6. rTyp. 1 J I lZ 0 17 0 to ndrn RPwy. F n. 9h2-u5ir.F. : Consr �/. g-0 _ - -- - 9N5-» 9A Qrode r. Era.47 38.95 6f812E tF4 Loy /-.E+n' 2-2 nra tap i Cow at. /� !,1 c exn SNnuf RYi ( as«a rryp Bw3-04 rh.F. Bw f 3E-u4 - • .,►��i�i►1 •� 8Y15- fh blYl a4 .F. 1 N (h.F. i � EdsNng C*W'Jf. _ I BW4-a4 - BfY6-84 rN.F. I- - I i I F -- 1.�! I ---- --- -----L - -- --- --- ---� I �� ---r - t r rN.F. r -- -�- / / I I --E7wF--+e4!h.F. 1� A7-w AI-ae5 Y 'aw Dw¢!E.f. ! - 6N10-x5 oa+as fF.F. 1 I as sgYown —T --r W i Darsf C171y'1- A3-¢4 7raizarlra Daraff.F. 1 I I J col V j - and-R4 Horizo l dt 0ar1 (h.F. A2_y4 dowers. UrfN and A7-04 fop with A2 oMes o mtnfmuw d I-4 epoxy praut J 0 iMa % % - existinm ON.F. and F.F. 1 f See I - I - i -T1--" Tie Dais $I ♦ TYA Spa.as mown ( / rn rn I r I I I I A w) fie►.47?5.45 I I I I I ..1 4725.45 26--At-rf5 8 aOaA /-0 C/ra fN.F. 4'Cr. [ nP 10 a 4P of --- ----- -- --_ - --- -- - L y - -- HPS 10a42 24-A f-te5 a cORd !-0 Crr$ tF.F. / I I .\.1 gad b w-fq Ale (Typ. 1 - - --- - 21-3 2 L-� 24-11 - - 24-11 �.,--� �.. t' eOTE; Tne m'lowed varidi*, In direst*, d me pDea 1Adf De MONTANA DEPARTMENT %4"W raw of pule Tne afkwed varwor, in frarurerse a ELEVATION AgarF: HaNmuwo Pfht PresrmerU.t. t t.C.= 52.5 Tons/PTre _ OF TRANSPORTATION tagttudlnc' foWI&? of fne top d trno piles aft1 be 3% iris fbire Ao.? Wvori atbfd on line fstlmdedtwlgrn to.0• BM 10 R5 da+m my OC?a SW? $ugly oosqude /etldafes or CfW ,leans to Idd Dfcewaf,' Ile pfte weWil Hose Torera ms. Varfarl*, In p(te dlr.Wl*, Or r Berr Na r 5,mnar 1 f See U!rg.ha 156 35) BRIDGE OVER MIDDLE CREEK mcara, In excess d Trrse taeranaes 6fW! crosrtt We cause /a 9AP-85 rwlaadfar Wiao os dere-ne!ned %<WsrrY ty /fe £ngfneer. Any raneata N4TCj B oaf*, SV, De oaoeK .'_q�' ar nD oddblma' OW ra Beam "at areas snout a !f . T level to rx AT STA. 46+57. 00 � rrA (kpa,•tana'y. +►Prone 6W7 and QW8�tr4 s pia akvar7au swan an Ws .srger The aeo peneam q `I - For drrf d r?arrr,-r9nQ st6e• Ya Uwp..aa J 56 35A to sating vregressed DOOR' amm avers to be tWt a r"'y nape° os red`'`rrad' FEDERAL AID PROJECT NO. STPP 5 0-2 12 5 18 2 4, txfr! avre spay grad RN ro aavds bOTfr N.F. dames Near Floe ( A L L A T IN COUNT Y #or, peon dry loafs a sifted cvncrde d s"f4Kfw@ c0Wrur*1*, 1-4 (rlra eaisn'fq 4WIM V.and BM7 frt F,F. dwKY85 flit Foot )� ro.nf. Tnaaq+Yy cwY e■posw canarere sxrraae w,rA a, gopr!rad goxY BWO-04 1-0 ln'a eVSVIV Dan,.wa'1. C-26-91 Of.F. pM�wnu h.F.Eai5tfrro ADutmwf iesn DarQirq oW (ASTS CUR I) immedlatsy aria ro pro erwr d ACIE: stop and own rdrlradng 9en am+;red rar t D.N.C. BENT NO. 1 & NO. 2 h,F.Mew A t,w,rYx -- tN7-a4 dMd rrw arrKrale Cost to u !fckoae fn tto ad prae far Gass AD'Cwxfcfe. jor.ry. Fa ddof.,s see Srorvwd UAr.p� ,v o. ti r and Erecfi*, Pi an Dwq.Ao, r563E �ar.zo r r2 94 U.a. SECTION F-F ARTf: Fa s«r,cn A-aB-B,c-c.o-o ork c-c -� �� J -° derm7s sec ,)Wg.tor. 15F35A ! ` - r_r wa sco,e - /, hUTif Fur Sec'rm f F see Uwq.Na 15635. 104182.RRC STATE r,n-rn sce� c • amour• 57PP 50-21251tl2 BS 78.0 Fa.'e of Pal 10 F— Of Fct' 510ft- w 1 Ol 57vaure reVtWIiJTC{'ian +� - __. -- 'I -ltlar# Rarl L are syWnWrfce+ aft# EStrL<fure - J9 0 - _ Pelee mails 1wq- fla )5637) i E Bev s C S:!ruaure Fi&Grade 0 C_Strut- EPW.44739.26 6eve r409 paar N 17-0 _ �-17 _ mar!a R&Y.crown Remove e�;sr'rq caui0rt - - A� Erev,473d.68 F'Ar,:w 1! aeoq sa credim gran Dwq..Am 15636 -Caul.i�- I f 1'p` 1 SAI S(1Ncor 'i, Gr Etl3filp COK7de Pe'Jt [See Spenw Prala"n� EAlsrrnq 0sa't' a overlay. Arq. 6-7, 4-4 _Iv.. I g� - - Ekv.47J5.67, SRgae 4735.56w S)g0e `- Efev.4T3I .4I 3 i I I I I I I � 1 i I •See averlay Dk%,. I • it i ,j� I t7a-x aver aaloy_�_ £Arsn'np Oeu SECTION C-C r i f I- I I No Scam t I I I y i r gin.4725. 16 II I 4. . I I I I HP t0 x 42 or I t1 I I I HPS 10 A42 t r"Saw Cur ro renore -s-� h-4%" Sro• •al ' Bnp Nardl end d .von P"o f Tyµ l L— cmerde and guard angle WIM pavlrp r ocI of new structure i , S Meer ChcrW (See - --- - 3-2 dd Ws s _ 6-, Mc() o.VeA-00 oN eelsoo quarC -8-$- -- - _ - �d - - - -- = - to made room for 24 - new L 3'x 5'. ' onple tE: Mar;mcAA Prre rlresswa0.1. t L. 52,5 Tans/Pine BENT NO. 1 E9r/naw Rw WV?Y 1d.0' rsnown oo v ar /fne) SECTION E-E MOTF= £u9Pop dual! 10 De rampW in emlwr►Ion wrin dos' 1. 0" scarrroorfm. Paymar fa removIev ascralr all del srorf Acean Is syn•rMrrc TNs sec*a, 5T" 4 4 0 4 6" 4 a 4 5 0 5" Inlay Wcwess sna) De lrx*Po d In Me um'1 aIa dd fa 'Br;epe Gou OWAW - TNce. ' *- aDaO ('Strudure Pgse f (Sae Spend Praisims. NOTE Ranore ovp' loMe ar scaled calxrd sue aP SYLKYwe cm9ruCtial Cmsr.JT. New STruG ure Jdrr. TAcroWly ciW cAmied C*Wdfe surfMe W,rq CA WOOraed epary rr tiC redit Dmdiog ogrs (ASTY C88t) rmma OO)f prrar N FlQc ^1 d new P , ,. 1 caKrde. Coo to Dc rndudod In ft7e W prrCe fur Class • ADr Cmcrdes 80T£t For Sealm A A see Dw7.Im 15635A. 6-Exlel/y, s)ab afro I I I NQTE+ Fa ry" an M d D rcrVarCST"I soe Arq.he 15634 aM 15635A.. �/ �omdwaai 1s scorI"Yied FRroirp STruM" MONTANA DEPARTMENT OVERLAY DIAGRAM OF TRANSPORTATION BRIDGE OVER MIDDLE CREEK AT STA. 46+57. 00 FEDERAL AID PROJECT NO. STPP 50-2125182 GALLATIN COUNTY o ww,6e 6-?E-9 r 6.L.Al, a•r• d 4 9t w.:- BENT NO. I ORIENTATION DETAIL c«ea•ro 7- 12-94 D.J.R. 1' -0' Irf�lY0 w.nvc pgawl..c NO. l563S 1047BEoT.RRG rg qlp STALE rm_mt ic[-16 - -- mr w POW.14 f Brq. Bly • 11q�t. STPP 50-2r2516Z rib G R r K BARS F BILL OF REINFORCING STEEL rFa aye Bar ary: G I NMI She Na C erI y , _� read aw r Per Na <'-'_ trenf x0. !-F'+' •'J8.t& Bsa H0. r-Elev.4738.55 ant 1 l5-5_; /1�A C�A J2;2 A I A Beer Na 14W.4738.55 p.� ro-. rr 4'�5' o f3yt xo.2-£vc+. +'f8 BeK na 2�Eh+.4739.08 an3 8 ►2-5 a P 8 A Bert It P-E tv.4739.08 1 _ 1 an4 i2-4 11 1 1-4 TYPE i � irm j �I Erf f-_ T F T�P� AM15-.66 U-barb - — 6 ?-awf-46- a a/ 9-3 I STRACK BARS I B£xr 8AR5 rave divivisons are ar to a^. J o - ; • 8-? dwe Slze .4a teuyfn mare Sr-x No. Ty L rr A PFc II { 7-1 @_N 1 E ' 11'S 4 3 r' S' 12£ �r 44 Z E' -4" 7_•9' r'-0" " C' 10 6-0 !Bw? 6 12 11 13£ 4 2 _ r B 4 �2 9 1 0 0 5 a -AN3�K6 5-0 Bw3 4 4 2-4 14F 4 47 5 '4-0 '1 } Q, i 111 l 1 1 1 lent? 3-f r BW4 4 2 P 2 AWJ4 6 4 6 M-8 1-to 12-10 )-0 - Berer Na r-Fkv.g3P.55 I I _ pert Na r-Efer.47 s an13 6 4 2=10 Bw5 8 7-4 AwrS r2 4 11-8 5-5 0 to S 0'' Bat No.2-£ler.4 i�.06 gN6 4 T-0 AW16 2 f 13- 10 5 8 1 0 5 Harr Na 2-,Fkv.47 J3. f� A/ 5 100 9 IO Bw7 - I a 4 0 Aw17 15-4 7-5 1 61 1 ,1: 6_ is2 4 4� 2 9 BN8 16 r0 7-2 J-O 4 2P 22-7 BW9 6 6 4-0 I AN19 J8 2 7 f 3_1 II w Bwto 5 _ 6 3 2 AN20 19 8 8-7 - I _ a5 4 2? 24 7 BN/1E b 2 33 B AW2r 2r-? 9 4 2-Aw4-■6I I AN22 22-0 10-1 2-AW5-N6- z-an'r4-e6 �II _ 2-Aw6-1e6 AW23 24 2 l0-f0 P-AW7-p6 2'/p'C6- _� ( 'I 001 1.0 r2 2 -6' AN24 P5-6 11-6 2-AH8 tr6 1 AW25 27-0 12-3 2--06 Byt N0. r-£ver.4/cy. 'e Bwv Na 2-Do:47?5•45 Aw76 6 2 / 28-6 13.0 2-A*10-06- -Bert Na I-Elo,4725. f8 T 1 4 36 7 2-8 2 2 0-6 2-AW 11-41M- f =a 2-flee.4725.45 f QBry - 2-AW 12--06- F 6� 11 A7 rH 114 ._3 T' 9 !' 6" 4'-Sr 1' 6 2-AW 13-fr6 G I f Fig. AW 16 Hry Aw26-/6 Hoff 'cf.(I yµ 1 NOT : Trc .S[I '£' awoes _�paAy-ct?area reoYcirdnq srem- a ot101.1 11-0 Ctrs. 1-01 0 r OTr �' s Or-I' ,A S.m o) Bons awl x AST# A 36 SM9. 2 -2-0_ ACTION D-D SECTION C-C f 'tie a'r raw fTypicvl Ring AdrfarcenC't) L 3"x r x %'x 90-0 a ! 0 cfrs. 1 (Nord) Fiomdwoy Crown) Y DriN %&'A ewes a 'wimgus Neap om w4wsrtn C1 r-0 des %4"� na^s C f La q. ca�a ra OON1nq ro ra.ns. BW r4r_104 ',4 I l Y2 / Frx Foos L-airs rc twcr. 8W it-05 of BatllwaN rep!mplead;nm 2'x j(e'it 9' Aran � 1 'Nln.`r s+aD burs y - - U - r. '/i A wide - Bars I 1-0 ady,aote Ctrs. 1 " ') EAµ P. r4* _ r91 rep'd ar E,w B►srl _ _= AW r-+d6 BYY2-N S b 1 �- L d45� 4 HCr£ we'erstao 1s ro a nerd 0 se ups - -AW2-aa6 - " �-04 NOTE.. Guard ages aM anC�'lo• aces sna'. De A.S. I.4. ••_;J... /_ accurate PWIian wfpte 1 �', A36 Bred bad amrted. be zinc crr~f -'carkYde i3 arced xb Ha9ra ?AWl--7r6 Bw6—X4 -A3�-if4 !F.F. 1 pOi.M IS permhtod. WATERSTOP DETAIL -AN4-XC Hvlzardf bars GUARD ANGLE DE �AwS-r6 TAIL spxw as smnwn1-4 Scar• - 3 T-0' :AW -orb /j" A 1-4K5 re'ticd bars Saa'e - 3=1' -0" 2 C1. ' AW7-*6 fT ,l -• NOTE: Guard argle may x furrts.'red in four �Aw8-- A5-W rN.F. 1 Na 30 qa.mare - pfam wlrre and CAM bars 6' nlaxlmarm ff- AW9-46 Hw/rard a r$ - T 1-94 Tie :ors 1%"1.D. Ia r"p C1ax erM A �yjry rrom eocn e'fd. 1n wrocn mse ffe adores _ SAW 10-IRS Space4 as s✓>o►n' s)rrodh Are xrdewWls Poperga aWl oe fled wMCed tayedner. Reuss anp'e Spa.as srawn _-AW(f 7r6 po heroes frrosnod re is avid hb'd d arc epee m e Derofl - NO7f° EApawcn JWfo fv)!er 10 be Searery AW 1?-F6 ! pasltlm ware calnde !s bet rig posed. 6 (wiled ro aasxde wd 110d in omra'e 1 ,S a sneer- mrnq Nab) ax13-a6 T F � rerray P - ,,,� paNllan wltk pladtng mxrera -� SIP wire darN stop = AN 14-_#6 I I —T �-- - lIIONTANA DEPARTMENT / %4' x 3 Prd[rned DI-I•Af722P6 SmIll4. _9v OF TRANSPORTATION Exµ Jf.Flrkr bewar srx!es _ 1-3 -' 2r v I See Wafasrap Dda's I ' --E HPIOA42 Star �J r_ BRIDGE OVER MIDDLE CREEK Pr ressed ms area -G SECTION G r2_!0o arq. mica METAL EXPANSION CAP DETAIL Al STA. 46+57. 00 Htcsrt 2 Layers Tarpar!ar -~ °�. SECTION A- A FEDERAL AID PROJECT NO. STPP 50-2 (25 )82 -i ----._.-D1 -1'D A 7 -6" smaXh acv w.nn wild 1-6 utenWoo Cw0.feared I' s GAL L AT IN COUNTY Irto CW. (See Nerd £xpansfan CCto wnaan 6-26-9 f p.C.N. Deval( - rNs sneer)f T yµ ) D.MVw 8-9-91 ;i.w.c. MISCELLANEOUS DETAIL SECTION B-B 7- r3-94 .0. .R. NQT£: Tee coa or rurn'stkq orIo poonq Expaulan Jam FI(W. Sawa - As rrXat Tarpaper, wargI arid NAav EAyaw aft Cape ro be kWWee in fre cv11' pace 0;d rev Class 'AO' Cwxxem wv,rn DRAWING NO. 15635R K�IeGD 1047BEHT.FAW. rEe uG S•ATE w�oj v N[•�4 [. TOW" /P1117se I! cg7 adc ew.,dn fall p. 0 STPP 50-2f25182 87 Caa.De '5md(# Prows►n! .I BMX Np 1-- - hL sforn', 6 _ k 6ri.0 He• N0.2 1 ry y.a 9eY N.i. 1 E ,z•y. 91 N.=! Na c 'iT �siat 'Jars el c59'�✓ 6�j'Ctr c, 7:%Z '1 F B;r-O BtYir 4'0.? o 0I � r�' acy ha r S Ltrq.a 8ont ha z f fJrq.a Sant Na 1 � TYPO" r It _ r 1 J V — Q u) (7 „ _ � � Y, � r � r Prose f ; - u-, a p p w 1 truOfarr �' o - — _ r J Cam Cow J r ' 4 `rt:Cmst.Jccn5f, r. d kS"Leve F m 5 �t g g 30 0 Er'stilV-2r;ctv'e 0 I J $h(} �4 I1 _ f Rrsri ` �^4 4 `I { p t V: J j rr1 SrruO:. c 3 � {5lrudure I o � � a Strudinre a �� _ - .,yp, , b o CL N o C Smartt ve' 90 o 36-fG7f-k5 Trwtsvwse err j - - 5• stun Dars a awaa+t )0"errs. 5' a a Cans/.J t. o L Corse. !- of T -k r fop a'v'y 1 I «� I 1 1 $ K'orrst.Jf. II r Pnsse f ' �j el of f __� �_ J. ..yQ + o u, t C:rtstrudfa^ a ; l - a WE: 100 0 Teflslo'cry ZFVWOVe median role tPWW I C"(,udiw Type I o o �I 8wm see Soda' Provis wif 1. - t ' r' O I f 1 A - 30-6 Cons rud/an aaclis 1-1 1 5yrtrn anbur a�'s rrrR ERECTION PLAN ;Erg-a ve► Na = - f&g.o Henr Na 2 CONSTRUCTION PLAN CONSTRUCTION PLAN Wnse r area Piss 11 PFIASE ur LAB REINFORCING STEEL PLAN _ BILL OF REINFORCING STEEL STRASI2E B i ham' YAflsfARS IE N0.TLENGTH Paks/(lan Ho4i gee A PHASE 1 defels Owq.ha. 15637- $ B e.. R. '2 2 !9-0 � ��8- +06200E-ks Tqp SJGOE-94 Fianam fa+�7udrrrl Arrd over +s rw v e- 7p t r 1 bars vow as srpwa %and or aarcrde 17 0 PHASE 1 klVN,dinof ba•s Is scrr+ried saw cur 15200E-k4 --New aereoy (Nlh DwISPY cr Laves sTE-R5 u i3asspdbw a 40ml 6 %y' deep rw if P>VtudlnLv WS a - C AWIVed• See ar Praislansp e-6 Cfrd.- 1'Cf.prlo i Typ.a aacn last! __ ooncrde rsTweV. - _ >n as1 1 ad. 1-6 ctrs. tTypa t - 5107E-k5 Tronf.ersr BENT BARS IAn 0✓eanelarte ors a✓ b d/1 CIW40 Nara Bertl raj past 1 tip e bcs a JG'ars rl� amyl YARX 512E N0 �TYPE e 5a4 r to I i $ �, r3% rayq� H r-- C'msl.Jr. PS300E f Lam cn Rawy. 0,-�_ - .p0 30- l0 `I STE 06 16o- r a' z-o' 1.__. - •-�J -�" 78 30-10 530 1E-R4 - F�mlrq sroo - S�pae sruaure r +halrpo ~ 5301E 6 3C /O 'CMe/p-- Spa.as stawn !ransverse stew rtoev onod E £dame PMiISE 11 7«_ 2 6 -_ -E.rsirq have 1n p'oca symmy L-S 102E-N5 Transvcx , new srad 1S rudive NOT E, Sd�Ix F�" a Wv"-coo► 5107E 5 36 33-8 drip QroCov�e/nuaus bursa ~ 6/p Crrs.fbow) 5103Ers. a coutrudfcro reef !0 /qC w1M 7 spa.a 6/Z"Ctrs. p'a`nr ng 9%-Chs.- 5r01E-11 Travaverse I - fTyp.ba/h sldesl 7 Spates a a0w? bars a awo 64"Ctrs.rfgol uC f f>ldlnq 5200E 23 30- 10 0 Hbnave eRlstitlq Caacrde Shuerxe - 5300£-kr' 6%a' S._ - !0� 6 Type ' r" Bwm _- 5s ad avn a M flew f I ypel" L• Boom__ rym " /' Bea*+_ too tw att stag l _ - MONT AN A DEPARTMENT 32 r7-0 d 8 _ - - OF TRANSPORTATION - 8-8 8-8 [ £alsrfr� CAW,, reef MOLE Far adddlaia' stab defatls m TYPICAL TRANSVERSE SLAB SECTION Sid.Dog.N0. SL-6. BRIDGE OVER MIDDLE CREEK 0 Yarns a 1Grn Pdels See Scam fi' = T '0' Dead Loud Delettlan Tale INS sRM NQMI far Sscflm C C see 00g.Xa 15635. AT STA. 46+57. 00 erYu = 1.3 FD.L. # 5/3 Q.L. ♦ UJ NQ T£i PnaNe r mw snore be rldst+a BEAM DESIGN STRESS elate flee nvrr.n homy slrovo ar searoin r Nn I s'W1 W MAD LOAD D EFL ECT AN T ABL£ - - to d ftoure dwored or Ire FEDERAL AID PROJECT NO. S T P P 5 0-2 (2 5 )8 2 prewar t,'nn ar 0" !o Yu/jr mwe 2 : 0.9. 1 men Foie Hearty Spa 0. 1 0.2 0. 3_1 0.4 0.5 £ng/nw to ~e o good Don4 span )spun rf Brg. to f arg. 1 a 8 8 Beam Spa, 30 6 oy Ito overlay. (;AI L /4TIN COUNTY Benin Q l.51resses r p s I. a .5 p. p' Ff 272 [VOTE: Preshesse0 Canada Esmm sAaf oe raLrloared In otta•dor" 30' -6- .Spot 8 8 %.i" /i' % ifs" fie' neauaa 7-26-91 8.i.N. - — Fn -222 w/rn Sf~O Owq. o.P- I escw as moelTred nn WL ar.. 8 2^-s r D.w.c. ERECTION PLAN Y idmin r c (cawessrve srrovit a covrde a ?8 Lbys) MOTE Fo add/tfpp! also ddalJs sew Fr f227 ray daVgn arcVr be 6000 pal.Dwm'96 etressW w10%0 prestress srarWard arawlrtq No. SL-6. 7- 13-'Je D.J.R. extgY as rrdeo roe D.L. t 1.L. Design $Ire:SX5 fa S.I. ) Fo - f9 r7 are In love shown an Ws snag. Scae: T G O 5 b Faoaad AfaeoeX • Sze/an fF/. x+rs1 Ne, 835 N^TF� Derrec"c"s ayw�rte(cw about 0-5 POW. N f° Lap bars r-♦ rein. n Lop 0ars 2-2 +rsyr. our, in15636 rr t r 7 4T£AEC.Brh; tree�m.o RTwTF rraw ��b Dy,.p r1107.IQ .rrT. cTPP 50-P(2518P 88 'i1w.m 8-I = hd- -NO T G S- 9 Ens H Y 2 S - - -J "w - End d EffCtcr : Ralf posts srol De x' l- Ltd Rrit Post - wingw'olr w to ps ro7CNoy i7ld& W'rgwaM-x I C Fry.a t� ha £,rp.(A Bee Na 2 ' one me �r De sd pcPrW 2' Id torocdw rode.To ddorn pray;r Sra. Pa +ar pe Ip o'rp•rrrr..,,y arrfrd- Gott assmvW if 1 Rat !AST M A-53) -T eR.9 :n rY'e xv,,,r/: w6.1e poV,iry ada'n !'� - rTyp. ) g use e Pnt Co' 6•'05 ® A 325 gd1 r I yp h'4 x 1.3 tbsr r Typ i - ^' ! pws a d/a slims 1 ea:A rriJ L roil poste - � a for oejusrmds. (ASN R3�) - STRUCTURAL STEEL W! X 13 0 Aoeeis nde !n JOtao 14 pcs+s, ea efts snot: 9e _ 3' x 3' X 25C Str dwN d Rat!!Typ.• soM rani i tz sSTN A- seta c+onfa'm'n7 to v,'v Fax Ra!fpwdm tU 0•edt! I I rcti pas?i �L_ -_t_. ASTN A 36.The MriV A- rN � F srol ca/vm ro ASTM A-5C0 cad fames worded a seam'-s Q !/j" I7 x 1%' rp� cet•Don site srr(&f ai luLvm rq d n'dewaA Dar rAsrm AYPSrrryA ! rands 6 yupes geode 6- GALVAA.'11 ` GoNONr ror rn'ts. N-r5wa5t>L'rs SMe be f,11�GV00rd:ll[! w�•" AOfE: Fa T r0/ Rd! Derof(s AST# Spedrim6cr A- r53. See SM. Owl,SBR-T 101. a P. AWiNG ' Air rare deffvr .xis Bern orstom of poet v S ffxfW oats -VW be Inswe raft parr sets educe- !tree adars d Ptirr ex�xxf - L- 1 PArMENT 1 •F'v"floa Rurt & r ti a Farce d Rap- Hand Rotr snare be pore ror Dy ne rl W roar wNprn weft De 1-0 ievd (uM ooapensatia" fa /UCrn'SA h T TRANSVERSE SECTION - HANDRAIL au mcserr to%cwvere a ewer PEDESTRIAN RAIL - ELEVATION necessary (o edraf,r& fret liar. • 3G• , sc>7re : ! ! 0' Ins numov d irneer Ica d sla post Al" 8 X I' (Vet. ) I 1 Sae -_! _0• Penes r;C* Rat s PoyrneW S!d fat F/w >a X T fFIar71. J i '-11 Ax,* be odisfanowee as rn fa II(t" .0 wt I ASTN A 325)(T yA 1- / cwye,r,i S1soanoe D tiff CyYeI 'l,'iC{ d and fair pdsr5. Tnt ttmw d nnea/ feel cr 3 x 3 X .250 Stnxfwar Hann 14 r rat pwnm!a' vo' ==:jc Tube Harl f T yA )-- - De cmtpub OS I by Ta rat -- astarxC xwee'% axsa !fees d e d Dose ptdes. C 201" 0 Hwc tAccass for - ( irrce�coat sweats to at In JnstdNap Daws(T)p ) — cmj0cf cr Fa eredlan sew! r VIEW B-B r' • sptoes recew of %w ado► 8 rwo --� ffad cmfs prior 76 credit». W4 it 13 Past Soots -0• NOTE : rcp d ard-IA - Parts' 5,9&e wrtwo fled cws r�eaor! rdr part &"', De R x 6" x 9' Dd de aedra".J o'rrr Must 3"X T X .?50 Srrud. prisnnt to a wwfa aw us•Flfcsrm Ste,dpe srec� r 1.0. Ob2!i e•"✓x� �'ws - De free re #lave afw poif;nO.-- surfae to osswe a A acxr A _A ,el R's t- TuDe ico(t m"o d Inc t and tr _ Tyra Dwween the crcfarmxt f,3 rk pods i Hex cur a ASTM A 325)& 2•@ = 2-6• X 9"M As/ .rr. )Pidormes --------= 1 4 as austr row w. "II;rywlu red a rr cur r srd.R pprr.wdmw. - -- -- 1 �'=--- - -------- i nYtr� a rip to retrxve ir, spurs. � I - - - raL'y1C Dods with!�`� Notes ro rwal0ah 1 `:: I _ ' sNm R as roccsmory I set . Dose t (See Spe aV raisidts) -- = -, __-- hQ1 E:_ T x 3'x 250 Strieu a' derdr Ms srsea) _ __--- - TyA -�_ ___-_ - - -'29K„ Sleeve MDs rdr etwt Dr canY,nuajs orer a - L era prlh 8 rap far %s„ 0 X Yr` hoe 7�i• e's _t�.' 7O sr 1,* q s E cce as dwwlsr' Booce air m keep' I 1-0 rood cW screw w19*.Wcy washer aPP r w. ASTM'A'� ex ne�_ L - - •, tree of Je oarrrera Prorr s rs7es ry 30'Croyer rTya 1 250 Struo- a7adfetrM 10 deae form! �► be Rdr e 2 #;„ 0 X I I�6' ua. w V..,'- 16v,' l3w/r Tu • Plde rc oe goNadzed a a, wets A PEDESTRIAN RAIL SLEEVE DETAILS sled DorrsIASTN A 449) -- to De pdryed w"M du rich 9j x 6" x 9" snNs 3 -1' -0` parry fro• Dar s deg see Sec A-A! -7• ! Sprites TLOV Rat 'P50 S1rucT. +C,/,')r Phi x 2%" TYPICAL SECTION THROUGH RAIL I-6 56 ! 1-6 � vmv 1 1/K" Raetus • oil exposed-0* cek J' 7Yi-- �- 1 �` 1/y' Sld. pipe • a!>- ldrrs !TyA I- -- tenets lTyA • our Jdrys) 2 a see. ripe Reed Slfarnp rA (ryD mlh aids) CAP DFTAIL 4 Lost f IO r Rm9paeY Rat7(AST M A-53) m drilled shaft - - ----_ -- -- C L asr T 101 Ra;lpoat 9. _ r, . - � an dri7Md - prfN 9 Tap for %a" 0 A %" (a'tY 6AeaMeS w1TR 2 freed cars Dddt r N� X ! _ Ho'd Rat Post- - t4v. mend cap $sew t e crtrm r der must or tree to ,rtrre roar wasnv ITyµ ! - - afty parrtrq yONTANA D£PARTY£NT ry°A ) L 3� x 3/a x /� HANDRAIL SLEEVE DETAIL zqn of TRANSPORTATION Scwv IA.- BRIDGE OVER MIDDLE CREEK w NOTfs AT STA. 46+70. 00 Pdar 2 shoo cod w ab s The [* ader S") prod %" Steil pro Seer N •X 6,X 9• 1 Sn� deer fd /cdrd! 1h wcm d' heft a"s a* .s9eeve in FEDERAL AID PROJECT NO. STPP 50-2 (25 )82 !*• L Tqo d SrcD — - IN Punexdre7 In /JC earl secfldss cro1b, Aq 3 up°r'40� Nye °rift !'" for, ' GALL AT IN COUNTY SHIM DETAIL pw x l d r r- inBn me rat SECTION A-A �s� the Norssra�' In tnest raft oeawo r? 28-91 .2 sr.C. sneers 3 = t' -°• HAND RAIL ELEVATION a--. a 28-91 D.N.C. PEDESTRIAN RAIL & Scow 3":r-0, wc+ac 7-13-94 0.!-R. scnra �.' r' °• HANDRAIL DETAILS Sce+e as nated •[vino ortwwiw6 n0. 75637 0!fRA1t.BRG r rEn � ct�1r mc,AID -0-1. STPP 50 2(25,82 37 wit"rar srd ;n car - &$ C 3-7 _ 1 ,: £rd at 4"s 3..A r/1' - -- a Srrunwa TuU`nq I BILL OF REINFORCING STEEL (One drfrtid hat ovr: Rea rood f.'ii• 6- O - 1 flat washe' 1 raaR washerstrudwo jaw v \\\ _ rA.S.T.M_ A500.Grode RI i _ F I TrPE 1 ~: !I r __ I tJ —r'/j B x 2�," - a Mar ST RA No. ALA BET BARS (Ail dfineasrars are out ro cut. Pipe Shftc (Gar. 1 � 1p e N , _, A Pow B Sraaa a arc, `r 8 m A DS r 1y_ B- DS2 4 8 1 9' 3" 2• -5" r 8' 9"dral o h Q See Ddat A'rw - - NOTES F III PAT r: Tfr aox of rU~rYSryrrg der cmleriars, eGuipt!'e'y a'a macs- m,c:•scry and irmtow a' to mrp'de !Ae +Yen sfvN De lyrxkw in the aryl p"Ice• b'o SW. .02 ft.IN. Aaxlu' Dar assaWy a 116 X 20 for 'AmYor Poe. (5a ddar- rlys Srny 1 o L Pax —" ERECTION: Ralf pats s•Wt De sew perpeaainuor to roodwcg grade a.'d liv rail sr.* styms as required E P Y E ono C��t Faoe d Rdr aids I shati n ft rel preAd to ws for W] � To addn prgoe re' ne+sv►. use .e ncy 2-rrekir~ faorrr p vs fSee Speda Pror/sfalsr- - - -- - - 051-47 verrianl Oars a AN owxytts "ir De cross "DD''. Esilmored rduae per vnr = 1.6 w. yA is m y• Rdrfadng sfoer sem' be d Re: ddamod Ove ad SW may the rWrewtr, DS2--44 bocw__ o d A.S.1.M. SpevY:mflon A615.Grate 60 (A.A.S.b.T.0. N-31 r. o �_u I £sri'mored tabor wei qY per soda r 16 3 tbs_ Ine prr,%v? d Me cWoacM rriis w?we fne driit�d s.W1 w;0 De cvrmfrwl ,, sw be cv�rsrruded or s*W "War/a marrng ffb wm4rled regtvrerl j I-4� 1 t-4,h for erb"xrerfs. A - For odditfaxv odes ad deatls, see Sm. Dwg. hm S-R-T 101. 7 I' - a For wa tim of AC drfAed .At K15. see "Gwwov' r qn.I'. VIEW C-C 0' and i Short P� MOTE. for Secdm A-A old IWan1 "A' see SM. Dwg_ ha SIM?-T 1 0 t. - C SAO' $ X6'A 2/7"A (0 S� [ M6 x 20 Pass \ - and f Sfwfr - �! 2-9 dl'~fisr B Mote (TYA I--- __ . Drlow S1 a!r Q A ELEVATION Fasten Droves ! 5cnitrt 1"_!' -o` w/spa.wads or %. aDwr— — 5' �SZ Cyr'0 A 2 0" stun as r&f .5 T.M.A325J , - -- _ odls rat S.T.V.A449) 1 6 C Posy pale washer (Goh. I - - ' = 4 i�eu 4 pw�e ds J [ "Al 0 A 2' -0' srud Dons (A.S.T.N.A449 i ( Post - - t7'rrre oC TVA Wh ends) 4` —End of 4'A T A 1/.' (GaR,. J 4 pv post + T 101 POST ANCHOR BOLT LOCATION FOR ONE RAIL POST h' Srrudura redx rp IIIIII�I I� 110 = 11 Y ' Icn�� wr 4 t' - —I--1 stated Rae In pox limw ps I I I�I 1 1� - __ t"0 A 7 0' stud - _- MONTANA DEPARTMENT Owls (A.S.T.N.A449 r {? rrreod Typ Od? ddsJ OF TRANSPORT AT ION Amuw /1eA AVDb' I Q+I I _i � ire r 0�"- ,-, _� � r Gov. J 4 par past yx fn noes 5` BRIDGE OVER MIDDLE CREEK fr PAO"W, r1r first I T 1 01 POST ANCHOR BOLT LOCATION FOR TWO RAIL POSTS AT STA. 46+57. 00 surfar P&*rded of DC 000W MO 10 P ANCHOR BOLT FEDERAL AID PROJECT NO. STPP 50-2 (25 )82 I 1 ASSEMBLY DETAIL GALLATIN COUNTY scale, t;- - i -n'. oroaae 3-17-92 1(.F.4. 3-22-92 H.A_w. STANDARD DRILLED SHAFT SECTION B-B c' 7- 13-94 L.,-R TYPE T 101 SGoiS rye - r' �• K',ise¢ SCUW A3 nwed -1-0 DAAMtMC No. r5637A _ s9 f5 Q _ _ _ ro pa Bias P�'e Kn n far 8-9 st l—-- 9 q TYtJJ - d f rTypJ _ r-'aV>�reryrlu d tv�e�,n^Krrs „x d 00W cvsrrexu;,y to a • r.mrt. STPP 502125.w 7 r --- - --- ~71ye r lWrdn AM of (tree Jos's'Wepc?afavhW'S*Ilh V00,wan/drlsA fad of "X 3 "x!/x" n°�e i L,Npor.d*l SP:-e rn rrf'sparDe.-Wce orar,•w r+ie WI pasts awrbr es spawn In 00owcrrAdfmm and WPWXtA'.ro Srudurd Tubing Varies See Do no provtae o stud S)Wfv In f; s' rrrsr or sr-and paw shoo- side of£xpmsian Jd(n, cajacero roadway groera I ray aw,Do verlk&In rW0007 to tamed roodwcry "G&Wdf pGv uftss 1t Cr*sses on£Apdn:rrM JWrx. W'tfcr+synitt::(node d seowd Pau on Expo Sad Deus svpmerfd snNlDe prrpeYfdkxfar ra supererera'ed roadwry area ewes, NO �•F3rg. hale: shalt ale prcrided In raft far correction to first Tulle slxlow sna'rpo p" fded for - Prug anew d&li,w pores In c(d) AV to draw tar ffa wxw hoes wfrMn w-"aver£..pt Xs - __ 5 •• ._. � pr � E Pair +.1 6 G'ALYAh-Z/A'Gr Nr ayrs,nurs,wasrxrs a',a A`De lree�n snarl a Q,;ryatirec wNh standard Vke stirs J fir" in o+acraume wlM A5.I.1f.S,peaYlCorlan k15.5.6YrdJe roll sans oe garret.eo I f(,-Ie,Cr rdonce won A5TJI.**cjri:MrallS A-� or AVJ. i on__ e ' two inprc9 f" s,u•co o oqp ax ogtw A dung or�Wrle it a pas!Ax na to he.r�25 of —J Xwn.am rare ppWoor3.Novi reriedurs wltn fcNedartied racv two,d orc=1•ng Manz- ♦ - ffarflc.for fidlecrar Ceoft see Std,U.g.Na 605-05.Coen a the ldreadr biY End d 4"x 3 "X %" s In ON flow - - ,Dr lrr,Yuded In 7fC arts price da for"&•idge Ball- I KY-. rraatea NeMr Snrcrurd Tudreg rw e/,c••e rooks r;n m PAer��y��Nt:"�idQe 13af1-IrQ`shah be maai�d for q/ro sinew tad Nvrcr Yrim'I Tube ^e Or2o7A <LVixor Ftmn'Vlf ! L� -- pTiofpe,srNran rot fwvvyrrqq m,f= lds,eaup,Mrr,ad roar Wrswry OaKt £nd d cz- Tap ce .,00 � p AWW.NX first - and inClde'la+to cvWwv/ae Imt TAe rnAsfDsr d tirxw fee d"Bridge ltt7- surfox 0"rd04V I0-for payse'r snarl be cospufed as/Ae dtstanw Qeweeo ceenrl/m of me wlh Ae Owed Me first pad df the end of r t structure and shalt De shown on me Gowdi Lays,f. I - ro yosi AVpws and pfarM sAeA coYarm to A-S1X.AF36•Velar pucrdreil srdraryar* IL to AASB.T a N-fs0 a'rd Sabi(be AcA d In d;ratlor of rrt rrcVl rc. Awe:: v r a�KC�M Rail pass sul be set pwpsWia.Jar ro roo0woy N'dde a narrlan depends ,rare !te rc.': em - , SECT ION B-B roll oiler Ae sa aerates to me rardwcy grade To adorn(rave raft roe cre to rdafren ro fNe f or f ne _ _ _.�' v.v Inrprlr use vetoer stals in roll pod for W,usrnwx. AT BRIDGE ENDS raI AT EXPANSION JOINT sPar9rl/,"•rq --1-�: �m PArA7 n Ax pad4 arrudurof tuo(rq and pM►es fexoffp/as ndadA soar SIDE ELEVATION O F RAIL ae Prren nree coats of pare as cweeo for In Nro Standard SperrlGarlons. F e d t4x New miry - Tee carrador srmrnore Atoter v ro OMVWZe Me Doers,sfrrerrra•fua•'rq f M/I Hu AW. r ScNe,1" r-a' 20 _Ad_f Tit Confrafor sive.,1wrYsn Wm as reWrrad and aWw in arcardence M ASTN.Sodri:arrans A153. t orw wastw i f2 t�3 _ w"x 3 "X , k odksy r40 to grade.Sines snM!be A'atiee wwarr £xC£o ins adoecna;ra dfls az�mnrcge mat aro ro A uRC a rj os truer it"Wosfd i SnutsWal 7rA� devnreo raq!c ve7ds f 2 pre%rmsd/Dark pods aepy 'm ry Wa to exam drenir't ® , rASrxt.A 50R Grade 81 w/I• X t/, sWfod mvs i nowt»DON pferes.l 12 fa va/arrYs In these bidets C�fr"0 Olaf sm rowed '_� ' 6 Dose doves w/Orals►oword C RdwY• tfex La Wo./ rr/x"B x 2 '�i" : mve tar�i.. _.. NAeg.SNO(CeS ? /i• /•� ^_' , - wet and grind ,-.NXM as requ"?. I Fld Wadw i t mcf a Pipe Soma(GcvrJ Shed.a- Vol,Steer sN/n =Z� set DON 1T r �ti •„ t?eg.S+ar "x 2 /:" - W"w a Wkwor r . -- - Sro.Yera t /�' 06\ Post Yp� %. - .4r 'a 5' N frp sp(ces ? .. /?.• /? };'. Enp Sw- "X 3 .. Wosar(I w past, 1 t-- usoard Rarl —� i - - Bacyt fM % O �I rqe\ D I ye "X rya"Sias sP ty L Mao / I d Rog.50,0" l 6 - W6 x 20 Host O a 2+ L v ov PJ"X 9"X t" '5, orl f1 spices Jetrredf pasts - _ ♦ ! O O e+,t,rrrare trrs sea er A yUms os eeaa,,,��red b _ 3 1 ! { 9 ,/+.. a f yalse Brl.Bd7 0'1 A nfed tatyJc pw1+t =� ►fy "x 2 y,"stas tyldQePro _� — mRr7 "x 9"x l" drE'psrx"`s Tresre SLEEVE FABRICATION OPTIONS See Ancna SW^% TO Sm LW."A` RAIL POS I SHIM DETAIL SECTION A-A NOScwe # � 1SmCw4vllrisstreet hare:(ao posts bodit DETAIL 'A`� seafe,I�, _.ry ScowI/'/-"•r0 RAIL SPLICE POST CONN. mnoa n m Ada WO be pained aocmdrng to No Som Seek:1%,"•IV state r1 h"•i-0" ortar socri'ans of cad or yrcafer lap d s10o under eaM rm)pas' Srmpwd Sp ea Ylcaiona. straeyrpt w,7G '/i' obits A wow bW_ale ffrrsnwf rod walla and m Pra(de n"1i<Bdna'Ya"d G\-w stondw BOYS rwck $ are occoo re for wares. T tr:fa Ptate waster Dworr Wirt) Ha Neds aI00 stxr-skis. a farm elrfaCO ro assure a Ngrw RAIL POST D_TAIL sex Sid.Dag.Nov 506.84. Nara arlgmeert or Me pal and it trgo rN rl Nae: For of?#W " OfW5 v-Dar ear» < ' Derwew►rue of arced rabi pea a Soave "•r1!" _AKvw Sorts owned post see awgprlae r' Bean or aro Ale canvde.Blrsn N-mmler"m stuff for tlCfr?y.— I I.D. Gdr. SMe drawing. J w to A'off w"w eac+all Po r emare NQn spas. " - Pipe SAs—nypi —T R 8"Y 9"X Y4 o Scfxdute 40 p pwdhl to too a"Jacul to of sMc f Y2" 5 0 r/e_ p t�^ 10 ,keep free R 9"X s"jr % " ` E "d A a!n ~ rm d ere- �ci 30'�tawfa %s"dla.,naes --'3--1 `. Hwe -� At 5 U-aors o Provide'yf"d/a.ft," J /-0 a die' X 2%2' x tC ji"- ` TUBE CAP DETAIL n 5 U-Wrs c " - ea+c5r U-DdrS o _ WOpof - ma fa arroa(v to forms -,1, ` bs .,0 Hde(TypJ No Soave Rrcv+�v e I"p' V $ _ $ "0 Ptve . sfmves In s+a0 = f c90n pales a seeaes lr, s ao r,/7•• e o i L -P er»n70ed f trsn w 7n w/�pd welds n I.- . - . 1 r/2 5 AYfom d sloo r,y" 5 f% a%r"A mrr— 4* 5 1 �e 5 �'�h _T " FLAT SLAB & U-TYPE BENT BULB " T " BEAN. Hex nr,r,A5.f11.A325) HP NutrAS.rxt.h3251 Zr� f S ANDARD SLAB 0 r cut or Sande d able ¢ �si7"�pf Ngdh re»a'fe 3 1 Cur a Sfar>dad lr to 2 0 waslMr fcdrJ 1AS.T�A4 9°"0'pd R'oro wastfsr rcaA l— "p x l r y2"sue l " _ _ I 0 POST MOUNTING T I NG DETAIL S posy(GoN)e2"d Wood Bats rA-V*.A-091 ——� 4"X 3 "X Todr wdd Ty4 W.WSJ r2 "rtrwd T)%Lmh Arfrrfura Soots:f'/,"•r-0" MONTANA DEPARTMENT Edge of Sao"T"- go. ', r',0 11f.Gar. m e! Xs"x f %2'. does)(GmVJ a pw post Tubing OF T RANSPORTAT ION Stare 101Tnu x ,0 #.. �,y,sia. Hex Nut - _ Io"rar her Nw C �' `°'e'er STANDARD BRIDGE RAIL ANCHOR BOLT ANCHOR BOLT C - 1/4"Ad Pin(;;riving flv ;YPE T 101 UV ASSEMBLY DETAIL ASSEMBLY DE'A:L _ 1 �%.'e spka»�d� J SECTION C-C scot£ ,� ,�.,�� (Fa TyA (Mar ayp.for era sac i U�0 Deers, or EAA it.(TAW - No 5r me o.nc.aa Scvte,I',y" r0" scale.1 h".r4 v..". 024F l iTUBE SPLICE DETAIL caa.ea CIC . soot')yy••ra '-r::;- GaArtWa nun SBR-TKX 1407T 10 1.&%6 wen rpd ttA ue 'Jr.lp FtI11C ,�,� Ktl Ip NOTES; 6"execs;as nded %y "Si fa s 5 My 50 fl.span _ _ _ 6"ExcV cs ndreo —� - -fSae Boom £nd fW411st A-k xt ' -�(qrt sm De in nsf(r Tcc w>n (see Beam frd Lbrdfsll 0 AASrrS DMjdad SpeclrY.arioro fi Hls froY �-0 Q'1C,76s. !9iB3£07r42a'M any At'a►1ma'+fs n+cda 2'y. 9 vane;o sra Ds7 I amfolo {� ctf!l�r+yQ F lr Y.:"aP^ A `-� SpwlMarit&ar Stare J at ftoy C0rx+&ee SfCoWr era d ar!end span Dearae I DerJtt tTyp1 O 4 open - $per Edthans far Rood V rs t Caurnx+lm r !�7 Ed!►io+aro any Agqvicewdaier/s rho d4a�d rored.Sm SWIM 55-1 Tfa f0tr(c0t0✓s dw(gn ., 1----- ca AAW(ou$tot AM stresses!rr me Deter W#G . 3 " 3 - eal:n,Wding ccr#."rr+Nktr(S arricipNed in Me 6 t- 5 "6" 5 - ma%wadu e.hand.-rev apt sarlca ate d!re N 40' `D Oc ir_Tte Doom Snell De dWO-,d Mid t`G&iCvrW _- _-__- _ 70 3ua1Yt!(M dead rQTd OW Nara/aad 9raSae3 and mrrymcar" oi'rloare nr 7w raP?OY srown an porn^rYr oomns_ 1 -L— iAe"£redly Plcvl.' ` I B Open Hoe O tmer. g j lNG S7tE1,Prestrewng s!ov snW!De'.•tr, 2 "A Qat Hoe f1lrN DectmslTAc detl Dens - Wr. W.M. a%y"A.laxrewm stress for aes.yn Ddcre !'a Ttraaded rrtscrr far �,'CAaw/a I 1 5,W,,Ae O10 f's uxress orlrawise ao[rordd. xisrr for v rw (E.r.Jeans insice aQj£, for Spans!0'or less !.•B x 2 -3 fbd at inside fH'aeitgd f0a 4v to roc;.(T p.0 irermes!(ave di lFew'-adide elararrerms two d CO. Daams ,Trreoded fronts.tdd dawn da,cet, prrwdr ViAVInQ)(Typl y r'�" ELEVATION are re repux(red _ o rrre'rnedlde Derf. SECTION A-A jV atv;oes crd a'4'over rArC,rare wNcr Soave- �r'"•l FaoDed rod 2 "lnstde mom is to De lrxvprated in me beam shaY.A 0e 'Vdriesi See Bridge.R'aos 0 soon' e".r 0 dwo'ed g'lne f r4nor Ochre f"lc y.-.;s tv d?J�:For member or fl'Bars wdred drQ n S,e-Erealon r -skewed.lm d pr Daam use the fal(awirp aprMriu!r 9 Q- - "s"•Span teoh T eyeaded ,nser" M- 1 fs 6.0W2*1919 NOTE:Syaraad tri0rd(V stow T7 OW for£(asrlc S.' ?0yrq,5WOOX a+T B 0ov !a+e rc be modlfled to dear 2r/1'x a " Porn d ad rect(0n strand -iF,creep r �' NOT if rre re:90 of Me VIlelan Ond fiad !1C erne'!1IM Per d ttk Dave tt DC 4 - 1"0 Threeded !;(sat 7�odd rxamW raurd Vv fmVs ro erfcf as reaufrcd ;;;eased q 0L075 in pr fad d lr�vn or 2 "B aw Hatt the next largest"I wrde mwre'ro 2j()_F 5,if expanded sloes err reptured we derails / arr(Ve d tee aafua(rr Mier of B NarS racuJred' L `tom o!It r tkldga pra'rs.For"d shoes see Genera(LCYOO. (kom a e5 REiNfOR_,NC STEPL,A'!rdrfardn4 stow3".1 Cr of too "S" r 02".S"�_ p 1 "�'.. SPa!(Dior A 6r5 Graft6UAASM70 ASI v. Ned Cnd es grey Hard dwn pdrs wed P+ - •,Dorn I orers!sae Brldge Pww 1 ? 6"— --fang. nowe noaesign srress. -- _ TYPICAL DEFLECTED STRAND t_ — SYSTEM 9 SKENEG BRIDGE 0 sauna£ Ba,oGE . D6 u6 rOtTd.pr Dca^i FOR PRE-TENSIONING scare-r"•1 o BEAM END DETAILS sale_ ("•! e+ - + t_ are. 1 no Scae µ A — Olp tap aro Dart" ? .Ab P -ar-Is Syi r w �5 SNr 5fiA \ flape&,yv refs lyre I"�. ? Sm. a! 2 - ®' '5 stirrups and B6 -'e Br9 _ r _ spy 0 2O des. 2 sea.o (� � �-,a 9" �3 sea.0 2 son•� ? " "ors. (spa.as stews fr Swam Beam End -tNs s+aeefl B3 <6,Wd.per Daarnl 6" 6" ac.C 6 .- / r C dam 83 -'S - 86- s a 2 B3A C I - Bear, 2 -0/1 BZA r5 - - B2 (4 A%rd per Deam) P -83 'S SYirryaa pp B2A - JZ�e ? f//z 2 - 82 -'5 S'rrruC6 {e 1 vureer repel.Aa Oeam rdrkts B3A-'5 - + SECTION B-B ^ _ _ - ---2 - 86_s4 tie to rarylry skew. r '4 -{— Scare I !x of"A'a"B" r Pal sue— �' ♦ e t v41 t 2 Oar _ 5 B6 a 8 - �vre5 aUC to varylrp skew. -+� REINFORCING STEEL DETAILS e Tedded fr Insert 3 ar? " C amHoe PLAN VIER a SKEMEG BEAM END P !%,"A 6"x t s Ptrce'dla>dar b ELEVATION - SUGARE BEAM t ND Scam-ryf"-1 0 C (SrreWrredJ f�I •. wade atDeaee Sawa- r"-f 0 (Fixed Shoe Orry) - 2 -�i"Ox2 -0 krq ' i I r ` allow rods step welded I to R 1'/ A 6"x 1 4- - L� !/? r _ - MONT ANA DEPARTMENT 1•'mrr,,d. OF TRANSPORTATION 8r-m to s'goe d Deem Cr grades d r STANDARD PRESTRESSED A',frnoedee Praxes.Sxwtes and 2 oio a are. 1 MCAor'Rags to ue ASJW, A 36 or A 307- r f A A 250 CONCRETE BEAM �Q£Er See 9"N'd"'rede+du i5rro(ghtp,edJ—_- F Mae far Avw gars effo. d a fenyrt!and slTe dAno'!a'Bd/s. �� 6 2'h" r `� 1QjE:TAe cart to fuYnisR avd lrsrdr f SwMged ArKfror Hatt Or Y," 9 rare cq)ams size d an %"1— _- L A.SA 250 77 B 8 TYPE I Arcvrrr Ba7.%Nufs and S.ruaes 10 De Smoon Bar r2 - Hex NWs -- lfxn,ded in flue urn"price Drd far par 8w i f See S"ruc!we Defdts f`~ 2 -2 /j- "r l --i - h" au�r u0 71 "Prestressed Beans-" 6 tQ117/77 COP 79/77 NHR ----��--�� END VIEW FIXED SHOE DETAILS VIEW f: - C 12/7177 HFS ssne- as n,r,, w-,rca e/9/79 mill (� DRAWINGr.9-B-( •a1rr G•C b(r•M r.n � r ne,.r. _ Msi. fS��7�c.i:'arc e..�l. • ra•. SI?P Y,.N?SAE7 i'a'ie5 NOT" - 'See 'Genera+ Laya,f' rbays sravn or tn's stud are to De usod a.`j as tte!y oAa'r to rqe ss.OJed xc;act.&-w" Vd ng, s(aD rHdnGsa site and S, d,,of s107 Dare.Na ax spackV ! 5200 ono StGG Transverse Bo s S s5 a 2 U r;s. bar;abav jd/r arrarpmae►,W WVMraA post soodrq.Dill d relrfo'Nrq 'reel and r- - w'#w R iasiee rd., v5 fxvs 06 d � roadway wldm are b'Gwn m L'e"Gera a Loyal a"£redlon Prat_ (Top b BatmN ra-es oft.win S6- s5 56- #5 a 2-0 drs, m ea^. Fie-- t 9 im'n. J, (FAtW as Wad/ V.win 55-rf5 - u+ (,vtp r.Bcrs DS- 06 b.c' rl'tes ad/dnrnq soar►'natie 0 dfrlerar n,mper Or ronyYUQ'xt stcD cars; fr1. yJ¢^ d.to fOrpVrvalnWr�7 Arrs d Me 5ADrW are ctwinuws cw Ire wr ax eiraRC 3-0,4fro tre;oNff sw"dao Drs -- — j a 3 rifad--- CaRSrr fiM 'Grit '!yyt D4- rse Stir,". aim JddfTyp. 1 M Wage is mem ed,ne frorsecrse sW re'tfrdaD Was S WlDe pacedccm1rudlm Jdrt rYA J 04-rN 5fir(upa D_S NE o D3- as 1/t,.N� - _ _ -. ., � _ as srowR an rn"tiedlm f'twr'. y' J� 3„ DS s-- , f • W w Stlrruru A -N1' C A A -+ A Fr rah derails s« Rd.A.q_Na SBR T r01. - _ 06 - 06 3 a'.Odwaai dioprrv.rs(Tyr,- - __. - olz;, - , DETAIL AT END BENT INTERMEDIATE DIAPHRAGM CONTINUOUS SLAB AT INTERMEDIATE BENT EXPANSION JOINT AT INTERMEDIATE BENT Face d LONGITUDINAL SECTION r-P T f0 t Rot! S200-K 4 Top Lmp'f. 5ioD Bxs spa. _� f1 t►sMJ O am t-6 drs,bmnvn wr.crs S(VC - .Y" *Oi TL: r,fu0 vvon Is Face d CrGWA 0.OP' per t!. Cocoa: as drrerr+'Se roved. tar sc>7a-e'a.dDans 1W T 1G f RWr - - - tx� normal crown. {- 5300--1i4 Ba.LagN.SNO Bars SW Tronsrersr S(ab Bers rTcp b Dlmmslms o E&q. Nrles a (Nr.dr Darr A -4 a 11 d bars � FOFWU(See"£rollan PvVr' lr I - 95 u-Dams ►odes,sae':_ray/m pwr'A site and 'pWdrvJ.- rwv,pads -sov"Ca iea Cldq ra o Coat �� P-1!Tyro.Type ' f0"' I _ I f7 J f0A"and 'BT-T2 1 t� a t� a_ P 0 rryp.type t' r'P ' Srao rrich(ess="T' ✓� 0 02- 6 �, 'A*. ark "♦' J �rE:rrreadod Rocs,f I be inoWed 5200-iN• `� l - 1 - 6 f Scope A 1 1n me urW pr cc ad for Prestressed Cowde Befalls. • —�.' �' I �_� - Cl1T�,C44 OW Is Aced as!re distance I • 7�8 _ Type"r Ire" rt*wdrRinq Nre to tre too d 8eanr g• .J �. SHOP¢e - I - c E" TYOe"A *W AWW rees*f N dicdi� %2" "'ep Gf"' —� o� w conrc ril.•e' e osGwepr r .._Tye f. T1Ae`pr' rrnYr7luwsJ - _ + i Y rkye su lvice wins - _ Type m .fr tle er"cal"DL Lbrkvion T "M1 o ' - — :— �s'rr Prestressed Carrefe Beams, g-Type'.0- r 12 3 f _ _ — _L N 1 e"- T yyoe"BT 7r m..£reQlan T p c rr L Y rr> 23 -Top a/ Sob d/q"-Type"xW`— Tfregded rroc' T � i} ab•- a-- P-03�15 9/IS"-Type"8T 72 -2 OS^a� 7�"M x ,� N _ TlltcdeC Rod ry/,acrr�eriwlCurve b SDob Trickrras.V � Bongo Cr 5tgo:Tc>D d Naxn Type"' -Top of 9bam:De ere DL.Dd/edia, - T�06•le6 # � SAL Qftet'lan as saa.n in Dame � -arm ofNawxtt rev of Boom 2-d5- 4 (Type 10- # _ !gaol ryes note a�DveJ rt Type " 10A' d l ype "BT-72"&-am) - f}e-� Sllrrups sYto. � �Beam ? orb at OA ec+1a� f Brxxn- L7-4 5brryoa AM. . !-2 O am. ?_0drs 2 O df.10 are. h2 1 Type"r"Boar @" 2 8 �. r 2-8- _E" - Type"t"Beoer f Boom .r- - 2-6 _ Y - - Type"A"Beam --y{ TYPe"A &ttm _ _ d 2-6 wa, -, a ? _A9 1�.r' f Beam NOTE:D 9h"o[Brq. Type"r'Beam - 2 4 e t tt7y I eavgisds unrwrse L Ype"p 8eanr / - 2 5/2 Too J rood cr""realm Plan. T 1-0/2 2-9J5 � 00 UJ 02 OJ Oe i 0.5 0-' 03 07 Q/ QO Narks at hvvb pads. f 9 ! y Type"l0A"Butrm See OL ShfWIcn Toot _ Tex"+OA Beata 1 v r•9--- f Brq- "Carlow Dlovo!+ ;. - corw _ _ a' -se Pee" Type 'BT-T 2" Beom 1-9 t•9 Prerress TRANSVERSE E SECTION NEAR INTERMEDIATE DIAPHRAGM AT LOW SIDE TRANSVERSE SECTION NEAR INTERMEDIATE BENT AT HIGH SIDE 'tee - f-0 save - �" 1-G CAMBER DIAGRAM Q'rn ncran varies C..e ro Doom Ito sm* rlpe tseb "£realm mar') ¢J'i 03-X6(rypJ E B•q. � - _E Brq. ` De-d. S7rrru D3-a6(TyrJ lTypJ _ DI-d� 57br�!TYAt- Inbemm((ryPd he camif OF TANA TRANSPORTATION DEPARTMENT _ £Beam _L J._ r 0 plow Ho'e aos _ •-T_f B,a,r in Deam (T)w- = STANDARD SLAB, RAIL -- _ _De-A6(T)W & DIAPHRAGM DETAILS a 4 Brq.a£Bbcm- �•. 08-6 rrypJ 1 8rq. j R.oeD t f 3 89 L-G.F. �U Bey 3-89 1.R.T. Score - As Mara —f Dim»sims mry due to +>•• 7 9 89 'Rees flee"£victim Prat)I - A _ r� D-8-90 AT SQUARE BRIDGE SECTION A-A AT SKEWED BRIDGE Scare - /f _ ! p •.wu pMerleG •U. SLR 1047S1 6_iWG i "STA I No7E Brid Confrocfnr 3fiti/J w+►�►o a e.+csfiil wVs� —T 6c0 Y G. Z_by z 3/'.2o'I fay Poi►a�rYinnm�Jarrr fibffC 9 STPP50 2129b� 3 IS .08819 ram~ '!5,.W ffcwcrr/ sfo so.00 NOTE Ebr 414/6B SPECIFICATIONS ^krIfonn 5A20*4r NRynuny frvn/rr/ssA�n 5hara .ri s /F,�hOrs E tint d6 I - 90 o drni .Ab.? .5-/r H•rxxl anb'�K P [qr�K/raK't4yf,orkiPA .,FY7c4-P 1,/946, arTd OWk av/ Ay' 5/n 46 7t 00 s'rnfs /Aoeirfo, vrA/ 'SIvCt7/ f'rovr. ns �/ti//�lo�r+rrf cw(tas p/hotisviss n!7/tied A",Gi P L fd91r f n Gr itFfjwy �•fr n ��r'�rpor�'1 •n tz-cardo�^r w/Jh A A 5//0. �r-�iF.rGbf,Cvra. Ifls.'J�:�,bn GP✓ / y f*v,-/7J6 70 I V E A — _Sln saQaa///14 5/W .67a a"V 41JB.49 I M I S N E D G R A2L -- FurrsAld yh17 g►tvcsit c►x bridle rs son► ars f rofrfr 9rnr�(s sAnrn .an /7XX7'p/ons _ CONCRETE = All ca-relw/e rn acrP.rr3fructun �s/n//b r fErss i70" /n -1� Atwf.�unis �/sn//tv ryes A'cc/nr.erfe swcvpt fhoi po�f•,ay of tm'�'•ro// _may dirxCf/y acGvnr crXfnfrucf.cvr /wnt of bosom cs<y�a�fir houix/sr4 W, /ch C/asa A,9.• P/tif.Rr -Z7 An o/r M/ravn/ny agent shrv//bs acted fo a✓/co vrr,W/ar Plprfi(r PD"/Pf' \\ CMrr+fir O'row/", ea<we; ofca-K rAf * /"rhea anti fi//M �JrnnJ nny�ds f3 p fi L•TO�/ /rx--Aee u/7/0 e a off/erwiew nn/sM /sN L(rr 41�20 R Cavr.rf>r/cf�c+ /o.'nfs 3-'ACf br �>A of .Fz»i/o/rs �-- - orrnI an /r P",7ff or os ggnro✓a7 �y frlp sr�q// 'r. sldiQua/Sr yew// of 74 con_wlr�.a-.•frOn ./�nfs o-s 1"4Pd cw //-- oe%. or dtfi►s-iss/ired , - L w f/er 4✓�(I 7� /i/ I N F R N tnp/nwer_ All rwrrnec nQ torsaa to aF/nfrrr> iof� grodi -- j' /fr/ s orr/afro/rf a/ear/ ear//br/rf /a 9 S7/�1 erifac0/Apvl A 5Os-d77, .wolf c7a a/herwr?e af'F'msa•d u,G too,s afar//Aw -suppnr/In9 on a&mw dso/r�s p47cw0' suffr ari/Ny c bss /1Fi/a E6r ty•Once sfr..rs Fpw !e7/A7vY /rxge:+her fa/nbinMrn LaY W M 01"/Z-rr 040s///av7. /4// G11JWl Gbsss aboo// Ae pf frm/r/rg7s ca.a rpdowr/J1SJhc cm,,y su,.po.rAea an / cIi lr--s or I-VW-cow conrrvJ+P L✓ar'ka. 7Aw Lv9, { fi/�/ e/d rofi0/rs oAr IV As F'c'k'& O/d 420- rpinf!//L^rr� sf w/ 3ha// /nc/uar r /Adr ct"/ 010'/Svrnisfi/ng y /er LAM aE!/�/,ni,s d by /�fr Enyvne c//sd Amy e/aii'7s.BWW-cost bfveh onp' cry ca//ars rnn�-io/d used fb e Or/ff-3a nv I 4 7 v I7/s143 E/L e /9 P9 _ fva les-r r�•iisforcinq Islas/ /r p/ory of nsaa-r roin/6rrrnr.9 ttorz rt�f fir piriss/f/ib �rcip�4A S+nbs�or/-liro✓e/ she.rn on fhw pans N faonds .n nar9fnrc//y tz�T� sfb✓/G�nevvafr /b a radius of ref (sfR ELEVATION /{x.y/I) di/xnefe rs afQfher tar src�c far sfirrupe and h1I ha, s/,eu Ae tw/sf arourr7'o p/r Alo✓rIW o dwrr/elbn' aaf/psi 4We h%WV frO/.tJ L �. /1/ix'�K M 7rA<rs - I/i00LE GMrEA'" I Later O',orrnr/eis AraTks eAv// sSL -2-/ar-i r Ay /Ar Cliisni/+s.o/%s 7 sd/•Y Ar•7) -lnse7v / p V / , e/ro.✓n yr f/r fd/o.rny sSa►f-efps. se/•e /0 z) kfakes Q' obi 4o a-r-S".vrr d•d/anrvArr .Y Der v 6 A R A -- rn r7/d a7fles s�Ar a+o d/Or'M hfi tAwA V dp dy Aar a D N®LE9 . •e dl wAcf 1wr&YA6r1y fn My .rQrrw�r awash o/ 49905/nri/IJ a!A4e s/rmr�EiitY spC/fer�►'iMa /Far f/iv fr.fa/ -f a/ fAw, `lG.sn Cxbnr s AH .w.k1s .n/,t/:%ho rtr�i/cat�crs fi/isf s,0Wr' wibe "/attic o/Ar»r/sdr .� kfs •ih�✓/tM�Y7</ or d//sr -nrf p+ci dd job.- iWyj'fo'Vm' eMi/ any ,i wriyshfg .efi///fwe ccr+.n✓/�'r1 M ocra��x's ..ihh f/ii fofbwr.fy }} APPROVAL 5hW, A 7/r� --Avll LEI a3cy0wta.at1 Ay//r hfpva/twnts 5A2A► *VA.-Oy q. h,>.vrsf drlrirA' fob►*:vfro^� /s b+eeyu•/. 's �' FORM r A//*n~ aa4-W- 4W ar'hx�hn9s sho//de dRZ7V o/tcv�rr ands +A!r- sr�/bred -nSaxfr or afi0/l Ae /1.-Aguy Ovft/ ZV0e%21, Afi ffpdrt7/iYdiee,sa 8 A G K F I L L_ 11+a Gar4YOv s/ A:A-t'facer of flat a&u, *V715F .s4o0'ns7/ ew 0,&-e /r'/./ I cw/cnvfe fpr Abw 4rrJaei6trtR'fuwv Avo brvn BbrEd a—, rid 7hV dyrAfy/ shop xr4 oYJoir�/A�/h ot�hrTcnfs so /henf //r hWjVA of has r r Gbo vFi// ap/+roa nroAr/y Jfip sour of o// t//nrrs. a PAINT:— ExceBl_�urfocts to bt rn con/oct Nrf/J cc//trete,ynord avl9/e s'soN rt.cr/.p one///ShaP coo i are frro/PJ fre/d c04.t_-T of art or Pro.-rarefy 1 lfohiD[inE. /� 4-5 1c"Brorvnq NB9"33f b BOILrAn i/y 5tc%ovR� ord 710 6(o/,(b/ and/c/ of 11rt S/brx�ard 3FasrvfrRaAi+ ! i REFERENCES p Ab. OlSCA?<o7OW nTNIS CONTRACT: STPP 50-2125182 3 6 0<-r 6 rAQV�7s Air 4 Ab 1 Shucru e r dsrvp,ws w 3 A;0-1 -Uwe a 6.VrWAr OfrA/t.a I [}w7 Nos.15632.ISE37A SBBfP scee� Qr+a tl+.cxe fbi.< , - +.vl AETMtJ STATE OF MONTANA 'tcur0 O/r�rirgas'� STATE HIGHWAY COMMISSM r - BRIDGE OVER MIDDLE CREEK - � i AT STATION 46+S7 0 FEDERAL AID PROJECT NO.F 203(5') ' GALLATIN COUNTY GENERAL LAYO(JT I0-27-.A7 PLAN ." - g0-VM-ss _ .1 1 W Nre@" ".vrn BL M 7-?Z'94 ....� - WING NO- I 17 IMA00cT STAT TPP50-2MW 914 15 AA,tNohfin Gr •s Rawy Elev47)BT3 ) Abut.No2^fnGreP:�Idwy EIav4<JV97.9 �-Aburmenr Syrv*trlco/aboa/t AVvy. BILL OF REINFORCING STEEL (One Abutment only !-3' �&/-r5(fiN Foci) — NVHI-`6 50/&w bar- —� - - ! — '`t +...n• "co Bot/f faces f I E/or eJiM tIY�?�ie6 -- — �Consfra.chenJ•inr� pi - — r1 �5 h `Ccns>iuctfao :o�nr __ U ♦ ! G /' � I 6 '° Of - I _ - _ - "•' y '� •_ 57A'A/0HT /7AR- BENT BARS 0 d:men5ions out to our) A FFF r �M u— N - - o+ ( A �� I 0 No S:z Ap Lrrarw No S-e Try Lewnr /I B C O b S "c/ N s IY23; !O-O 2 / IV/ "l-3 -e-J -O a wz s-4 +-+ G 5 iY'3 7-7 -y p �0 h - -- ♦ MSe 4-B t r'S 8-/O 6-N 4 1 W21 2-1/ f -lA1l 4 Md Ib6 Z -5 �3 - _ 0 ! W 6 IY 7 /.2-6 A-_s _ _ ( 2t ! 83 !7 1 2 MB //-O 9-O NoTf:.Splrce B5 a[i6 e t of AO Area 43 G H4 /T'/ W9 9 Lap I� ssp/,��. w/ 7-5 a•3 D o p 22 4 DI 2-6 ? S IY// 3-B f-6cfss(Bo}ri focCU r y\ 84� -O cfry (.St/pg��ar�- __�� • • t_9 e6 D2 - 3-4 4 6 N/2 /2-JO 9-V/-9 1-3 -W2e B9-��1 p_slr'- fF.i/fece) - ►+ N c 4r F x r 4_ 6 iNOTC:Sp✓:c o e/082 6 t of AouA~nJ z 4 w/ 5-O .2-0-3-0 B� -- —l —Lo 1-6f.S /IGeS - O/''� f O c/rs B10 lrrl AQo /E/!v 41/,p OS •-1 01-�60/-0 cfJ-�3fi�m Aocef fc /nr�tch E71 Aor's •'`I'i.- I ro �'+ �1~� W1.91 -4 B BI/ff/btr t C/i✓I1/R t9�� ----- -- - - - [h=J' O� — — T - /�6 T-6 2 .4 ! /Y22 I� i NOTE:fiJ•Aoriconts/ bons in.5f~M 'Yr.'TE'",:iy /+orrta•nfo/ bars o - - foce bee Ri p,)t HonO W"Y~/. foof:iry Prrssurr urx�[►r Stryv�. /ocr shorq in above QL.rL.L =P./�o' v�r•Ir - - 4 6 .2 N'e/� 4-/ 1-4 /-5 /-I _ h� -0 FI VATtON-ABUTMENT N0, y 2 (We q,1ro//s o .-. e1.Qed1 2 5 B1 2Z-s 26 S 82 t+-O 22- -0 r, , AROTMCNr /v01 5wMLAR /O 4 i 85 2J+2 ?/-111-4 86 24-7 d/ j S Rdwy,-� ♦ r r B5-'4 C-B2- .4-- I + � SECTION 8-8 / ff 6•- M SECTION 0-A r� I f Rdw v STATE OF MONTANA - STATE HIGHWAY COMMISSION .` ' T BRIDGE OVER MIDDLE EEK STATION 570 AT 1 FEDERAL AID PROJECT NO.IF 203(5) I GALLATIN COUNTY • s — � I ABUTMENTS NO.18 N0.2 -f * 1 • /70!-Od DRAWING NO.�0tl � � i r e�v^wo�fTAT � svrr U.D � MOIYT + 6 �.oPfor51TF51bors BILL OF REINFORCING STEEL Tav50'2trs1e2815 Is _ _ C C4-e.4 I (Cl- 14 CC2-4 -{ /rrt f I°° A rc n r C C 1" Cy t i C T --- -1 - CT fr cr- CZ, t� ' ---- - ------------- '-------- - - .- T _ - -- -.. - - -- -- - - � 0 Trrt a TrPI S D__ ETAIL OF OPTIONAL SPLICE IN ` TRANSVERSE SLAB REINFORCING STEEL 37FArer+7 ffA17s eCNT RAPS lAiJ d.�.�.•„one o,f to a.t1 w.r9J*W* IVC, lt,f$ lroc/OAr114w01.• A 1 B C P C f C9 4 5+3 1,-I , S O-7 0-/ Norc:Bors SIT If52 .+o b�sP/,C�,Yos sno.vr.o6o✓.R - ' 1 fi- 1 5 S6-'A-7 u ' : Hov��vir f oyrr,e•�t w-.ii nw .ry t�cco.dor-,rr•w:ta l 4 •CZ 18-8 �i .4 CA/ I 3 f+ ,.-f p ) -- cr I6_+ 5/r 40-6 '14 S 5Z 4i 6 we p04 50 4.4 3 6 eJf mode-Qt ot61t►;�,6 q 5y �30 6 s6 4 9 55 -v �- _ .- Z-_C 5Pl,ce•s :rr bors 51 r.ust oe• rr,ose•F K o/G2 L. ' _-- , ee 4 -44 -50-6 Ito 4 t�Si w -r. C -A 0�1 B 4 56 2/:f ~r/3T .4 4 G./tE-5 1. 13 0.41 -- - -- ----- ---------- - - ---- IL F C. 4 C '/i G� 'An3,1—/5 L0 -- 20 - __ I /O ,r Gr .,9-6- --- - rnotch S4 bqr : rS3-•4 Botron�of 3/nb ------ -------- -- 4_ b _GJ 33-0 - ( — /O 4 G4 3/-R - - ! :- - _ 54 - e4 Jb,- of /o b - - II il. —-- —- - - - Z6 'S 5/B s0-0 1 `S6 A4 Cf.• Olt"rrt,s 5,71 s,H 1 - - - _---- +1 ✓7 - - - •a 71•~ - 5 d-'5Ip I-/'l ctrs 2 64 p 5/T-'S To /S/B-'S Dottar.fQ/-/$ctru SI/T-e3 fop,0J/B-'3 Hof fo r Lo / !Or} l a a • r•s �.. 0 52-4 ! cfr-sAMr► jvofrw.Aft 5__ 5 "SFri1zCtrs A/f-rnofsw,fh5/ �rr T PR - --- - -_- - - - - - +- �- - - - -- ------ ------ -- -- G! vy � �v � H - -- �� _�-L-1�L -� IG,S,i. ...1-z-�(2'GL'r,a.,t}.a�. • jL Z - 35pnres � HAILE PLAN OJw�i�w,FO-(�,BO 9�S�Pa[ss�I-C �'pnci}B,-! 9 9 i i SCOJt• -t -O` y G5;.e4Sli r'.u�s i.0 ri:r./art••psi.r•nvf..ty� �t_j ,� i Obor,f otSpor, ZE 5por IS®snt mo >E Qtnt Aro s GIRDER DETAIL sco/eOW-/'-C, - - - '9-0 '2t .Rrfwy. , - Al r DIAGRAM OF CROWN OF ROADWAY Not- fors/or g,:ear srooiw be �u rnC,snt Cor 6r to o//ow for XA7 . I-9 i9 O -ff trd.., s-/fArrsrsrt and 4-osod/ooro'de-flrrt,orr r ' / 3-Porn bohir Crown,n 1s-0 t►o`wy o/ cera le•r of sPo rv. •, I of r I - �`•° O Z.6.iO 5h�or- •'#,.rocs ofte'nte'r y,rc%rE - •. ;-D - Mrs FI-ortrs ��T Oi-f6 ns.ds fbce 0t'D,zs,di 9,rdsr 1 t _ I IC 1.44,O-PAnchor,tPv6 O/L[/r <1r1"t.4bL. 3e-C 6 Of 4.y1Onp Groom- -dt-_ if",,f� �.IR s Wi/d w.sro tp_., r-Pr,ii yF rbA/s}(%I rtf._. i 1'I YI•f!//�/ w�%d Or sha wH 4, ! rr/,l a/r' for"4;1,- to I've mjo t 8.i-i She•or A•� s v _ a�� V �• r` y 9 9 Q/-4C/rs.for lnfrri 1•.:..N _ �� /In9 l h Nor,canto/L,rss v: Yc arlr Ss_"A Construct,on ✓o.nf K 7yc,,. �. L Ste•S�r,,or+AA.- - STATE OF MONTANA to-6 n-e �. Note•- For dW.00,1! pf�nlhor batsT STATE HIGHWAY COMMISSION for fosAr..,npp Or:d9s ro,/to saPsr-strs.c/&,r4r,secOwySHBR_ NEAR BENT NEAR DIAPHRAGM q �- BRIDGE OVER MIDDLE CREEK AT STATION 46 t 570 / L c FEDERAL AID PROJECT NO.F 203(5) HALF ROADWAY SECTION co, `� GALLATIN COUNTY shsor/.� SLAB 8 GIRDER DETAIL$ � #or e- im-,0.l! -5co!e-As Noted SECTION A-A _:-1 Artf to 3-55 avr�u 3-105, DRAWING lS,•5" 1 DESIGN DATA W "N HAW.;X .7C aAfk I;K 23rd AVE _ MONTANA DEPARTMENT OF TRANSPORTATION - (w MAIN) (E MAIN'- A.0J. - 1993 - 21,000 3,800 3,500 7,100 A.D.T. - 1996 - 22,610 4,090 3,530 7,3W - A.D.T. - �18 . 3 6,700 5.190 1520 FEDERAL AID PROJECT NO . 94-306 O.H_V. _ 3,710 710 670 520 1.050 - D. - 55-45X 55-45X 55-45X 55-45% ALLGRADE , GRAVEL & PLANT MIX SURFACE HE TRUCKS S 33.4X (13.4X, (3.6%) [3.6% HEAVY TRUCKS _ 3.1X O.�X (0.6XJ 0.6X _ - V. 40 MPH 25 MPH 25 MPH 25 MPH -- WEST BABCOCK, WEST MAIN and 23RD AVENUE LETTING DATE - t GALLATIN COUNTY THIS PROJECT I THIS PROJECT r T .r - l'" i kit J � wow r.rt ti _y Y 7 C� ref ASSOCIATED PROJECT =*� ID. RO E ' 7 E RELATE02P20JECTS STPPS 5)82 111Ntt��>,�� II Des;9ned By: S. F utch P . Drawn By: T. Donolds4 E.ITom— Date; 1994 ••• Associates Helena MT •-• RPA y: LofsonPE. R rt Pecc a & Checked BobeApproved By: R_ Peccq Set Number: WB4G001 1 rN W N O = N V) l l TABLE OF CONTENTS z z " ROAD PLANS SHEET No. to Z TITLE SHEET 1 1 U Y TABLE OF CONTENTS 2 W O NOTES 3 a i LINEAR do LEVEL DATA, BENCH MARKS k COORDINATE TABLE 4 t - TYPICAL SECTIONS 5_9 i SUMMARIES Q , of GRADING do SURFACING, ADDITIONAL GRADING do SURFACING 10 NEW CONCRETE CURB do GUTTER, NEW CONCRETE SIDEWALK, PAVEMENT MARKINGS, 11 REMOVE PAVEMENT MARKINGS, REMOVE CONCRETE MEDIAN CURB, REMOVE PAVEMENT BLUETOP STAKING, REMOVE OR ADJUST WATER VALVES do ARE HYDRANTS IN PLACE 12 TO GRADE, TOPSOIL, NEW SOD do SEEDING, REMOVE TREES DRAINAGE STRUCTURES 13 TAILS INTERSECTION DETAIL & INTERSECTING ROADWAY TRANSMON 14-16 IRRIGATION STRUCTURES 17 COMMERCIAL DRIVEWAY APPROACH, VALLEY GUTTER 18 CURB INLET k APRON, 36- STANDARD STORM DRAIN INLET 19 STANDARD STRAIGHT MANHOLE & FIRE HYDRANT LOCATION 20 PLAN & PROFILE 21-22 z SIGNING PLANS � S1-s6 L-i ELECTRICAL PLANS El—E9 a CROSS SECTIONS c1-clo z 0 RIGHT OF WAY PLANS ~ R1—R3 W V) x W o F- Z U O O a` m ° i a � n m v I i d n n V) NI _W Z W Ti2 < NOTEScc 0 BASIS OF PLAN QUANTITIES UTILITIES MISC. TO BE MOVED OR REMOVED � � in COMP. GRAVEL WEIGHT 3,700 LBS. PER CU. YD All CLEARANCES OR DEPTHS GIVEN FOR UTILITIES ARE FROM BY OTHERS < � 81-UMINOUS MATERIAL < 8.5 LBS. PER GALLON THE EXISTING GROUNDLINE. NATURAL GAS FACILITIES IN PLACE ALL PRIVATELY OWNED SIGNS TO 9E MOVED BY CONTRACTOR W i COMP. Wi. Of PL MIX BIT. SURF. 3,855 L65. PER CU. YD. WITHIN THE CONSTRUCTION LIMITS SHAM BE ADJUSTED BY OTHERS U PLANT MIX BITUM. MATERIAL - 6% WT. OF PL MIX MATERIAL AS NECESSARY TO AVOID CONFLICT WITH THE NEW ROADWAY, ALL ALL RESET BY OWNER. COST ABSORBED IN OTHER ITEMS. a a PRIVATELY OWNED MAIL BOXES do STATE OWNED SIGNS A PRIME 0,30 GALLONS PER 5Q. YD. TO BE MOVED BY CONTRACTOR. TACK 0,05 GALLONS PER SO. YO. IN AREAS WHERE UNDERGROUND UTILITIES ARE SHOWN ON SEAL 0.40 GALLONS PER SO: YD. PLAN & NEAR CONSTRUCTION ZONES, THE CONTRACTOR SHALL FOG SEAL = 0.10 GALLONS PER 50. YD. USE EXTREME CARE IN EXCAVATING & SACKFILU w ADJACENT TO UNDERGROUND NG OVER OR UNLESS OTHERWISE NOTED, ALL OTHER ITEMS WITHIN THE PER S0. YD. ROUND SERVICE ONES. THE CONTRACTOR R/W AND OR CONSTRUCTION LIMITS WILL BE MOVED BY COVER = 25 L.1000NTRACTOR- HYDRATED < i LIME - 1.5% WT. OF PL MIX MATERAL SHALL CONTACT THE OWNERS TO DETERMINE THE EXACT LOCATION OF UTILITIES. SEE SECTION 107A9 OF THE STD. SPECIFICATIONS. TREE TRIMMING CLEARING AND GRUBBING TREES WILL BE TRIMMED BY CONTRACTOR DURING CONSTRUCTION. CLEARING AND GRUBBIWG TO BE ABSORBED IN THE UNIT APPROACHES (SEE SPECIAL PROVISIONS) PRICE BID FOR STREET EXCAVATION. ALL APPROACHES SHALL BE CONSTRUCTED USING THE SAME TYPICAL SECTION AS THE ROADWAY TO WHICH ACCESS IS R/W LIMITS ON PLANS SLOPE PRWDEO. NEW R/w LIMITS ON THE PROJECT ARE DEFINED FROM THE SEE X-SECTIONS FOR CUT AND FILL SLOPE RATIO. PROJECTED CENTERUNES. (SEE PLAN do PROFILE SHEETS) CONCRETE SIDEWALK EXISTING CURB AND GUTTER --NEW CONCRETE SIDEWALK. WIDTH TABLE DO NOT DISTURB THE COST OF REMOVAL OF EXISTING CURB AND GUTTER ROADWAY STATION _ SIDE WIDTH _ _BEG. END BLVD. SIDE. W. BABCOCK STA. 10+00 TO STA, 1 1+50 - SHALL NOT BE PAID SEPARATELY BUT SWILL BE INCLUDED W. MAIN 358+00.9 360+40.75 LT 0' 7.5' SIX (6) MATURE EVERGREEN TREES LEFT AND IN THE UNIT PRICE BID FOR STREET EXCAV. -- W. MAIN 358+00.9 360+40,75 RT 0' 4.5' Two (2) MATURE EVERGREEN TREES RIGHT W. MAIN 360+40.75 363+75 LT 201t 7.5'• RIGHT-OF-WAY W. MAIN 360+40.75 372+11,0 RT 3.5' 5.0' STREET EXCAVATION 23rd AVE. 19+23.52 20+13.52 RT 5.5' 5.0' FOR ACCURATE RIGHT-OF-WAY LIMITS REFER TO THE 23rd AVE, 20+13.52 21+09.52 RT 5.5'-0' 5.0'-4.5' WILL BE MEASURED FROM BACK OF CURB TO BACK OF CURB I RIGHT-OF-WAY PLANS. 23rd AVE. 21+09.52 26+39.30 RT 0' 4.5' Zj _ OR TO SHOULDER {F THERE IS NO CURB. THE EXISTING CURB W. BABCOCK E 28+34.24 29+84.18 BOTH 5.5' 5.0' AND GUTTER INSIDE THE STREET EXCAVATION NEAT ONES WILL z LLl HAU • WIDTH INCLUDES 4.5' OF EXIST. SIDEWALK AND 3' OF NEW SIDEWALK BE REMOVED AND THE COST INCLUDED IN STREET EXCAVATION. M n W N HAUL WILL NOT BE PAID FOR SEPARATELY BUT ABSORBED ADJUSTMENT TO SIDEWALK AND/OR CURB GRADE MAY BE IN OTHER ITEMS. DIRECTED BY THE ENGINEER TO MATCH EXISTING TOPO- DISPOSAL OF STREET EXCAVATION PLANT MIX a o GRAPHICAL FEATURES. _ THE CONTRACTOR WILL BE RESPONSIBLE FOR DISPOSING OF THE - 1 2 WHEELCHAIR RAMPS WHERE NEW PAVEMENT OR DRIVEWAYS MEET EXISTING PLANT MIX MATERIAL REMOVED BY STREET EXCAVATION. THE COST Z IMPROVEMENTS THE MATCH LINE WILL BE SAWED (OR BY USE OF DISPOSING OF THE PLANT MIX MATERIAL WILL BE CONSIDERED 0 Gi TO BE LOCATED AS DIRECTED BY THE ENGINEER. (SEE PLAN INCIDENTAL TO THE PAYMENT FOR STREET EXCAVATION. f rr SHEETS AND INTERSECTION DETAIL SHEETS). TO BE INCLUDED IN OF OTHER MECHANICAL MEANS) TO A NEAT LINE AND DEPTH U AS REQUIRED AS TO HAVE A SMOOTH AND NEAT FACE. 1 THE BID PRICE FOR CURB AND GUTTER AND SIDEWALK. NEW 510-WALK SHALL BE CUT AT EXPANSION JOINTS TO cy- Q SEE STANDARD DRAWING NO. 64. W MATCH EXISTING SIDEWALK. 1- Z � D RAI NAG E ; Z DEPRESS ALL DROP INLETS 0.1' BELOW GUTTER GRADE UNLESS OTHERWISE NOTED. SEE SPECIAL PROVISIONS. 0 � e ALL SPECIFICATIONS AND DIMENSIONS PERTAINING TO PIPE n .ten � ° c° SHALL BE CHECKED IN THE FIELD BEFORE ORDERING. m N a gill ~ W O = N � N l LINEAR AND LEVEL DATUM LENGTH OF ROADWAY 94-306 2,760.25 FT. = 0.523 MI. Of LENGTH OF STRUCTURE 94-306 0.00 FT. = 0.00 MIco TOTAL LENGTH OF PROJECT 94-306 z P ` 2,760.25 FT. = 0.523 MI. W Cr a a � a n COORDINATE TABLE PROJECTED CA ) - WEST AWN STREET 3 STATION NORTH EAST N o BEARING SOURCE 350+00.00 11,906.10 39.624.76 BEARINGS SHOWN ON THESE PLANS ARE BASED ON 358+00.9 12,497.61 40.164,67 MDT PROJ. NH 50-2(25)82 BOZEMAN-FOUR CORNERS 359+95.5 PC 12,641.37 40.295.89 MONUMENTS SET AT STA. 350+Do, 50.0' RT.. AND STA. 358+00.9. 50.0' RT, BEARING IS N 47-23'-20"E 366+23.2 PI 13,104.95 40,719.03 DISTANCE - 800.9' 371+78.6 PT 13.108.08 41,346.68 PROJECTED - 23R0 AVENUE STATION NORTH EAST 19+23.52 12,016.92 40.189.33 20+74.82 PC 12.168.22 40,189.29 21+92.04 PI 12,285.54 40,189.26 LEVEL DATUM SOURCE 22+91.68 PT 12,354.17 40.284.41 ELEVATIONS SHOWN ON THESE PLANS ARE BASED ON 23+62.65 PC 12,395.68 40.341.97 MDT 2" ALUMINUM CAP W/ DECAL MARKED 'STA. 358+00.9 25+13.33 PI 12,483.88 40.464.26 50.00 FT. RT. END PROJECT", FROM MDT PROJ. NH 50-2(25)82 BOZEMAN-FOUR CORNERS; LOCATED ABOUT 60' SOUTHEAST OF THE 25+99.50 PT 12,606.17 40,376.06 EXISTING INTERSECTION OF WEST MAIN STREET AND 23RO AVENUE 26+39.30 12,638.46 40.352,77 ELEV. = 4.827.01' 26+83,50 12.674.30 40.326.92 I- Z PROJECTED - W BABCOCK (W OF MAIN) Lil STATION NORTH EAST L,J 10+00.00 12,785.00 39.935.40 O 12+10,00 PC 12.788.70 40,145.37 BENCH MARKS � 12+66.19 PI 12,789.81 40.208.14 Z MAINLINE PROJ. CENTERLINE) 13+28.97 PT 12,746,05 40.25114 O_ STATION LOCATION DESCRIPTION ELEVATION 13+88.38 12.704.63 40.295.73 I-_ U W+00 50.0' LT, MDT 2" ALUMINUM CAP 4,832.92• 14+31.85 12.674.30 40.326,92 (A 0_ 350+00 50.0' RT. MDT 2- ALUMINUM CAP 4,835.81' PROJECTED - W BABCOCK (E OF AWN) ; H 358+00.9 50.0' RT., MDT 2' ALUMINUM CAP 4,827,01' Z W BABCOCK NAIL - 1/16 CORNER 4.821.26' STATION NORTH EAST 27+69.34 12.884.70 40.585.66 0 W BABCOCK FLAGGED MASONRY NAIL 4.819.73' a` 28+12.84 12.847.98 40,608.99 28+19.35 PC 12.842.49 40.612.48 c 28+88.79 PI 12.783.86 40.649.72 29+46.11 PT 12,784.53 40,719.15 En _T n tz C4 TYPICAL SECTION NO. 1 (23rd Avenue) in w STA. 19+23.52 MATCH EXISTING z STA. 19+23.52 TO 20+13.52 TRANS. TO TYP. /2 w O a LA Z N N 18.5' I 18.5' v 33.0' PRIME, TACK, SEAL do COVER 1.0 1.0 o l i I � v,1Ri Z o � ''1 w NEW ROADWAY ` V 0.30' PL. MIX BIT. SURF., GR, D 0.15' CR- TOP SURF. TYPE k GR. 2 d 1.50' CR. BASE CRS. TYPE A, GR, 5 -.02 FT. FT. .02 FT. FT.- tn W ZZ<ZZ 3: �1 L p QUANTITIES GRAVEL BITUMINOUS MATERIAL PL MIX CR_ TOP CR. BASE SLOPE SELECTION TABLE UNIT COVER BIT. SURF. SURF. CRS. UNIT PL. MIX PRIME TACK SEAL GR. D TP.A/GR.2 TP.A/GR.S CUT SLOPES 0'-5. 5:1 AREA 9,9 5.0 55.5 S0. YDS. PER STA. 366.1 366.7 366.7 CUT DEPTH AT 5'-10, 4:1 62 SLOPE STAKE 10' + 3:1 CU. YDS. PER STA- 36.7 18.3 205.6 TONS PER STA_ 4.24 0 47 0. TONS PER STA 4.6 70.7 GALS. PER STA. 18.3 FILL SLOPES 0'-10' 6:1 FILL DEPTH AT 10-20' 4:1 SLOPE STAKE 20' + 3:1 TYPICAL SECTION NO. 2 (23rd Avenue) STA. 20+13.52 TO 21+09-52 TRANS. TO TYP. 13 23.5• E 23.5' W t.0 2.0 43.0' PRIME, TACK, SEAL h COVER 2.D' S.5' S.0' 1.0� O z 0'12 D • 12.0' 12 0 MEDIAN . 3 5' LZ < N J \ O NEW ROADWAY ` Of d 0 0.30' PL_ MIX BIT. SURF.. GR- D Z O 0.15' CR. TOP SURF. TYPE A. GR. 2 1.50' CR. BASE CRS. TYPE A GR. 5 - 0.02 FT. FT. 0-02 FT. FT. Z OLLJ WWI U x 177 Q' V W - Z QUANTITIES o � n GRAVEL BITUMINOUS MATERIAL a PL MIX CR. TOP CR. BASE c $ UNIT COVER BIT, SURF_ SURF CRS. UNIT PL. MIX PRIME TACK SEAL GR. D TP-A/GR.2 TPA/GR-5 + 0 AREA SO. Ft. 12.9 6.5 70.5 SO. YDS. PER STA- 477.E 4778 477.8 rn vi CU. YOS. PER STA 47.8 23.9 261 1 TO%S PER STA. 5.53 0 61 0.81 ' TONS PER STA. 6-0 92-1 GALS. PER STA- 28.9 TYPICAL SECTION NO. 3 (23rd Avenue) c STA- 21+09.52 TO 22+91.68 STA, 22+91.68 TO 23+62.65 TRANS. TO TYP. 14 � z 4 c ? L vi z 1p c 215_ 1.0 2.0' 55.0' PRIME. TACK SEAL 4c COVER 2,0' 4,5' 1 0_ i J Pit 12 0. � 12.0' 12.0' I � I t 3.5' X I m 4 i Z M V Nall ROADWAY U Y 4 0.30' PL. MIX BIT. SURF., CR, p 3 0-15' CR, TOP SURF. TYPE A, OR. 2 w �' 1.50' CR. BASE CRS. TYPE A. OR, 5 C 0.02 FT. FT. 0- t 0 02 FT./FT.- a a a 4 Q tad Z �. ~Q ZI QUANTITIES `n I p GRAVEL BITUMINOUS MATERIAL SLOPE SELECTION TABLE PL, MIX CR. TOP CR- BASE UNIT COVER BIT. SURF. SURF- CRS. CUT SLOPES E 5:1 UNIT PL. MIX PRIME TACK g�L CUT OEP'H AT 4.1 GR. D TP-A/CR.2 TP-A/GR.5 SLOPE STAKE AREA SQ FT, t6.58-3 89.5 S0. YDS. PER STA.3.1 CU. YOS- PER STA. 611.1 611.1FILL SlCPES 6t,1 30.6 J27.8 TOYS PER STA 7.07 0.786�1 TONS PER STA 7 6 1 78 FILL DEPTH AT 4:1 GALS PER STA6 SLOPE STAKE 3.1 TYPICAL SECTION NO. 4 (23rd Avenue) STA. 23+62.65 TO 26+39,30 26 5* 1.0 2.0' 61.0' PR:ME TACK, SEAL do COVER I 6.5' 12.0' 2.0' 4.5' 1 0- 12.0' % z NEW ROADWAY W 0.30' PL MIX BIT. SURF., OR. O 0 0,15' CR. TOP SURF, TYPE A. OR. 2 Cr 0.02 FT./F7. 1.50' CR. BASE CRS. TYPE A, OR. 5 CL -- � 0.01 FT. FT. -- z O H U Li U) QUANTITIES Of 1- GRAVEL zBITUMINOUS MATERIAL PL. MIX CR, TOP CR. BASE .o UNIT COVER 8R. SURF. SURF, CRS. a UNIT PL. MIX PRIME TACK SEAL OR. D TP.A/GR.2 TP-q/GR.S AREA SO. FT, 18.3 g.y CU. YDS. PER STA. 97.5 SO. YDS. PER STA. 677.8 677.8 c�67.8 33.9 361.1 TONS PER STA_ 677-8 C TONS PER STA, 8.5 130.6 7.84 0.86 I a 0 1.15 0 GALS. PER STA. 33.9 a y ~O w N T`(PICAL SECTION NO. 5 (West Babcock W of Main) LJ STA- 10+00.00 IdA7cH ExlsnNc � STA. 10+00.00 TO 10+24.00 TRANS. TO TYP. #6 o ,. ' v=i Z O ry 17.5' 17.5' C 0 1.0 2.0' 31.0' PRIME, TACK. SEAL do COVER 2.0' A� .�I Z 3.5- 12.0' 12.0' (o o .' VRgj z r1 W U L) #I< NEW ROADWAY ` 0.30' PL, MIX BIT. SURF., GR. D O a 0.15' CR. TO? SURF. TYPE A, GR, 2 1.30 CR. BASE CRS. TYPE A, OR. 5 - 0,02 FT. FT. 0 02 FT. FT.- N W ZZ< F h QUANTITIES GRAVEL BITUMINOUS MATERIAL PL MIX CR. TOP CR, BASF, SLOPE SELECTION TABLE UNIT covER Bit. SURF. SURF. CRS, UNIT PL. MIX PRIME TACK SEAL GR. D IPA/GR-2 TP.A/GR.5 rCUT SLOPES 0'-5. 5:1 CUT DEPTH AT 5'-10, 4:1 AREA SO. FT. 9.3 4.7 A5.5 SO. YDS PER STA. 344.4 344.4_ 344.4 SLOPE STAKE 10, ♦ 3:1 Cu_ YDS. PER STA 34.4 17.2 168.5 TONS PER STA- 3.98 0.44 0.59 IONS PER $TA, 43 66.4 GALS. PER STA 17.2 1 FILL SLOPES 0'-10' 61 FILL DEPTH AT 10'-20' 4:1 SLOPE STAKE 20' + 3:1 TYPICAL SECTION NO. 6 (West Babcock W of Main) STA. 10+24.00 TO 11+14.00 TRANS. TO rfP. J7 D 5' 20 5' j _T.0 2 0' 37.0' PRIME, TACK, SEAL & COVER 2.0' ,0` z 6.5' 1210' 12.0' 6.5' I Z W L > N 0 C NEW ROADWAY d 0.30' PL, MIX BIT. SURF., GR. D 0.15' CR. TOP SURF. TYPE A. GR. 2 1.30' CR. BASE CRS. TYPE A. GR. 5 - Z 0.02 FT. FT, 0.02 FT. FT.- O � F- noWoi U ]C m N W o ~ QUANTITIES Z GRAVEL BITUMINOUS MATERIAL d PL. MIX CR. TOP CR. BASE ` UNIT COVER BIT. SURF, SURF, CRS. UNIT PL MIX PRIME TACK SEAL L e v n GR. D TPA/GR.2 1P.A/GR.5 Y g AREA SO FT, 11.1 5.6 53.3 SO. YDS. PER STA_ 411.1� 411.1 411 1 cm ^ Cu. YDS. PER STA. 11.1 2C.6 197.4 TONS PER STA. 4.75 0.52 0.70 4 N TONS PER STA, 51 792 GALS. PER STA. 20 6 d rn TYPICAL SECTION NO. 7 (West Babcock W of Main) o = N 1n STA 11+14.00 TO 13+88.38 Lm C r. 26.5' 26 5' c 1 0 2 0' 49 0' PRIME, TACK, SEAL & COVER 2.0' .0' c 12.0' 17 C. Q D' 6 5' w z IL In ro pR` r t Pi Z ,�O Er.. � I 3 ��^•ti ft NEW ROADWAY � W Chi Y t3v PL, MIX BIT. SURF_, GR. D a C 0.15' CR. TOP SURF, TYPE A, GR. 2 a -1 30' CR. BASE CRS. TYPE A, GR. 5 m -0 02 FT. FT. 0 02 FT. FT.- I v~i tL In O QUANTITIES GRAVEL BITUMINOUS MATERIAL SLOPE SELECTION TABLE PL. MIX CR TOP CR. BASE UNIT COVER BIT. SURF. SURF, CRS. UNIT PL MIX PRIME TACK SEAL CUT SLOPES 0'-5' 5:1 GR. 0 7P.A/GR.2 TP A/GR.5 CUT DEPT-I AT 5'-10, 4:1 AREA SO- FT. 14.7 7.4 68.9 SO. YDS. PER STA. 544.4 ;44,4. 544.4 SLOPE STAKE 10' + 3:1 CU. YDS. PER STA. 54.4 27,2 2552 TONS PER STA. 6.30 0 69 0.93 nLL SLOPES 0'-10, 6-1 TONS PER STA. 6.8 104.9 GALS. PER STA. 27.2 FILL OEPTN AT 10'-20' 4:1 SLOPE STAKE 20' + 3:1 TYPICAL SECTION NO. 8 (West Babcock E of Main) STA 28+12.84 TO 29+46.11 STA 29+46.11 MATCH EXISTING C 18.5' 1 18.5' I t0' 5.0' 5.5' 2.0' 33.0' PRIME. TACK, SEAL & COVER 2 0' 5.5' 5.0' 1.0' + I 4 5' �112 D' 12.0' 4.5' I % I I z 1 Z Lj �I•Rl AR' W 1 q NEW ROADWAY O �' 0.30' L. M R. D PILL BIT. SURF., G CL 0.15' CR. 70P SURF, TYPE A, GR. 2 1.50 CR. RASE CRS, TYPE A. GR. 5 0.02 FT. 7+- Z O U W Ln 0' - W QUANTITIES = ? GRAVEL BITUMINOUS MATERIAL - a PL. MIX CR. TOP CR. BASE UNIT CCVER BIT- SURF. SURF. CRS. UNIT PL- Mlr PRIME TACK ;E4i t GR. 0 TP.A/GR2 TP-A/GR.5 gCEA. 50. FT. 9.9 5 0 55.5 SO- YOS PER STA, 366-7 366.7 356.7 h m YDS. PER STA. 36.7 19 3 205.6 TONS PER STA. 4.24 0.47 a�2 0' TONS PER STA 4 6 70.7 GALS. PER STA. 18.3 0 y3 � S TYPICAL SECTION NO. 9 (West Main to 23rd Avenue One—Way) W STA. 358+48.39 TO 360+08.96 z t' 0 � z N 11.5' 14.5 v c 1 0 2 0' 22.0' PRIME. TACK. SEAL k COVER 2.0' 0` O 3.5' 12.0'_�6.5' W z m R�5 1. V P / Z �1Wf v V Lj NEW ROADWAY j M ]C O U 0.30' PL MIX BIT, SURF_ GR. 0 0.15' CR. TOP SURF. TYPE A. GR. 2 a Ov LLI 1.S0' CR. BASE CRS. TYPE A. GR. 5 0.02 FT. FT. — W Fes- Z 3t QUANTITIES GRAVEL BITUMINOUS MATERIAL SLOPE SELECTION TABLE PL MIX CR. TOP CR, BASE UNIT PL MIX PRIME TACK SEAL UNIT COVER BIT. SURF. SURF-- CRS. GR, 0 TP.A/GR.2 TPA/GR.S CUT SLOPES 0'-5' 5:1 CUT DEPTH AT 5'-10' 4:1 AREA 50 FT. 6.6 3.3 39,O 50. YOS. PER STA_ 244,4 244.4 . 244.4 SLOPE STAKE 10. 3:1 CU. YDS. PER STA_ 24.4 12.2 144.4 TCNS PER STA. 2.93 0.31 0.42 TONS PER STA. 3.1 47.1 GALS_ PER STA. 12.2 FILL SLOPES 0'-10' 6:1 FM.L DEPTH AT 10-20' 4:1 SLOPE STAKE 20' ♦ 3:1 W f- W W N 0 It 0 F_ 51 ULd Y N W F= Z r- W 3 0 a c L 0 V r' Q V e N C> W'N (A SUMMARY = z N I � I � GRADING CUBIC YARDS SURFACING LrNEAR FEET TONS � STATION STREET EMB.+ WASTE BORROW REMAtt AGGREGATE BrTUMINOUS MATERIAL w EXCAV. ca STATION KYDR. PLANT MIX CCJER CUBIC YARDS TONS GALS, rp 19*23.52 t FOR LIME BIT. SURF. MAT L O GROSS NET + CR, TOP CR, BASE PL MIX. PRIME SEAL TACK REMARKS Z M I 286 9 277 p 231d AVE. GR, D CR. 4A SURF. CRS. 85-100 MC-70 CRS-2 SS-1 20+13 52 FROM TO TYPE A TYPE A LATEX GR. 2 GR, 5 MODIFIED 364 4 360 0 23rd AVE. 79+25.52 20+13.52 90.00 40.00 21+p952 1,t 73 <.8 t9 2f0 4,4 0.5 0.6 21 23rd AVE Trans TYRI to T n2 d i _ 20+13 52 21+09.52 82.1 96.00 _ 1.5 101 6.5 26 283 6.0 0.7 0.9 29 23rd AVE Trans T p2 to i pJ 881 21 857 0 23rd AVE 2t+09 52 22+9t.68 182.16 182.16 3.2 215 13.8 56 597 12.9 1.t 1.9 56 23 d AVE T 3 22+9t.58 22+91.68 23+62.65 70.97 70.97 - 270 54 216 0 23rd AVE. 1.3 5.7 23 24t 5.3 0.6 0.8 23 23rd AVE Trons T p3 to T p4 23+62-55 73+62.65 25+39.30 276.65 246.75 5.4 361 33.5 94 999 21.6 _ 2.4 3.1 94 23rd AVE T t 1 tG6 209 898 0 T3rd AVE. 10+00 10+24 24.00 24.00 - w 26439.33 - 0.3 17 1.1 5 44 1.0 0.1 0.2 S W 8116 Trams TypS to Typ6 10+24 1 1+1 a 90.00 90q;�- _ 1.2 83 5,4 22_ 204 5.0_ 0.5 0.7 22 W BAB Trans Typo to Typ_7 "10+0� tt+tt 15+88.38 274.36 4.3 288 18.7 74 701 17.3 1.9 26 74 W BAB T p755 12 44 0 W, BABCOCK i8+12.84 28+t6.t 1 133.27 1.4 9i t0+2, 6.1 24 274 5.6 0.6 0824W BA6 E T D8 204 41 16S 0W. BABCOCK (v) 358+63 07 359+88.73 t20.66 0.9 57 3,7 /5 174 3.4 0.3 0.5 15 WM 23 ONE-WAY T 9 11+t4 379 650 0 271 W. BABCOCK (W) - 13+88.38 28+tT.:4 ADO'L SURF. 2.0 123 2.♦ 34 355 7.6 0-9 0.4 34 476 14 462 0 W. 6ABCOCK�j TOTAL 1380.75 1380.75 22.6 1500 9t 7 392 4085 90.1 4.9 t2.5 397 29446.11 358+t9 39 392 31 J51 0 W MAIN/23rd ONE-WAY 360+03.46 ADDITIONAL SURFACING (INCLUDED IY SURFACING OUANTTTIES) LINEAR FEET TONS AGGREGATE BfTUMINOUS MATERNAL 193 21 172 0 1 ADD'L GRAD, STATION HYDR. PLANT MIX COVER CUM YARDS TONS GALS. GROSS NET + - FOR UME BtT, SURF. MAT L CR. TOP CR. BASE PL MIX. PRIME SEAL TACK REMARKS SURF. CRS, 65-100 MC-70 CRS-2 SS-1 707AL 4597 . FROU CR. D GR, 4A TYPE A TYPE A LATEX • FOR Iti=ORMAT1pN ON,Y TO GR. 2 CR. 5 MODIFIED ADDRIONAL GRADING (INCLUDED W CRA1)tNG OVANTTTIES) 20+59.82 0.3 22 6 58 1.3 0.2 6 23+40. 66 0.2 10 23rd AVE. Priv. Alp. RT 10+63.13 0 5 3 39 0.6 0.1 0.1 3 23rd AVE. Publ. App. Li CUBC YARDS 11+47,78 0.2 13 1 8 0.2 0.0 1 W BABCOCK Priv. Apo, RT 11+63.09 02 13 3 29 0.8 0.1 3 W 13ABiOCK Priv. Ap,�, LT STAT*N STREET REMARKS 12+44.78 0 5 3 30 0.8 0.1 3 W BABCOCK Pr y. App. RT EMB.+• WASTE *BORROW 0.5 0 BABCOCK Priv. App. LT ~ ��V 28+80.98 8 67 1.8 0.2 8 W Z 29+49.47 0 0 0.0 0.0 0 W SA8. (E) Priv. App. RT w _ 0.0 0 0 0 0.0 0.0 0 W BAB_ E Priv. App, RT 24+59.E2 1C4 0 704 0 23rd AVE, Private Aop, RT LLJ 26+0977 26+88,38 0.1 5 0.3 1 20 0.3 0.0 0.0 _t > 13+38.77 t3+68.38 0.2 16 1.0 4 47 2Jrd Curb Returns O WM tO+fi3.t3 71 0 11 0 W BABCOCK Private . RT 0.9 0.1 0,1 4 N'B Curb Returns O WM 28+12.84 28+34,74 0'0 0 0.0 0 27 0'0 0.0 0.0 0 358+00.90 358+68.07 WS(E) Curb Returns O WM 11+47. 5 18 0 18 0 W t3<BCOCK Private App. LT 0.2 10 0.6 3 30 0.6 0.1 0.1 3 N'M 230W Curb Returns O a- tt+6J_�9 25 0 25 0 W BABCOCK Private Aop, RT Z 12+44 TOTAL 0 21.78 8 0 13 W BABCOCK Prvots Ap LT 2.0 123 2.4 34 355 7.6 0.9 0.4 34 F- U +80 y9 20 0 20 0 W BABA (E} Private App, RT W 29+49.47 7 V) 0 _ 7 0 W BABA E Prvote App. RT LaJ n � _ Z TOTAL 193 • • • FOR I%FORMATtOs ONLY a a` 0 m i rn ui F � j J l%! < ryj N N Lu - 7 W SUMMARY = z Ln � o< N NEW CONCRETE CURB GUTTER' (SEE STANr,ARO ORAWW; NO. 66 & DETAIL NO. 4) NEW SIDEWALK,(SEE STANDARo oRAw1Nc5 No. 64 65) LINEAR FEET SQUARE YARDS SO YD5. SQUARE YARDS NEW 4' CONCRETE SIDEWALK w z STATION STATION $0. YDS. NEW SQ. YOS. NEW CURB k CUTTER VALLEY GUTTER REMARKS 6' CONC. SIDE. CONC. APRON REMOVE 3.D' WIDTH 4 5' WIDTH 5.0' WIDTH 7.5' WIDTH 5 0' WIDTH 6• REMARKS j om FROM 70 IFFf RIGHT LEFT Rr.HT FROM TO SIDEVlALx LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT Z 19.23. 8 222+ 5 6- 390 6 3 11.8 23rd AY[.-Intl. 35.3' Laydarn Cara + 35C+0J.9 360+46.75 i 10.9 167 6 W. MAIN-Intl. Ap rccch Curb Ro II Lo 22+9t68 26469F-4 aB4 71,0 t80 23ra AVF-rct 1-6t'fi k 1-Z'R �+ 3fi0+ap,75 353:75.0 ISS,9 27.9 t50.2 W. MAIN-4ncl. Approach Curo Radii � Q' X 23+65.63 26+09 30 203.4 3G6 4 23rd A1+9 Q+ 363+75.0 372+11 437.5 W. MAIN-Intl. preach Cure Rod"u V l±. 26.09.<0 Z6+39.30 20.9 91.4 23rd AVE-incl. 1-10'R, 1-40'R do 1-33.7' EpL Q t9+2J.52 20+J9.82 64.5 _ 23rd AVE. CL 10+00 /3�3B.17 380.E 308.7 W EIAB-In:l 135.1' tcycorn Curb 20+39.82 20+7982 209 •J+18.77 1 J+B9.J6 92.6 71.0 276,8 20.0 23rd AVE-4.5-5.0' Width Transition W BAB-Intl. 1-SQ'R, 1-40'R Jc 1-16.5' Eat. 20+79.82 26+09.40 23rd AVE. 29+t2 tl4 La 29+51.34 84.6 56.0 37.t W W E Incl. 2-25'R do t-39 1' EXt. 28+51.34 29♦<8.11 48.3 So 9 -- :9.51-34 29+46.11 B1.1 1 G8.5 - 22.0 25.7 W. PPABCOCK E W aA8 E)- nel. 31 a' Lcydov-n Cu•b - - 355+68.07 358+68.07 4.5 SJ.fi WM 23 Ol -Intl. t-2'R, 1-45'R do I-1U.6' Ett. 358 68.0T 360+08.96 138.3 1 14.1 W MAIN/2 •d ONE-WAY TOTAL 276.8 a9.3 1 t 5 4 <2 9 sB.7 + OTHER OUAl�11TIE5 155.9 139 8 587.7 �67 35B�6B.0 5.0 West Mein, Sl SEE PLAN do INTERSECTION DETAIL SHEETS tOR LOCATIONS OF WHEELCHAIR ReAMPS. ($ OUANTITIES NOT INCLUDED IN FRAME TOTALS (NON-CAP/ FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY, SEE PROJECT STPP 50-2(25)82 (BOZEMAN-FOUR CORNERS) FOR SUMMARIZATION OF THESE QUANTITIES. TOTAL 12220f 12,90.5 18.6 t�!OTHER QUANTITIES 215.6 272.0 37.1 • 6.�ES NOT INCLUDE QUANTITIES FOR NEW CURB & GUTTER ALONG NEST MAIN AT THE EXISTWG 23rd AVEN:IE PAVEMENT MARKINGS AWPROACH (TO BE ABANDONED). THESE QUANTITIES ARE SUMMARIZED IN THE BOZEMAN-FOUR CORNERS PROJECT. l7 QUANTITIES NOT INCLUDED IN FRAME TOTALS (NON-Cry FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY UNIT JNTERIM FINAL TOTAL OTHER SEE PROJECT STPP 50-2(25)82 (SOZEMAN-FOUR CORNERS) FOR SuMMARIZA-noN OF THESE OUANTITIES, APPUCAPON APPLICATION QUANTITIES YELLOW PLANT - CALS. _ 12 12 WHITE PAJ04T - CALS. 10 10 REMOVE CONCRETE MEDIAN CURB• R8 MWORDS & SYMBOLS PAINT - GALS- CUARKINGS - YELLOW PAINT - GALS. SIA7ION " LINEAR FEET YELLOW PLASTIC 4 INCH - LIN. FT. 1507 1507 WHITE PLASTIC 4 INCH - UN. FT. T 456 1456 FROM TO REMOVE MEDIAN CURB REMARKS WHITE PLASTIC 8 INCH - UN. FT. 2279 629 1650 21+66.35 22+36.13 144 Center Medion Exist 2Jrd Ave. WHt1E PLASTIC 24 INCH - LIN. FT. 25? 25 _ 227 22454.24 22.B9-6t 1 t1 Center Med%an Appro+ch to W Main WORDS do SYMBOLS WHITE PLASTIC - SQ. FT. 811 390 a2 t 22+87.37 23+57.47 1ta Center Medion Exist. W_ Bob. E EQ QUAY1111E5 NOT INCLUDED IN FRAME TOTALS (NON-CRY FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY. TOTAL 4 88 SEE PROJECT STPP 50-2(25)82 (BOZEMA4-FOUR CORNERS) FOR SUMMARIZATION OF THESE OUANTITIES. j • L SPECIAL PROVISIONS z •• STATIONING ALONG EXISTING 23RD AVENUE/WEST BABCOCK Z REMOVE PAVEMENT MARKINGS W Q ; N MOVE EXISTING PAVEMENT" + STATION '• SQUARE YARDS UNIT TOTAL OTHER Q OUANTTTIES c REMOVE WORDS Ar SYMBOLS PAINT - S0. FT. 141 ❑- z FROM TO REMOVE PAVEMENT REMARKS REMOVE 4 INCH STRIPING - PLASTIC - UN. FT. t 328 22192.3CI ?3+6g.i5 4Z� Moir,l'ne Exist, 23rd Ave ••• REMOVE PAINT STRIPING - UN. FZ. 1165 24+12.75 25+13.63 7 Mainline Exist. W. 8ab. E - - Q 25�49.56 27+84.30 7 Mainline Exist. W. Bob. (E) ?9+tOr LT 17 Xist. W. Bot. E W Y m �_ roach to W Moin OUANTMES NOT INCLUDED IN FRAME TOTALS (NON-CITY FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY. SEE PROJECT STPP 50-2(25)82 (BOZEMAN-FOUR CORNERS) FOR SUMMARIZATION OF THESE QUANTITIES. O TOTAL 1572 W • 5EE SPECIAL PROVISIONS FOR PAVEMENT DISPOSAL H •• STATIONING ALONG EXISTING 23RD AVE.NUE/WFST BABCOCK Z ••• INCLUDES EXISTING 23RD AVENUE APPROACH TO WEST MAIN. 4WtNTmEs FOR � 0,'E'W CURB k GUTTER ALONG WEST MAIN FOR THIS LOCATION ARE INCLUDED Q N SUMMARY SHEETS FOR THE BOZEMAN-FOt1R CGRNERS PROJECT. o_ c c a � w v 'n 10 u G I ° o o+ w a 3 t� Ir � I N O = N r fn v 2 ra 4 SUMMARY = z lk �, K C DLUETOP STAKING REMOVE OR ADJUST WATER VALVES k FIRE HYDRANTS IN PLACE TO GRADE REMOVE TREES - LUMP SUM • t STATION 3 COURSE REMARKS STATION EACH STATION LUMP " REMARKS m a FROM TO MILE WATER VALVE FIRE HYDRANT REMARKS FROM TO SUM Z ID o v 19+23L52 20+13.52 0.02 SUBGRA_DE - 23RD AVE. LEFT RIGHT LEFT RIGHT 12+13 86 5 RT. - W BABCOCK r '� 4 19+23-52 20+13.52 0.02 BXS_E�COURSE - 235D AVE, -- 12+19.02 - - 5 LT - W BABCOCK C7 < 3 19+46.37 1 4.ow LT - 23rd AVE. - w m 70+t3.52 2t+09.5Z 0.03 SUBCRAOE - 23RD AVE - - 20+13.52 21+09.52 0.03 BASE COURSE - 23RD AVE, - - ----- 21+09.52 26439.30 0.20 SUBORADE - 23RD AVE. t2+2065 1 _ 18.23' RT - W BN3CUCK L a r 12+57 52 1 33.77' RT - W BABCOCK n 21+09.52 26+39.30 0.20 BASE COURSE - 23RD AVE. 12+62.99 t _ 37.02' LT - W BAB:_ADJUST TO GRADE 10+07 _IO+24 0.01 SUDGRAOE - W- BABCOCK - v 29+30,44 1 14.69' LT - W 8AB(ET RELOCATE - 10+00 t0+2a 0.01 E COURSE - W- BABCOCK TO STA. 294-02.05, 21.5' LT' <I 10+24 1 t+14 0.02 SUBGRADE - W. BABCOCK - TOTAL t W 10+24 t 1+14 0.02 BASE COURSE - W. BABCOCK --- - • INCLUDES TREE STUMPS (SEE SPECIAL PROVIS.DNS) , 11+14 13+BA.38 W. BABCOCK TOTAL 1 2 li 2 •• SEE NOTES FOR TREES NOT TO BE DISTURBED vt 11+14 13+88.38 0.08 BASE COURSE - W. B49COCK • SEE PLATY SHEETS AND DEAL NO. 8 FOR NEW K ORANT LOCATION. � 28+12.84 29+<6.11 SLID. DCK E 26+12 84 29♦46.1 1 0. BAS OURSL - W. BABCOCK 'E)- 359+48.39 360+08.96 SU C - WM 23RD 0vE-N'AY TOPSOIL, SEEDING & FERTILIZING (SEE SPECIAL PROVISONS) 359+48.39 360+08.96 OU SE - WM 23RD Or._-WAV ACRES CU. YARDS ACRES STATYJN AREA SEED FERTILIZER CONDITION REMARKS FROM TO NO. 1 NO. 2 NO. 1 N0. Z NO. 1 NO. 2 TOPSOIL•• SEEDBED TOTAL 0.82 I) 358+OD.9 360+40.75 !- t o'I 0.1 28 0.1 W. MA;N I.ncl- approoch curb rodii G) 358+40.75 363+75 0.1 0.1 05 49_ D.1 W. MA'N Incl- approach curb rodii +�J358+4039 372+1 L0 0.1 0.1 0.1 49 �0.1 W. MAIN Inc[- c roach curb rodii 26+39.30 0-2 0.2 0.2 _ 81 _0.2 23RD AVENUE 13+88.38 Q 2 D.2 O.Z _ 84 0 2 W. BABCOCK W 29+46_1 1 _ _00 0.0 0.0 20 0-0 W. BABCOCK (E) 60+DB.96 0.0 0.0 O.D 15 0-0 W. MAIN 23RD AVE. ONE-WAY �3+y�1;• 0 1 0.1 _ .t _ 47 0.1 MAI UNE EXIST. 23RD AVE. 24+12.75 +1 S• Di 0.1 _ Q1_ _ 42 0_1 MAINLINE EXIST. W. BABCOCK E L+210� - 4 . -_ .1 _ 0.1 1 7 .1 N�,INE EXIST. W. BABCOCK (E) 29+1Of LT • 0-0 0.0 O.0 t 0-9 EXIST. W. BABCOCK E roach !o W Man TOTAL 0.7 0 7 0.7 386 0-7 + OTHER QUANTITIES 0-3 1 0,3 0.3 124 0.3 • STATIONING ALONG EXISTING 23RD AVENUE EST BABCOCK •• TO BE FURNISHED BY CONTRACTOR. Z W O+ QUANTITIES NOT INCLUDED IN FRAME TOTALS (VON-CITY FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY. :2 SEE PROJECT STPP 50-2(25)B2 (BCZEMAN-FOUR CORNERS) FOR SUMMARIZATION OF THESE QUANTITIES. W O a Z O F- U W (!1 !r W Z V It 2 a. � + 5 a+ ° I � � n a - Li a � ~O = N P- H I W D Z SUMMARY ^ zot eq N v c 0 DRAINAGE STRUCTURES W Z LIN. FT, NEW IRRIG. NEW CURB INLET NEW MANHOLE EACH CU. YOS. LUMP SUM EACH EAC-i W m � MODIFY f- 5zAT)ON 36- STANDARD STD. STRAIGHT REMOVE CULV. BEDDING RIPRAP PLUG k REMOVE NEW CONCRETE Z W DETAIL NO. 6 DETAIL NO. 7 CURB INLET/ EXCAV. MATERIAL ABANDON CONCRETE IRR11GAT10N REMARKS V # 12' 1 S 1 e' 18x29' YT 18.48' CATCH BASIN CLASS II STORM IRRIGATION STRUCTURES W a1 Y RCP RCP RCP RCPA CUP RCP Box MANHOLE STRUCTURES DETAILS NO. 1&2 � O FROM TO IRR, IRR. IRR. IRR. IRR_ IRR. LT. RT. 4� 60' LT, RT. (� 358+68 1 _ W. MAIN ST,-Type 1 Curb Inlet-Std. Dw9. No_ 54 358+69 .35'7+12 2 56 /9 W. MAiN-New Curb Inlet 45.0' LT to Exist. Storm Drain Outlet 78.0' LT 23rd AVE.-Plug dr Abandon 12' Inlet Only # 22+C-4 2 1 _ 23-d AVE.-Ex.st_ Linas to be Plugged r/ Concrete 22+10.05 1 23rd AVE-Exist. Lines to be Plugged w/ Concrete 22+76_ ._97 1 23rd AVE - LT N Z 22+76,fl7 22+i1 EB <0 � 13 23rd AVE,-New Curb Inlet 21.50' L1 to Monhote 57.93' LT O 22+91,68 56 - - 19 1 23rd AVE.-New Curb Inlet 33.50' RT to New Curb lalet 21.50' LT 2447539 1 23rd AVE.-Remove Catch Bos;n-Exist. Line to be Plu ed w Corcrete 24+74.5 24+85 8 8a 40 23rd AVE.-Exist. Storm Drain 44-0' RT to Exist. Storm Drain 32.0' LT 26+3D 95 1 23rd AYE. - LT 26+3095 25+52-76 138 ___ 46 _ 23rd AYE_-ticw Curb Inlet 31,18' LT to Exist Curb Inlet 104,99' RT 9+79 32 10+00 10 W. BABCOCK - LT 11+6965 11+80.15 _ W. BABCOCK-Add S. Wod, Port-ol Cover Ar N. Retrnn. Wall 11+79.47 11+88.D6 1 W. BABCOCK - RT - Remove 11+79.48 12+10.08 36 12 W. BAS-End Storm Pi 2256' RT to New Irri . Struct. 39.72' RT 1 W. BABCOCK - RT- 12+1007 12+21.62 1 W. BABCOCK - LT 12+14-08 1?+19.05 - 12+15.74 12+1fi.37 70 23 W. BA8-New Irr' . Struct. 37.13' LT to New Irri . Struct. 33.09' RT 12+15.74 12+23.87 1 W. BABCOCK - LT - Remove 12+17,89 12+19.16 8 J W. BAB-t.cw Irr' StrucL 39.18' LT to Exist_ Storm Pipe 45.18' LT 12+I8.97 12+22 08 4 1 W. BAB-New Ir6a. Struct. 35,46' LT 10 Exist_ Storm Pipe 35.90' LT 12+47.43 12+53.01 14 5 W. BAB-End Storm Pipe 27 G6' RT to New Ditch 40.66' RT 359+15.00 1 w Moin 23rd ONE-WAY TOTAL L20 40 50 70 4 80 4 1 3 152 13 1 3 2 OUANTITIES 1 1 1 19 Q+ OUANTITIES NOT INCLUDED IN FRAME TOTALS (NON-CITY FUNDING) - SHOWN FOR INFORMATIONAL PURPOSES ONLY. SEE PROJECT STPP 50-2(25)82 (BOZEMAN-FOUR CORNERS) FOR SUMMARIZATION OF THESE QUANTITIES. D Z Z Q LLJ o M lr W ''1 N O EL Z � Z O Z O_ F= pN U ]C O U W o ~ _ Z UJI V e O a` c � o u w Q v n u� Z 1 � L° 9 O a � N f X i J 0 03i !\ = 4512'31' LT. A = 185'27'53' P.T. A - 9rT00'U7 LT R = 150.78' R - 75.00' R - 150.78' / I_ - 1 15,97' L - 242-77, L = 236.84' �• rw�,O + T = 62.78' T - -1,571.51' T - 150.78* / z'z D = 36C10'OCf D - 3900'0C / e STA 36U+40,7.5 W Mnir� � STA 14 4- 31 .88 W Babcock) TA ,,. ,i Lvyao,.n curb (Typ.) rJ� 1"i TA , ♦ i ir) J l/ C CD ._ t�:l *xPf,�� N',E*5!'ti t - 0�. rrllPW (�}r�)1 � �'• / � r � r' � � TA � `\� � MAN c.T - LL i� i. 15.1 TAy;Ro H-�� lt3LF I .C's� K,kli r .` \` o /� 'Y , c!A 363._Si 'T, ZIA 16 _ < - WEST "N STREET z TA �, � c? 7 ` PI STA 366+23.2 F 0+00.C10 Moir fl EXISt, W. Babcock 0 L'J /`b �\ srsYQ 47'19'317' RT C] 5X •• i' D - 04'00'00' J L 1,183.10' a 'l 1 T = 627.70' o ��is� ?/ R - 1,432.395' S T'9 XQ l! TA t E 131.49' v jr /*.9 ?� _ c1A J594 73 61 40. 21At L±Dj 79 w 9 v A +ST 3 VITX x0 � 5 74 ) S r TA +1 009�p l� / J f o r� tT `/t, S p �� Zvi., w r !� 0� \ / `'. , 0� 1 � �� a Of a-_ 95 Z Q T25- -R5E W LLJ z Z X 11.41 4g I ti. x o /'%/ �5 n NOTE: ALL DIMENSIONS ARE n _ TO FACE OF CURB la () N G - 58,06115" LT. o La a W L = 126-76' z T = 69.44' tW' O in 0 = 45.50'12" s N z o k Of Q N O J c T C lP D W z m It so G o W. ""y ST. a x a cs 0o so�� 4r o �: 0 0 CD r� G W f� r0 O z 0 % �� O U) 0 O � N fl T2S- -R5E p o / 0 WEST "N STREET z PI STA 366+23.2 A 47 19'3Cl RT. T 627.70 0' R = 1.432.395' E = 131.49' j / z 6 r a+ Z LLJ + 76.93' RT. > N 0 N Z N(� W W O w T4 • �' a' 08 YELLOW (TYV) �` fU H- 3 N Q `89'2T5SE w BABCOCK ST- O p i Ed Y t� / O O O Ed �j W o ;e: /•. TA 2R+q2-Q5RT / Loydown Curb (Typ.) �1{7 a c U` P N 29+46. 11 Match SID-562 a c NOTE: ` ALL DIMENSIONS ARE ' TO FACE OF CURB a g ' je - 185T 25'l RT. 0 = 54'12'S5 RT. �D Ln w 75.00' R - 229.18' L = 242.77 L - 216,86' _ -1,571 51' T = 117 32' tih ST4 3' ♦ \ ` c I 's 9x i z �1 D = 25'00'Od' � p t` ry : V, < ' m Q STD t `plc A`S � 4 `tye, �O SA 4 RNN ' W Z N SS •� Z QO T2S- -R5E r- U 4! N W r I Z N W Ir ., o o, 00 1 21 00 IPC 20+74.82 w o W ct 1: 24" WHff ) < Loydprn Garb o A + a a BEG. 8.1 TAPER RT. Ln 2 O � W Il c 11 i l 7 w II II I 1 1 a C I 1 m 1� 12. 12 . 19+23.52 Match SID-562 NOTE: � ALL DIMENSIONS ARE TO FACE OF CURB N � � N NOTES: Price for irrioation sVctures stroll0 include s ~ _ c' all excavokm. b 0404, Drecost concrete, (( - ~ v' tiew N'aterrron pro�np, slide gales, and P'pe connections. I` _ Z 30" Model CID Cbnar Gcle Fniehed grade-GII to within 4' of w ;•-cr toy of structure on all sides. Match Grating To Ft Around 30" Outlet t Cale Frames and Stems (Typ) Reinforcing for p!eeast concrete structures m Bard All Notcr•ed Edges to be oetermined by fabricator, subject to h the requirements for rubmiltol review. ztv —� Insert new Inlet pipe tongue ends directly into bell ends precast into vaults New outlet pipes require - - - - - double-tongue adapters which should be inserted - _ —r d1rectly into precast tell ends in vaults, -o - _ wm 17 W SUMMARY OF IM'MALS: New Waterman - W ur 12' NoCel C10 - Item Ur-it LT RT Carol Got. _ - Trench Ewcov. CY 7.33 6.t5 12" Dullet - Reinforced Concrete CY 2,71 3.05 - a. I O -' 17" Canal Gate EA 1 0 -- _ m New trcVicnos (or cp..a11 _ - c 15' Corot Gote EA I 0 �.• Gai1amzea Steel GW 1-t/1I - - ;,, 30" Carol Cote E4 1 - to r3/16' fratinq w/ 3/16' Steel gar Grote SF 27.56 35.25 ; Ecie 3ancinq Cn Aft SS,des New Waterman f3 uil .ij,h po,els not 10 - 3D' Model C1 W exceed 't0 lb. each} Corral Cote \� ►- 18v29" Outlet __ it Precast vault 6- Reinf. Concrete (Typ.) - - Open-mg far New McNichols (or equal) -1 Ditch Inlet Colvoruted Steel Gw 1-1/4 x3/1ti Grating - Ede Bonding n �4 panels as shown not W to exceed 110 lb. each) 17 - Concrete weir U 1� 18" Outlet 1 flx29' Inlet / �' C 1 fS 1 New Waterman / lir Model C10 Precast Ya,,lt 6,-cr Car-of Gate 6" Re-.nf, Concrete (Typ) ill" Outlet 12' o z NEW PRECAST CONCRETE IRRIGATION STRUCTURE West Babcock Sto. 12+14.1-12+19.1 , 33.1'-39.2' LT " NEW PRECAST CONCRETE IRRIGATION STRUCTURE Z West Bobcock Sta. 12+10.1 -12+21 .6. 37.1'-43.0' RT 17 S-a' Leege (Typ.) w 5'-3' Grat.nq Panel Typ. a Z ---- ------------------------.._.. - - Y-4 Ledge (Typ) ~ W Z 5'-3 Grating Panel (Typ.) � W n Pipe bell C � N far nominal 3d —Pipe bell 0 -. CSP Mr. out%t for Class 3, 1 c precast rte vourt t8x29' RCP Irr. '-nlet Precast into vault Pipe bell r 1 for Class 3, ry Pipe �elr- � f tBx29' RCP Irr. outlet Pipe bell rtw Ctcssb2. �� -- !ell � for Class 2. precast into vault Z �- for Cloys 2, 1 B� RCP Irr outlet + T RCP Irr. ou let 0 w Ir RCP Irr. ou!kt precast into vault 1 precast Into VIA /}o 3 N precast into vault i '� I 1 w Y m I + ! Ditch Inlet U U1 cO.� i I 1 W <m< 1 a Inv. Elev.-481712 I.V. flee.-4817-521 T.210i Inv. Ellv.-48,902-f �-:nv. Etev.=4819.02iInv Llev.n«17.12i SECTION6� Reinforced Concrete (Typ) - n O 17 -SECTION ; f tN r W lV. r N Curb Radius Wo00 = Z - �I N [ t Maintain Proper Sideyord r Setback Per Zon,-g 4 r Regulations. ` �Q c tr u m c — M Volley Gutter Z C L Curb do Apron poured Monolithic Unless Otherwise Approved. Flow Line C cc C c � t s Max. Throat Width a l 'a G 35, Commercial ` Contracton 0irts Space At 10' Public Approach g 40' Industrial I 4 Intervals M Curb And Gutter. of F G O L 3 Expansion Jointer Q ,8 18 d I � � 4 Expansion Joints At Curb Returns = U G a a0 Sidewalk Contraction Joints r Spaced At 5' Intervals Minimum Depth 1•. 5'• Back of Curb a QI Mansion Joints To Be I 7 } � Placed at 25' Intervels. I Flow Line Edge of Gutter u w QExpansion Joint Material Salt Be 1/2' Thick Pre-Formed Bduminous Treated fiberboard F;Iler. Bock of Curb All Curb Replacement She?I Be Done With Integral Curb And Cutter Unless Otherwise Approved. Flow Line ---Edge of Cutter , U K W ` O COMMERCIAL DRIVEWAY APPROACH VALLEY GUTTER ,B ,g r Grade Established As 1/4' Rise Per Foot From Top Of Z LA,djocentFou, urb Dr Matcn Existing Sidewalk Code. W LS1*P@ Approach Major Roadway Property Line Wriveway Portion imum 6" Thick Minimum 6' Thick 3000 Concrete 3,000 Concrete d _� I Sloplise 1Sl Per Roodwoye - - Curb dt Cutter �- ?ypicol Section Z A O I 7 3" Washed Rock Washed Rock 6 Washed Rock U 1' I 5'• Variable I 2' W VdricJle I LLJ f Z u 0 SECTION SECTION /D1 a Or Match Existing Or Required Sidewalk Width a n a � N Ali u Intel Costing ~OLAJ N Neenah R-3057 _ a•IFCO 515-7 W D 2 = 2 < 13, 0 1 — N T-als,tion V C Integral Curo v Z W m 7 I I z ro W u 36" R.C.P. U < 3 Expans•ort Joint I I I ( iv �� ASTl s 2 0 0,Class ss 2 19 a o CL&Dron I M Removabe c«t� I I _ � � ,• JL _ __ G a II - II Block out For v~i 0 inlet Pips With W.W.F. 6.6 0 x n4.0. Concrete S+ron Be 350J p.s i,I cV Thick With Compacted Subbase Course. I <' S, �• 6" Precast Bose ? 0 N _ w 2 0 z N n J . 0 ~ << I •� -- WO �l N 0 0 43' O.0_ C, p ? moo CURB INLET & APRON - TYPE 1 M z 19 D 36" STANDARD STORM DRAIN INLET U '" 3. 19 3' For Single Inlet 6' For DouS's Inlet W Normal Curb Section 2 See Sid. D.g. No. W 02721-2 For Z Inlet Castings_ 4 Adjust To Grade. LIJ E M xpansion Joint 5/8 No. Smooth Rod 2 W( N k 5' Transition On T 'hread Each End) Both Sides Of Inlet O c r` ! a o Z 1 0 • • O a � • o • L to <• o.;e•a ` O N w o•• o Gutter Depression co•••a • o• t . o_ N q ov•4 W Y m To ToD Of Grote x 4/4 �P•S - `'c ►o•o • V •�:.of Welded W.re Fabric to o w F— Subbase Course Z I 0 a SECTION SECTION 0 19 v 9 � 19 u o Q t � � C X n rn In ~O W N F 2 fn L Standard costing dr cover-� Frame and cover to be either Coird No. 52441, L MCI 305 frame. SOSA cover, at IFCO 772 irome, 772-8 cover. Covers sholl have 1"pick hoes. _ N Vf r t Adjvstinq rings _ Flat slob cover Y Mm,-1j Max. --------- •a All joints between manhole sections, M _-------- monhote ring do top section, and around sewer pipe into manhole shoal Z 0 24' or 2Y be wotert;qht Jointing material sholl M L < Opening be Rom-Nek. or equal for oil joints V d 3 except between sewer p:pe and manhole wall. j C c 2 C C As Requ,ed Q. t 0 Precast reinforced concrete monhde � riser and cover manufactured in accordance with AS;M designoGon F Z.a C-478. L - Property Line j - w a V ca v W c In'u H z o • Cutouts as required N a'a - - - - - - - - - c o r s � o D ° • D ° n DLull 0 e ; � D Precast or D � '� I poured-in-place Doss. Poured-in-place base, minimum concrete tnickness below pipe is 8'. Precast bose, minimum ' Chonnel Dio_ of Pipe thickness is 6�. D ° Z • 4 o ! a S+dcwolk o 0 N Fire Hydrant n STANDARD STRAIGHT MANHOLE m 20 -- Curb & Gutter Z Radius of W� Storm drain manholes shall not Monhaie W have formed channels. and the --- -�1 � lowest pipe invert sholl be 0.75' higher than bottom of manhole. z - o U • Water Man W d Dio, of ' a Sewer Pipe c LLJ Z u e Q SECTION HYDRANT LOCATION 20 Boulevard Walk Detail 20 Imo ° I a� n m N fp 7 d STA 12+48-7 STA. 12+7fi.2 STA 17+20 7 STA 121 63.0 S1A. 29+09.6 STA. 294 15+2 S1A. 29+02 1 U.C. TEL V-ING 5- WATER L,NE Y-Ma FXIST. WATER VALVE EXIST, FIRE HYONAN1 F' WATER LINE X M. U f: TFL X-ING RESET FIRE HYDRANT ULPTH UNKNOWN DEPTH UNKNOWN 18.2' RT.-ADJUST TO GRADE 37.0' LT.-ADJUST TO CRADE DLNIH UNXWY*N ULPIH UNKNOWN 21.5, tT er STA. 12t68.1 STA. 12+87.4 alk 1L*b/.!3 STA. 28+133.4 :TA. 29+30-5 O r GAS LI-.E X-ING 12' *ATER LINE X-ING EXIST. WATER VALVE Ir SAN SEW X-ING EXIST FIRE IMPkNT W DEPTH UNKNOWN DEPTH UNKNOWN 33.8' RT.-ADJUST TO GRADE 30.T LT-RELOCATE zW \� Loz New Sidewalk l0 510. 372t11 � r'1 V vy z LIT l � o ' 3: Cr N EL W. BABCOCK � a' io O In tJ J j , ' vt STA 366+23.2 RT. D = 04'00 0-' W 5 w a e/T u C 1.183.10, U tv w Ipa�... 1 0.7 N i / T = 627+70' NZ ri ✓1 R = 1,432.395' � UR O +�iNS o++ E t 31.49' � z -R5E N ' T2S+ U C UIn - c � o! K46 nnm6yy ��, ^ 3 TOP+E63C RT, 15' nx� - - o i STA. 11+47.2 L 24' + V Nv p STA 11+631 RT. JS' 1 � '.a:*�co I -z t Q Zga 1 -z ,: STA. 12+44 8 LT, 35' 1 tv�^ dtr,3t R d3Y �. '4 1 � d. i t6-- ioo 4zcy �z n qtn�� STA 28+8t 0 RT. 24 1~xY r o ewe ♦ SON . n I-oY •i xri I . " r. 4, �cY�c STA 29+t9 5 RT. 24' VIZU V1xN wtA to N tnzn 0 iN zn 101 i0 V.Zn �uj✓1 In " Nr W)NW VtW STA. 10+00-11+50 LT, do RT. STA. 10+63.1 STA. 11+47.2 STA 11+63.1 STA. 12+44.8 STA. 28+01.0 STA 9+49.5 DO NOT DISTURB MATURE PVT. APP. RT. PVT. APP, LT. PVT. APP. RT. PVT. APP. LT. PVT. APP. RT. PVT. kPP. RT. EVERGREEN TREES IN (35' TOP) (24' TOP) (35' TOP) (35' TOP) (24' TOP) (2 TOP) CONST. PMT. AREAS. CURS, GUTTER k R T I ALK T - ci L - U 1-1 1 h 1-38.1' EXT. aC13 r W PVI STA = 13+05.88 a o fi c Z PVI ELEV 4825+58 ;o rn c o F- AD = 1,53 , ten Z Q w K 81.94 + # o o LtJ o LPVI STA = 10+62.50 0 ,mooN PJI ELEV 4820.65 125.00' VC n j N A-D. _ -1 76 n o O c K 71.06 m o c o o• ellCr o 125.00' VC ;0E in cu i Cl z 0 n av CL Finish Grade o a_ CL Finish Grade ? m °-- - .� West Babcock o West Babcock s c. (E. of Main) 2 i 3 w w ZZ (W. of Main) n a c; _v O W N W - w Qm 4825 D v- O W 4820 0.25 x 4820 t o-aGOUS Z .o 1 41815 CURB. CU!7T do o CURB h UTTER T B VD I A K RT. , . C T o 4U- RADIUS 4810 �+ tar m` �� ,a N� iH ,.m 4810 - - c� ci C 0 gn o m tcn>I to, S a m g S Co 00 1 m to a m =toQ �� m 9+00 10100 11+07 2+D0 13+0D 14+00 ( 28+00 29+00 30+00 'g 8 STA. 19+46.4 STA. 7 +21-1 STA. 24+00.7 STA. ''6420.6 N 6- WATER LINE X-INC IT STORM LiluN X-ING IT STORM DRWN X-iNC U.C. CABLE TV X-ING ' DEPTH UNKNOWN DEPT14 UNKNOWN � Cld N ':,IA. 19+4p.4 STA. 358+37.6 5TA. 358+64.6 y,A. 2p+2/.y O N EXIST. WATER VALVE I* SM. SEW. X-ING U.C. TEL X-ING VG. TEL X-ING 4.1' LT.-ADJUST TO GRADE STA. 358+46.9 STA. 358+87.4 DEPTH UNKNOWN ?6-iGAS LINE X-ING U.G. CABLE 1V X-ING STA- 359+12.2 DEPTH UNKNOWN 21- STORM DRAIN X-INC w 0:IN uL > c r 1`I 1 ��t 1,�� N Z cv cu Rkft _/ ,� ` `gyp ` \��• In C5 In in t p W X 1 C9w = N J w m� O 1 3 Ij W 2 vix m i ,_ o 2 p 0 8 a Na a aj �m Jrn a ; �, �. I. �n� , aN a ZZ „ 7s U �j Z UJ ^Z 1 �a, J�� d� I�liDp1 J M� OZ �y N N� O O J n2 ♦= n!�• 1f OZ Oh �[1_ CO— 06 K Ym n 1` pm>w n� n�_ .� �'lU O Y Ymr�'j� �o—fa Qom oo� + ow air^ :O nm rl °'© b nr wpm n- ! . & .7 p ((+paa N�� NUJ NSW NVW C4-C4 CA NWN NUJW� N�W NNO V Ix NUJ NZnw '�'IU� �A7J � m a rii I vial voW !`n� °! Zrn 3^Zf., �� Z�� 3�! opw CURB OPENINGS ` o boo 1itr A I. AJ: 11x. � +n rrOr� Fw�oY .difr �zY �oY_ lw �hX STA. 20+59.8 RT 40' F Y �wvj r- o in {n wJ in In w of Ln o IA Y In N Z N In Vf VI W� VI W(/1 1/»Y 4 l'7 L n V1�u5 !/ t N Z* {/1'A• STA. 20+59.8 STA. 23+40A PVT. APP. RT, PUBLIC APP. LT. (40' TOP) (25' TOP) N C R JTT=R T. °D R CU7T R T. R TT T PVI STA = 19+58.52 !N L. 1- 7' U ro� I L - IU - L 1- !U PVI ELEV - 4025.52 n n A AD. _ -0 65 (NI CIA N J K = 77.57 in PVI STA - 25+64.30 +0 0 6 =' n PVI ELEV - 4824.02 a- n Z + Li N K = 1fi9.23 f o din n P o CL Finish Grade '' m n ^ ` ;o `p o CL Fnisn Grade E V) c u, ?,� c N 0 t r+ n m v > W Me.n 23rd Ave c o` N u V a 23r0 Avenue u a + m c One We _�'`- o Y O o �; Y <� 0 3 a [N Q. _1 u0 53 c Zv <� r, 44 R I __ _ n Go Ajc N + In + w0 N O_ - 79 ? t _ 4 4 F- 4825 - - I -0, 4825 V) w 4820 - -- - - 4820 - I Z 1 LIP I o 4815 -- - - - - 4815 - - a I CURB GUTTER k SIDEWALK RT. CUR GUTTER a. T 4810 - - - N N N N �'0 n .� Y - Y 4810 L�-�� n O rr� N m N Y n "1 rf '�a� .n 'vim C'n •'1 -Orn �A m.- O ud CD O 0 i0 N'e� m O o m m r`^ r; ':,6 o,6 o'o ri ri n n Y Y h r h Y of v�'i to,rj 'o u» h N NN NN NN NN NN NN NN NN NN NN NN IN'N NN NN C V N �N �N mCW N ODD i0 Q7 pD ¢l m •-0 a; 13,,n 9� x� m C/m m m a �m a� � � Y P a Y COf ♦go <Y YY Y ! Q♦ ♦Y YY ♦�' ♦ ♦ Ir o ♦ O+ ♦ Y ♦ Y O Y i I 22400 23400 24+00 25+00 26+C19+00 20+00 2 I Y 354+00 360+00 S LJ F _ V1 W O SUMMARY N SIGNING & DELINEATION QUANTITIES m � � I Z MATERIAL UNIT TOTAL Q OTHER W 4m SIGNS-SHEET ALUMINUM-REFLECTFVE SHEETING A SO. FOOT 17.5 4,$ 3 SIGNS-SHEET ALUMINUM-REF_LECTNE SHEETING B SO. FOOT 52.2 __ 32.0 a SIGNS-ALUMINUM SHEET INCREMENT $0. FOOT OVERLAY-SHEET ALUMINUM SO FOOT POSTS-STEEL 'U' POUNDS POSTS-METAL "U` DELINEATOR LINEAR FT. ! POSTS-TREATED TIMBER-BARN-}TOP 0 LINEAR FT- POSTS-TREATED T:MBE_R-BARN-CTOP 0 LINEAR FT. POSTS-TREATED TIMBER-BARN-STOP 0 UNEAR FT. t i O POSTS-TREATED TIMBER-BARN-GTOP 0 LINEAR FT_ POSTS-TREATED TIMBER-CLASS 4 LINEAR FT. POSTS-TREATED TIMBER-CLASS 3 LINEAR FT. POSTS-TUBJLAR STEEL POUNDS 1043 306 POSTS-STRUCTURAL STEEL POUNDS OVERHEAD STRUCTURE-METAL-CANTILEVER LUMP SUM OVERHEAD STRUCTURE-METAL-BRIDGE LUMP SUM OVERHEAD MOUNTING BRACKETS-METAL LUMP SUM GUIDE POSTS EACH FLEXIBLE DELINEATOR EACH DELINEATOR-DESIGN A EACH DELINEATOR-DESIGN B EACH DELINEATOR-DESIGN C EACH DELINEATOR-DESIGN D EACH DELINEATOR-DESIGN E EACH DELINEATOR-DESIGN F EACH DELINEATOR-DESIGN G EACH DELINEATOR-DESIGN H EACH REMOv< SIGNS-GUIDE EACH RESET SIGNS-GUIDE EACH MISCELLANEOUS WORK LUMP SUM BARRICADE-TYPE LINEAR FT. REMOVE SIGNS EACH 23 14 RESET SIGNS EACH -- H Z Li LLI O ® QUANTITIES NOT INCLUDED IN FRAME TOTALS (NON-CITY FUNDING) SHOWN FOR INFORMATIONAL PURPOSES ONLY. n SEE PROJECT STPP 50-2(25)82 (BOZEMAN-FOUR CORNERS) FOR SUMMARIZATION OF THESE QUANTITIES. Z O I— U LLI Ln ty Ld o ~ Z v 0 0 CL � V I � -- r c C S G O � «1 W 0 0 3 3 g 2 env o n cri/ c • n o yc� c c cyy < n ^ n o W O N Y n eZ - n Ln in Q R Q < in �ii n N vl ut vlat N - N cr N & c h r5 I NIK V1 V1 W �; �� 4y W 1�1 WC WC WC Z W 0 0 4C7! O O O OC m Z W w 0 3 v�i o�� ` ac v � H I fq Li r MD O .9 dot s N � �JH "Vj♦♦'�O� q o 0 o o � o o P �� — f 1 I 1 I I o O 1 1 1 �y� N `i.7H�OJl,��p/yy o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 S 1 1 I I o p w w w rn rn w h aO w w ^ N yo d� SIW g� of `o V L t� `�J 't'•�jS � =d 0 c�� Z NW o o l o o pp o f q o F0 0 0 to o/ Ilo of j 7 I ' O N n IID to OH,,� m < < e m o (n LJ � v IS z N /�' O/y a m rev a H N N^ N ti - P N om N N w ^' 1 1 ai 1 1^ I n 1^ 1j I 11 1 1^ 1 1 m 1 I O 1 O W ^ 1 1 1 ryn a I I 1 1 I 1 1 I I 1 ♦ I I n ^ I^ 1 n f l f l h w K H a a r K•� S n Nn n n f n n N n f OC 2 cc¢ 1' O ac o �-- 3 ; ac W ��. nQ ;# 3; ¢ ¢ ¢ a� ; a 3; ae• 3 v' c In 7 z � Iz^ vl� � f o v Hov" rn N� n a �a O� �� S a 8 �� h u� Irc < ry 8� ;�'� �� n o �� N n� S o e o R n n �� uj Ch 1 m o W dl J�'1 ✓q1 �nl �+ ID V N + cr 10 V b n n R ^ ^ N N N N f 1` �'1 N �l '7 f f ♦ f �!1 ✓1 1D Vl /1 r1 r r •- r J J � 1- r r ® � a J H N Y 1 �$ + Tz— cr �� m D to Cc Li .� E-, W l -i c -1 m, O 1 -- — - =o Ld m Vf �,t� y1Jti, v�1iti'� o o a o I o 0 0 0 4 yl� p1�'o o O z �F LJ co co m z� 1 W eaf r� ��J W H,�J� F— pH < m < < m w (n W m m < m m m m c W �2 z ., y z N U z ( _'Yui <O ¢ off HAS n NlNV 1 I O W t Q N v - a n O - t VIW H�r� O¢ ♦� �� Uf �¢ r n JY Z +¢ i +� W c O S m m 3s _ h .-r .N- �r :r N N IDgi InN ON p J J J J J • CD p y`� P 8 J N O Q D r = " W yz WO + N Z N N V C O W IIll 247 YELLCW j Io (50' SPAGV;) Z P1 W SIGNAL MAST ARM W Ot SIGNAL LIGHT a U a u 3 Ur VAR ES L h - _-_ ------� _ < < "1 1 DW W Z H 2 N O 1 � �I DETAIL "A — PAINTED MEDIAN OVERHEAD (O.H.) OVERHEAD (O.H") R3-5 SIGN D-3 SIGN 0 Z Y • r - Z W J Wa >r ao f 1 NOTES: SIGN SIZE VARIABLE a 1'-0r. 17'-0 MIN. 0 ° I°I TELESCOPED 2-19" & 2.5" STPEET NAME AND LANE i ° ° PERFORATED SQUARE TUBING CONTROL SIGNS ARE TO BE Z ° MOUNTED LEVEL HORIZONTALLY U ON THE MAST ARM AS SHOWN, in 0 2" 10 2.5r PERFORATED o o SOUARE TUBING �_ MOUNTING HARDWARE IS TO BE _ 0 INCLUDED IN THE UNIT PRICE ° n SLIP BASE ASSEMBLY 810 FOR SIGNS. n a FASTEN_POST INTO ANCHOR W/ 5/16" CORNER BOLTOR 3/0 ° 11 11r ABOVDGROUND LE---LD SIGHTBOLT(7/16- E OIA HOLES) N o ° W T� - --- 3/9' STANDARD STRAIGHT BOLT Z o - • (~ W • o Z < L INSERT SLIP BASE Z 0" W INSERT SIGN POST • • W cw • 6' INTO ANCHOR 5 INTO ANCHOR 1f" d 3� d SINGLE HEAVY DUTY NON- O C SINGLE HEAVY DUTY NON- { PERFORATED BREAKAWAY ANCHOR . PERFORATED BREAKAWAY ANCHOR d Z i CONCRETE-CLASS 'A OR "Cr CONCRETE-CLASS -� OR "CrDETAIL "C" — QVERHEAD D-3 SIGN MOUNTING 4 " ZO N : _ W F- 3 I W O ' SINGLE TUBE TELESCOPED TUBES ON SLIP BASE W _ Z rA o ; ii DETAIL "Y' — SQUARE TUBE SIGN POST INSTALLATION c ° v 1° V �i o I rn 4 n o. m JI! 4 r = = 2 N J� W s m }w Z oI NE-W 0-4D3 J: c REMOVE w w 0 k � w9-1 00 • ♦ a� G w w Lj NEW R3-EA REMOVE A t:Ew (3) R7-2 A'3-3 REUSE ` R2-1 NEW ✓/*►1s / REUSE FROM STA. 361+41 ® N 0HD3 RE MOM �< W'4-2(R) 0� ~ �T / j R3-98 Z l E1 l NEW \ 1 • / / / / ' 1 '� FROMESTA. 350+41 K W /� R -i g ` (2) D-3 �6 z f REMOVE / / D w I ( (2) R3-93 LA CL .O " - K�� - 4b S / '/�• BY OTHERS oa.cw r� W. BA9,7C)CK �y l� g Z REMOVE -... NEW wi-6 REMOVE W1-1(R) fn REMOVE _ / R1-1 RI-1 emu / REUSE /� / 2g+a6-11 Motch I0-562 10+00. Mctch Exist. w, gob pc R2. 1 / REUSE , s ��1 FROM STA. 360+01 _ jjr .9 REUSE p REMOVE y R7_2 5 D R7-2 z Lid Js�� ~tis �� _n�/, / •ram g #y � �? 4�1► -- 4/ ��► �� NEW LIJ OH03 so c ?lr CC 0 03 as, �i/ �_ [1 REUSE R7-1 � a 4 l' REUSE z ` o�c4ns n / yO REM_ BY DOVE R7-1 O o `" 0�/ —.� 1 ---- LLJ i7 - "r T2S- -R5E `� B9 IC `i Of liJ ` NEW , % ! Z R7-1 + (See Next Page) R ^MOVE a NEW RI4-7-7 D-3 Ra-7P •� REMOVE R7-2 m NOTE: ALL PAVEMENT MARKINGS ON WEST MAIN SHALL BE r INLAID, HOT-EXTRUDED HYDROCARBON THERMOPLASTIC. STOP BARS, CROSSWALKS. TURN BAYS, WORDS & SYMBOLS ,o ON 23RD AVE. do W. BABCOCK SHALL ALSO BE THERMOR1.A5nC. O 1 ~ N W N=�' Z W3-24 w O 2 Z In N REMOVE R1-1 N r r _ � I O zys use /�� /,�• \�� "\ `. t \ � � ¢ NEW Z sum i / � 1 9� •i R3-8s (See Previous Page) a►d r 1 REMOVE eel 2 R3-08 �Id , F NEW � RSw t 3 ^,� !�� - •, , I �_ - REUSE < REMOVE REUSE R1-2 ~NEW to 63-3 Z 6 00 ' REMOVE' t i Rw1E i' - = W4-1 - --3- i REUSE W4-1P 1�R7-1 UJI / ! I NEW T2S- R5_ w > W1-1(L) REMOVE Ad REMDVE ass �y` R 1_2 e 0 REMOVE REMOVE v1 pp 1 121 p0 iJ >�Md�py;.am 2 R4-7 2) W4-1 i �2; R,_7P �2) W4-1P REMOVE �sr.rs:PwI R3-8A s� � w REUSE RU of sa w _ o �p mms REUSE IItj LEA 00 R7-1 1 I v YI Q V0 l 4w*-V%, v ? 't. 19+23.52 Match SIO-562 CL Z A4Y � 19 00 �s Z 00 � H U Lj ]G LAJ V1 �mo Z Y O d C L < U � vvh ° c a� NOTE: ALL PAVEMENT MARKINGS ON WEST MAIN SHALL BE rn C INLAID, HOT-EXTRUDED HYDROCARBON THERMOPLASTIC. i STOP BARS, CROSSWALKS, TURN BAYS, WORDS & SYMBOLS ON 23RD AVE. k W. BABCOCK SHALL ALSO BE THERMOPLASTIC. g � e RVICE WIRING DIAGRAM z W ELECTRICAL QUANTITY SUMMARY ** SE i W co REM NO. MATERIAL TOTAL UN 4-LANE TOTAL TOTAL j RURAL U BAN RURAL URBAUNIT z 0, 616 183 000 Foundation - Concrete 14.g 14.6 14,6 5 6t6 323 110 Conduit - Steel 1' R gid _ 251 251 251 LF AWG No. 6 ~ U 616 323 114 Conduit - Steel 1 1 2' Ri9hd 17<0 —1740 1740 LF_ 120/24p\ Photo-Electric o 616 323 120 Conduit - Steel 2' Rigid 232 232 232 LF Volt Service% Control 616 323 130 Conduit - Steel 3' Ri ;d 130 130 130 LF tl q 4 4 LF _ _ AWG No. 14 615 323 140 Conduit _- Steel 4' Rig d Meter Base 616 723 001 Pull Box - Motel Ty" 1 2 2 2 EA 616 783 001 Pull Box - Concrete Type 1 7 7 7 EA e 616 783 002 Pull Box - Concrete Type II - ( 1 1 1 617 033 614 Cable - Copper t2AWG14-600V 386 386 386 1 LF 617 033 814 Coble - Co r 16AwG14-600V 420 420 420 LF 6t 7 123 108 Conductor - Copper AW08-6DCV 1368 1368 1365 LF Lightning - Circuit Brooker Po 617 123 1 t0 Conductor - Copper AWG10-600V 460 460 46G LF Arrester (Typ.) i It Si AAtP, 2 Pole. :II 617 123 310 Conductor - Copper AwG10-600V Bare 2343 2343 2343 11 1 / Sirgb Throw T, 617 183 055 Standard - Steel Type 10-A-WO-5 1 1 1 EA 617 233 040 Controller Cabinet Pedestal Type_D J 1 1 1 CA Auto I • __ 617 303 240 Luminoire Assembly - 400 WSV = 3 3 3 EA } }} Monual ol S Switch 617 333 140 Service Assembly - 40 AMP 1 1 1 EA Circuit Brooker 1 I • 617 363 010 Photo Electric Contro; 1 1 '. EA 40 AMP. 1 Pole, 617 503 130 Signal - Traffic. 3 Color 1-Wc 12_12-12 11 11 11 EA Single Throw 617 523 127 Signal - Traffic. 5 Color 1-Wo 12-12-12-12 4 4 4 EA I r30 AMP Relay 617 553 020 Pedestrian Signal Type 2 8 8 8 EA /t" 2 Pole, Single Throw 617 605 G41 Controller - Traffic Actuated Type 4A • 1 1 1 EA 617 673 140 Si nol Stand 1-140 2 2 2 EA 617 693 504 Signal Slond 2-A-500-4 1 1 1 EA 617 693 908 Si nal Stan_d_2-A-900-6 1 1 1 EA 3R I - �-=N type 617 713 096 Signal Stand 3-A-900-8 1 1 1 EA C Cobnet ob 617 713 097 Si nol Stand_3-A-900-7 t 1 1 EA -- -" 617 733 821 Remove & Reset Existin Po's 2 2 2 EA 617 763 101 Detector loo Rectan a or 14 14 14 EA Bare AWG No. 8 to 617 763 601 Detector LoopShielded Cable, 2AWG14 740 1 740 740 LF AWG No. 6 Luminaires 617 903 250 Push Button Pedestrian 4 4 4 EA 619 010 410 Pole - Treated Timber Class 4 30 30 30 LF r r - Ground Rod AWG No. 8 to Signal Controller Bare AWG No. 10 Z WIRE CONNECTOR DIAGRAM FOR STREET LIGHTING — W J Bose of S4 O - 2 IY CL 112 AWG No. 8 (Typ.) M Bose of S6 Z 2 5 Inside Pull Box O AWG No. 1 Q- 0 MA7 ••INDICATES ALLL ELECTRICAL WORK STODBE CEHARGED TO PROJECT NO. STPP 50-2(25)82 (BOZEV..AN-FOUR CORNERS) RyP' - 2 5 Bose of 53� V) Bose of SB clt� 5� 5 2 F- LAJ 6 o Z _ 5 Use 10 AMP Fused - 5 5 u 0 Connector In 'p Pole Base (Typ.) 5 p a _ 2 Bose of S2 S-1 I 7 o Y 2 1 9 40 AMP Service Assembly , Base of S7 2�/ ' Bose of S9 UJI P RX WATERTIGHT CONVECTORS W Z W Q N I INSULATED CLEVIS = Z w UL 120/24D VOLT N SERVICE N TYPES 1,6,11 & 16 TYPES 2,7,12 & 17 TWISTLOCK TYPE - v P HOTO-ELECRIC c CONTROL WEATHER HEAD W z ENTRANCE FITTING m Z w IDENTITY DESCRIPTIVE CONDUIT STAND-OFF ATTACH RISER AND W P Y SYMBOL & BRACKET (TYP.) METER SOCKETS TO �D-OFF'S WITH � o NO- WIRE SIZES uNiiSTASI RUT MATERAL. a 30' CLASS a POLE TIMBER PO IN El 2' RIGID PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- I W e RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL z 4_ IN THE GROUND OR INSTALLATION IN SUNLIGHT. 1" STEEL CONDUIT m -°—f" - EACH HOUSING SHALL PROVIDE A SECTION TO FORM 3 OF NO.14 AWG 7 STEEL CONDUIT A WATERTIGHT SEAL AROUND THE CABLE AND A In 3 OF NO.6 AWG 4 _Ils SECTION TO PROVIDE A WATER-SEAL BETWEEN THE TYPES 3,8,13 & 18 TWO HOUSINGS AT THE POINT OF DISCONNECTION. EACH 5 gSILICONE COMPOUND 10 LUBRICATE METAL PARTS AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. 5' MIN. USE THROUGH BOLT 6 -¢-C ON TOP, LAG SCREW o 0 WHERE INDICATED A COPPER PIN AND A COPPER METER BASE RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY ON BOTTOM FOR o 7 SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE T ATTACHMENT. SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN THROUGH THE USE OF A COPPER BERYLLIUM SPRING CABINET 8 AND SHALL BE EQUIPPED WITH A DISPOSABLE METER SOCKET NOT 6 MOUNTING PIN. THE PIN SHALL BE OF AT LEAST SHOWN. SPACING AS HALF-HARD MATERIAL AND THE CRIMPI4 CONDUIT do WIRING� PORTION NECESSARY TO 9 —�' SHALL BE FULLY ANNEALED WHILE THE REST OF 5' MIN. AS REQUIRED SUPPORT SOCKET. ! THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF 6 MAX HARDNESS, THE RECEPTACLE SHALL BE FULLY o 0 10 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK 3/4' ED. 80 0 PLASTIC CONDUIT TOGETHER SO THE CONNECTION WILL BE MAINTAINED 1 BARE NO.6 AWG 11 a TYPES 4,9,14 & 19 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION IS APPLIED TO THE ATTACHED CABLES. 12 /�!� 0 FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR � W • GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE 3" Min. Z 13 tU 0 THE CONTACTS SHALL BE FULLY ANNEALED AND TYPICAL 1817 a ADAPTED TO BE CRIMPED TO THE CABLE. STAND—OFF SUPPORT w o 14 a ` 6' INSTALLATION w N a COPPERWELO C 15 — GROUND ROD 16 L— Z o 3 H ID TYPES 5,10,15 & 20 SERVICE ASSEMBLY DETAIL Ln m 10 a WOOD POLE w 'Q � 0 ELECTRICAL Z ,0 �y �_ DETAIL DRAWING WATERTIGHT CONNECTORS N a 3 g, SERVICE ASSEMBLY No SCALE Lg J ALA W OI IIIr Li I Li 0 M1 = Z W VT O C 1 COMPA.RTWENT 0' 2 4-1/Y SUPFTTTER � Uj s 1. I 3 w 0 a y a � a a a a 2'--IT aZ � W Q CLEARANCE BETWEEN I- v b CONDUIT FITTINGS AND N o o CABINET SHALL CORRESPOND 2 I ( WJH THE LAYOUT OF Ti IBOTTOM OF THE CABINET. STEEL PPE p v CLASS 'Cr II°{I I CONCRETE II II+I I p GASKET REOUTREO I FOUNDATION w v II BETWEEN M OF CAB:NET.ONCRETE & II' ° 3 BOTTOM PLASTIC CONDUIT II II Ilv 1 BARE NO-6 AWG DRAIN ° II II II v II _i_— - -- USE GRADE 60 REn=ORCING STEEL TYPE 1-140 `AP v �I II b II f / 6 BARS (3'-T LONG) II iv (6 TYPICAL) 4 1+7OPS AT , 1'-0" CENTERS ANCHOR BOLT (4 TYPICAL) _ MICHOR BOLT p - CIRCLE v v °. G`EARANCE p _ _ _ _ z SECTION A—A I � CAST RISE 3'-r 2'-Cr j CONDUIT SHALL PROTRUDE FROM f 0 NO 6 AWG BARE GROUND WkE FOUNDATION AT LEAST Y w Iu4D'•OLE OR PIGTAIL EXTENS+ON SECURED n n a h COVER UNDER ANCHOR BOLT NUT. 2- 6 -TYPE D CONTROLLER CABINET ' I MOUNTING — z COPPER GROUNONG STW BETAEEN 5/8' x 8' COPPERwELD 0 ANCHOR BOLT. CONDUIT h NO. 6 AWG GROUND ROD BARE GROUND WIRE OR PIC;TAIL A . I . • A 2'-C• YPICAL CABINET DIMENSIONS (f) U J-J E7tTEN$ION, '% _ W • WIDTH = 30- ul b a HEIGHT = 51' W • I DEPTH = 17' W • : ELECTRICAL Z • DETAIL DRAWING TYPE I SIGNAL STANDARD & a �. F--- 2'7if---I 3- FOUNDATION DETAILS o L 3 TYPICAL FOUNDATION PEDESTAL MOUNTING FOR CONTROLLER CABINET f NO SCALE a POLE SHAFT SIGNAL ARM IAHLt 1 FOUNGA110N TYPICAL 5OGNAL MOUNTINGS ' - G OB co © ANcHo.: Ba 1s U C� O CL C. (4) I [ml I z °' TYPE (1) LDA'ER SHAFT +5'.20.25'k 30• 76'S0 17 1/2 1 1/2 t 3/4"A 70'■ (OVERALL-76') ITSO. 19" 1-- 6 NC - 5' AS25 1 1/2 , 1/2 ' 7 7'-0- 6--7' 2'-6' ' .I fll/I I <-� N j TYPE (2) LOWER SHAFT 35',t0'k <5' 1750. t9' T 1/2 1 3/4 'a 75-a r(OVERALL-$I-) 19'S0. 201 1 1/4 7 NC - 6' A3�5 1 J/t '1.S/4' 6 Y-� T-1' 2'-C I .1---JJJ Z 1 NCrE - TYPE (2) LOWER SHAFT 50' 1Ir SO. Ir 1 1/2 1 3/4'a 7S'a 5'(OVLRALL-B1') 19•S0. 2w 1 1/4 7 NC - 6',A325 1 3/4'1 3/4 ' 6 9'-0- B'-T S"-0' PIPE BRACKETS TING A W O ANOUSEOPEDESR FOR DIAN SIGNALS N Z W TO THE POI E SWAPT UNLESS „ J MOUNTING PO JTS I OTHERWISE SHOWN ON THE L3 Puns TABLE 2 1 2 3 • 4 c o 0 t. O o o D® SIGNAL FACE C• 5 6 7 6 • 9 10 sTANCARO 0 EMERC.vEH10.E VAST ARu PPE BRACKETS FOR POLE VOWING ELEVATOR PLIMRZER LLAV!H II POLE MOUNTING 51CNAt DETECTOR SIGN PANEL SIGNAL SIGNAL SGW1L LWINARE S+GwLS PmS+GNAL CONTROuER CAB. NOTES MOUNTING TR•IFI:. ANU PEDESTRIAN $I,^.hALS MAST ARM MOUNTING �'E=L•;TkUfi SIGNALS ONLY W Z DESIGN AREA 120 SOFT. NIL B-0 SO.iT 9.0 SO.R. 9 0 SOJT_ 9.0 57FT. 3_3 SO!T. 9 0 SOFT. 3.0 SO.R. 4.72 50-F7. - 03 STANDAS ShALL BE DESIGNED IN ACCORDANCE WITH THE LOTS AASHTO STANDARD, SPECIFICATIONS DESIGN WEICHT 12, LB_ NIL 100 L.B. 105 LB. 105 LA 105 LB. 75 LB. 210 LB. so LB 200 La. FOR STRLL::JRAL SOPPORTS FOR HIGHWAY SIGNS, LUMINA'RES AND TRAFFIC SIGNAL$ (AVp ANY Z UD N AMENDMEN'S THERETJ). - OAIAC COEE(CC) 1.2 N. 12 1.2 12 T 1.2 C_S 1 1.2 12 1.2 DES^GN WIND VELOCITY SHALL BE 9D M.P H. DESIGN AREA - AREA WITH MAxIMUU WINO LOAD (WAND 6 PERPENDICULAR TO STANCARo. As "OWN). TABLE 3 a Y !/<'-lo N:-3' A325 (iYP.) ) 15' 20'dc 2S 30',35'.40QL a5' 50' � DESIGN WEIGHT . y�tp LOAD. - LJ ALL TMPE (`) LOWER SHAFTS SHALL BE DESIGNED FOR - 30" AND, A uOUNTINC HEGHT OF 45'. V-G.PTS. •1-2 k •S '1,•2,•3 k •4 •1,•2,'3,•• k •5 •1,•2.•t,•5 k •6 d mce �m ALL TYPE (2) LOWER SHAFTS SHALL BE DESIGNED FOR A 50' AND A uOJNTNG HECHT OF 45', m R;MOV�ABLr 1� + ,-2 t/r A125 (trv.) AVCF40R BOLTS SW4L BE A469 OR EQUAL TOP ENO SHALL BE GALVANIZED AND THREADED Ir(MIN). CCLL�444 WELDING PROCEDURES, SYV90L5, BASE WEIAL SPECIFICATIO.t$AND GRADES MUST BE CALLED OJT N PRIOR TO FABRICATION Li APPROVAL 4 1/2' j� 2' SCHEDULE A POLE SWAFTS, ARMS- A"'D ACCESSORIES SHAD, BE GALVANIZED PER ASTM DESIGNATION A123. Z-j t/4• I A53 PIPE (?.2F�uC S4 -HARP CDCES rOR WRE PRCTECTION (� .7 tS' PEOES1HU14 TIC � r o + -- _ PUSH 9UTTCN WHEN SPECIFIED to O 3/4' -"'RED SCHEOV:E 40 I�i WELD HOOK TO POLE A53 PIPE (BRF1K SHARP EDGES 2' S6,EDu_E AD A53 PIPE �- o ♦ U SwUI FOR SUPPORT �, FOR W'.RE PROTECTION) 'BREAK SHARP EDGES FOR OF wRE CLAMP lJU'1•P) 2' SCHEDULE 40 -2 w1RE PROTECTION) T♦ A53 PIPL •-F t/t' SHARP EDGES FOR SIGNAL MAST ARM t• Fr-LER- LUMINAIRE 2'-CF MLV. 1/4- PLATE 'Oo, WIRE PROTECTICA) uAtERAL MASI ARM 3'-4• 3/4- PLATE BOTTOM AND SDES •3 •t,•4'5 de•6 LIAPNARE ARM I r BEVEL ANCHOR BOLT IT PLATE 1 MIN.11 GAUGE UPPER 1 I/r S,O IFOVLE 40 '� r S' 70PROTRUSION11 _ -� FACE OF CURB � 5• 10 7 t/Y I I SHAF' ASJ PIPE (BREAK • LUMINAIRE ARM CONNECTION SHARP EDGES FOR r 6 +/r 1 6 /r ---- __ _ W1RE PROTECTON} '/ UPPER SHAFT 1AIN.11 CAUGE I 2'-d 4. *A3.6 f1T` _ I FCR '1.•2,'3,'4,'5 &'o FOR '7 r LOWER SwT NOTE- REMV.'ABLE CAPS $HALL BE COUPLING DETAIL OL EXCEPTSUPPLIED WITH EACH COUPLING COPPER GROUND04 � EXCEPT FOR •6. f - '9 k l.0. (LOT AS?JC43lE rC'd,•9 k 10) 70 NOTE- LUM:NNRE ARM AND SIGNAL STRAo BETWEEN ARM ARE N 7-E SAME I I I t 1/4' PU'F FOP, ANCHOR BRIT, CLASS 'CI BOTTOM AND SIDES VER'ICA: a-ANE. ON .-E ` CCCJNCAT Ch O CONDUIT AND BARE F $AM£ SIDE OF THE PO.E. I AWL', N0.6 GROUND WIRE 12.5' � O I ! •+ 2.5' .2 T2' B N0.6 BANS C) REMOVAB_f u= � EQUALLY $PACED 1r �' J I I SS"k 4Y T S 0. III MOUh�,NC 5• 5'I 31 HEIGHT - 2.5' i5' T � yl j UPPER SHAFT O 3/4 PUTT I SIGNAL ARM CONNECTION - •4 Z - - S W • SIGNAL ARM TYPE (1) OR (2) lZ AJ6 P'.ArE ARROW i0 BE E -i WT OR RIGHT, - L MIN. 7 GAJGE LOWER S1 p r'L Su DR BOTH AS REQUIOUI RED. F'JSH MIN.? CAVGE AP :2 x BAIT-'a PORCELAN ENAM BJTTON r7 i • WAR , �.- ELLED SIGN. WAR F t j N S' . 7 J/t BLACK LETTERS O pF /t HOOPS 0 ; C�LLN ON WHITE BACKCROJND. SIGNAL, 'I is ELEVATION( AT BOTTOM D) TRAF. S GttA SIGNAL SIGNAL HEADS (FLE D MOJNTED) SPACED ECU ALLY 0 7 Is 50 LOWER SHAFT SACK OF CASTING Sww ED '0 I 1 .NNOHOLE FT CURVATURE OF POLE. n A7 A90UT 1'- D' CL. AND COVER r DA. 96MON (rYP.) 9 5 ELEVATION AT BOTTOM 0.' PIED, �6 BAR (TYP,) ' CENTERS Z SC L 1/Y VJT HOLDER NAE HEADS (MELD MOUNTED) 19' M LOTH;. FOR GRCLVDNG -j FOR COLCR FOR "DON'T A'ALK-WALK 2 +/Y CLEARANCE MIN- Z NCTE- SIGNAL SIGNAL 10 IS ELEVATION AT BOTTOM OF USE CRADE 60 REWFORCINC STEEL 0 . `5'(YP) A •IANCHOLE DETAIL a CONTROLLER CABINET (BAND MOUN'ED) TYPICAL FOUNDATION ~ ' AVD A Nur HOLDER p 1� PEDESTRIAN PUSH BUTTON SIGN W v ` DC'kL SHALL BE REOt1tRED. 0 3' ',FADED SCHEDULE 40 A53 PaK. I 10• N O PRLUECTNG FROM SHAFT r, WRH 0 • • A36 PLATE AS REMO'vkAt E CAP. BREAK SHAR'• EDGES Qf CURB FOR w 4e PRCTECTION. 7F fLJ SHALL E COVER WITH I O TERMINAL T- •' ELECTRICAL o Z SW,LE BE PSHA T WITH j CCMPAfTYFNT- 2A & 3A STANDARDS z.s' �- LAC-H PO-1 SHAFT y D ETA DETAIL DRAWING I N G W j Q O POLE 3/4 ' PLATE / - o vCTE - COWF R PLATE OETAt I SfGAA: SHA-7 a` SHALL BE REOLPREO. LOWER SHAFT _ O SLOT . ANCHOR BOLT 0� _ TYPE 2A & 3A SIGNAL STANDARDS, Q� ,o 1/4- (Ty") E SHAFT TO SHAFT FOUNDATION DETAILS, AND A�6 PA` TYPICAL ORIENTATION FOR - MOUNTING PLATES DETAIL BASE DETAIL _ TYPICAL SIGNAL MOUNTINGS 4 - PIPE BRACKET MOUNTED _SIGNALS TYPE 2A TYPE 3A NO SCALEaid rn PAST ARM LENGTH USE CRAOE 60 RIFINFORCING STEEL t� o SEE POLE SCHEDULE / 6 BARS (1'-1• LONG)(a TM.X YP )a HOOPS AT W O • _ I-Cf CENTERS cr K n ANCtiDR BOLT • L MEMBER YPE (4 �I�) • ANCHOR BOLT CIRCLE c • c SINGLE KMA,STARY (TYPCAL) W Z i 2-1/2' CLEARANCE m SECTION A-A Z 5. — GRO(^'>K LUG U a 3 W IM Y NO. 6 AWG BARE GROUND rdHE CONDUIT SHALL P*OTRUDE FROM OR PIGTAIL EXTENSION FOUNDATION AT LEAST T CL R Y - S F- • - COPPER GROLAYD-MG STRAP BETWSEN _ ANCHOR BOLT, CONDUIT k 40. 6 AMG W a 1� •• I• _ BARE GROUND vl'RE OR P+GTUL 1i A • A 2-d - ~ II < Z j • FI('ENSON � i UI 0 b I �J 1 FOR MOUNTING HEIW SEE POLE SCHEOULEE - • • - - V I • a i v ♦ . -- - - h— 2•-D• •-I r -- TYPICAL OF ALL FOUNDATIONS I BREAKAWAY BOLT 4"i Or REINFORCED COUPLING (ONE HAND HOLE Le COVER Of FOUR) CAST ALUMINUM l FRANG(ILE TRANSFORMER �- BASE WRH ACCESS DOOR I uj 1'-6" 2'MIN. r BE1'FL BREAKAWAY BOLT COL.PLING6. I I w I 0 , 0 - _ _ II "I-LL`�'pI 6 a • - II. II . 11. tl -. TO BE FORMED r��J�JI 11JJJ - LS_ AT THE TOP TO A 2' .r DbLMETER - ♦ ♦ Z ♦ NOTE- TOP Of CONCRETE FOUNDATION SILALL - ♦ - :• • • O 1 BE FLUSH WITH THE GROUND LINL • I-- U A HANDHOLE DETAIL AND A 1/f N,1T • Ll.i HOLDER DETAIL (FOR GROUNDING) ♦ _ • '-• • BOLT COVER V) • SwALL BE REQUIRED. ♦ - - W Z L ANCHOR TRANSFORMER BOLT COUPLING ELECTRICAL — TYPE 10-A POLE (BREAKAWAY TYPE) (BREAKAWAY TYPE) DETAIL DRAWING o BASE TYPES FOR LUMINAIRE STANDARDS A TYPE 10-A LUMINAIRE STANDARDS, E' POLE BASES & FOUNDATION 3 DETAILS NO SCALE J W Of NO. b CHIMFILU HIGH CARBON STEEL r _ WIRE SPACED AS SHOWN. 6 ONE WAY, W 5 THE OTHER WAY. z W W1O = Z W N i N T � 11�� —T" O -+--�- -�- ac z w • -�-i""t i C W j co Li M NZ 0 0 a O a c� C L 3/8" BRASS J BOLT WITH CONCRETE FOR PULL BOXES SHALL BE CLASS "D D" OR EQUAL a a r z 1" DIAMETER BEND - o W L BRASS SCREWS 2 2 2 2� r 1 2„ 2» i T / 1 3 112» 73/8- 2-NEOPRENE GASKETD IDL D REINFORCED CAGENO. 16 GALVANIZED3/4" MESHWLDESCRIPTION TYPE I AND TYPE 11 METAL PULL BOXES SHALL BE BRASS HOLD DOWN BOLT CONSTRUCTED OF CAST IRON WITH A MINIMUM WITH HEXAGONAL BRASS NUT. WALL THICKNESS OF 5/16 THE COVER SHALL BE CHECKERED STEEL- THE BOX AND COVER SHALL PULL BOX CONCRETE BE HOT DIP GALVANIZED. ui ELECTRICAL BOND, NO.6 AWG MINIMUM DIMENSIONS MASTIC, APPLY IN FIELD COPPER OR EQUAL TYPE I TYPE II ►- W CONCRETE LINE }�3~I Z Q U-i PULL BOX METAL I I BACKFILL TOP 6" WITH L = 19-1/4" L = 25-1/4" MINIMUM INSIDE DIMENSIONS EXCAVATED MATERIAL W = 13-1/4' w = 1s-1/a" w n SEALING GASKET AND TAMP SECURE N COtaDUIT 6" D 12" D 12" O TYPE I TYPE II I D L = 14-1/4" I D L s zo-1/a" a g i N0. 30 FELT PAPER I D W = 8 1/4" I D W 11 1/a" � (� SEPARATION C L = 15" C L = 21" v � 12" Z � w - 1"' INCHES w 9 12 INCHES CONDUIT BUSHED NIPPLE C W = 9" C W O W CONDUIT IN PLACE F LIQUID TIGHT RIGID CONDUIT HUB U L = 18 INCHES L = 24 INCHES 23" AS REQUIRED L.1 v O � D = 10 INCHES D = 12 INCHES FIELD DRILL CONDUIT ENTRANCE HOLE. TREAT DRILLED HOLE WITH a �- GALVACON OR EQUIVALENT BEFORE INSTALLING CONDUIT HUB- ELECTRICALuj cn �O,[� DETAIL DRAWING a CO CT' 1" CLEAN STONI---- O O DRAINAGE PULL BOX METAL TYPE I & II E v o v o PULL BOX CONCRETE TYPE I & II o a F- PULL BOX METAL TYPE I & 11 PULL BOX CONCRETE TYPE I & 11 NO SCALE g 8ALI hTi Ij W � 3/4' PVC SCHEDULE U N 80 CONDUIT 70 JJNCTION BOX AT CURB (SEE PLANS) ` NUMBER Of TURNS AS PAVEMENT T. Z W INDICATED ON PLANS j PULL BOX PULL TYPE 'r UNILET OR EQUAL BOX a�► WITH REMOVABLE COVER BASE a' ' m a p , d' N 2 NOTE- CEMENT CONDUIT z W z n TOGETHER PER 3/4 PVC "' 1-- 1 AN MUFACTURER'$ SCHEDULE 80 CONDUITw INSTRUCTIONS. DIMENSION - Z AS INDICATED or ON PLANS TEE TYPE CONDUIT FITTING. PLACE CLEAN STONE DRAINAGE UNDER < W 3/4' PVC TEE (1' SQUARE BY 2' DEEP). O SCHEDULE 80 CONDUIT W (TYP') ELEVATE PULL BOX 1' ABOVE SIDEWALK LEVEL. SLOPE CONCRETE AWAY FROM PULL Ij 0 —90° PVC CONDUCT BOX LIP FOR 2'IN ALL DIRECTIONS. ;[ m ELBOW (TYP.) ----- SAWED SLOT PAVEMENT , -.� DIMENSION AS INDICATED v e ON PLANS D >. d DIMENSION AS INDICATED+� INSTALL NO.12 XHHW CONDUCTOR IN V ON PLAN$ PULL CONDUIT. NUMBER Of TURNS SHALL �• �. BOX BE AS CALLED FOR ON THE PLANS, CONDUIT DETAIL 3/4' PVC SCHEDULE 80 CONDUIT w DIMENSION ' EE TYPE CONDUIT FITTING. AS m PLACE CLEAN STONE DRAINAGE UNDER INDICATED o TEE (1- SQUARE BY 2' DEEP). ON PLANS r MIN. SAND NDUIT PULL BOX & CONDUIT LOCATIONS a" VAX_ OVERLAP DIAGONAL CUTS SO 40BASE PAVEMENT THAT SLOT IS FULL DEPTH HEAVY LINES SHOW SAW CUTS AT TURN POINTS AND CHIP TO ACCOMMODATE W.RE LOOP SHARP INNER CCRNERS ~ Z CROSS SECTION OF SAW CUT RECTANGULAR LOOP w (FOR NEW PAVEMENT) NOTES > 0 THE SLOT SHALL BE BRUSHED OR BLOWN CLEAN OF ALL LOOSE MATERIAL. I CL 1' MIN. AFTER THE DETECTOR LOOP IS IN PLACE BACKF)LL THE SLOT WITH SAND TO - I A DEPTH OF 1' ABOVE THE CONDUIT AND FILL REMAINDER WITH PLANT MIX. f CONDUIT RESISTANCE OF THE WIRE LOOP TO GROUND SHALL BE CHECKED AFTER THE 2- f BEVEL Z SAND I WIRE IS PLACED IN THE CONDUIT. BOTH BEFORE AND AFTER THE LOOP IS 0 SEALED IN THE SLOT. A RESISTANCE OF LESS THAN 10 MEGOIMS INDICATES / A FAULTY SPLICE OR WIRE INSTALLATION WHICH SHALL BE CORRECTED. �•' '' 'e 4 U SAW CUT THROUGH Lr,J PAVEMENT OR TO o 0 c 0c o c PAVEMENT T p P. V 4 0 0 _-o NE DETECTOR LOOP W.RE SHALL BE NO.12 XHHW CONDUCTOR, TERMINATED � A MAXIMUM DEPTH 0 0 0^° ° IN A WATERPROOF PULL BOX AT THE SIDE OF THE ROAD AND CONNECTED TO W Of 6' 0 0 A TWO CONDUCTOR CABLE (SPECIFIED ON THE PLANS) WITH A SOLDERED, Z I 0 0 0 9hSc WATERPROOF SPLICE FOR THE LEAD-IN RUN, --�`Jll 2' -0' DIA ELECTRICAL - CROSS SECTION OF SAW CUT THE PULL BOX SHALL BE ENCASED IN A 2'-Ct DIAMETER BY 8' DEEP CONCRETE DETAIL DRAWING PAD AS DETAILED UNLESS LOCATED IN A CONCRETE SIDEWALK. SEE PLAN SHEET. ° (FOR EXISTING PAVEMENT) CONCRETE ENCASEMENT PAD FOR LOOP DETECTOR PULL BOX LOOP DETECTOR INSTALLATION 1 a 3 n rnl c NO SCALE SIGNAL POLE SCHEDULE LOOP DETECTORS PHASE DW RAMS L,0, l L GP LOOP LGOF CO"fNLLlsard LOOP CONNE 1 i W r,PE ITEU NO. STATION OFFSET WST aflu I. u,N4+RF FnIINriATl3t1 BASE TURNS TfPE ^' Pltll BOX Al CVH' R vEH. PnAS I ppB[ 51 "1AL LIGHT (EIGHT TYPE ". _ 119 Ill ActuOtedr 1111� i N W Ll afS' 3 RECTaNG 5EN t5 TO MI @y + a zZZ SI •0• Pedestal 617 233 040 360485 62' RT N/A N/A ti/A l2 E'a8 ] RECI" • L] 6'"8' 3 RECfANG- — � � �eL--------�`� Q 3-A-900-7 617 713 097 361+02 47' RT 45' t5' 45'. 2'6' a 7'6' Anchor SEItIE5 TO AMPUFIE ID] ; _- I I I W < l4 5'r8' 3 RFCTAM^•. W- Main � �_ I , _ LS 61"tY 3 RECTANG. _I _ - ---- I 1 to 3 2-A-500-4 617 693 504 360+83 E2' LT 30' N/A N/A 21' x TT Anchor SExI /� (i i '`1 L6 6'-A' 3 RECTANO. N 1+ 10-A-500-5 (Reuse) 617 733 621 360+68 88' LT N/A Reuse) euse) 2' x 4'fr Breahowoy .T 6'"e' 3 RECTANG. : fcss 1-ts0 617 673 t40 360+08 89' LT N/A N/A b/A 2' r 4' Anchor LE 6'"e 3 RECTANO SERFS PARALLEL Tn AMPLIFIER /4 ^ 4 r i i� +f i i 1' �ppB o L9 6'"S' 3 � SERIES I I I I I` (` + (1Acluoted L10 6'"E' 3 RECTANG. QI N g2 03 I 04 I W 3-A-900-6 617 713 096 359483 48' LT 40' 15. 45' 2'6' a 7'fr Anchor m LIT 6'.3' 3 RECTANG� Note- Actuation of either of the two emergent pre-emption detectors io W. Main a for cost- ar tO-A-SOD-S 617 193 O55 358+50 72' RT N/A 15' 40' 2' x 4'�' Breakaway Lt2 e'.e' 3 RECTANG. SEalES westbound emergency vehicle}) will resul� ,n on immsdwle transition. to phase 0 shown in the SERrES TO AMP IFrto pa age dogram oDova Actuation of any of the four emergency pre-emption detectors on Z O y_q_900-6 617 693 9C6 359+96 53' RT 40' N/A N/A 2'6 x T6 Anchor L13 6'x6' 3 RECTANG. tv. BoDcotk St Or S. 23rd Ave- (j(or north- or southbound emergency vch,des) will result in on r'1 W L14 WKS, 3 RECTANG. SERFS immediate transition. to phase 0 shown in the phase d-0grom above. 3 Ch 10-A-500-5 (Reuse) 617 733 621 359+97 73' RT N/A Reuse) }Reuse) 12* x 4'6' Breoka.Oy (including an appropriate cleorance phase) 3 U ®i Rouse Type 10-A-500-5 Standard 53 Typa 2-A-500-4 Standard y o O +® I-140 617 673 140 360+72 8T RT N/A N/A N/A 2' x 4' Anchor 1 - Emergency Pre-emption Detector 1 - Emegency Pre-ampGan Detector tL U 1 - Pedestrion Push Butt v / New Type I Co etc Box • See Electrical Detoil Drowing-Snsst E3 OCy Us Ole > _ Lumina to • /�� P� /!/ • CONDUfT do WIRING - ` 4 1 t 2' Sleet Conduit it of Bore AW B o. 10 forZO ® / 1 of Bore AWG No. 10 Conductor pp 1 of 12 AWG No. 14 Cable I5ionpl) \ � /'•/ G>1 2• Steel Conduit S y of AWG No. 8 Conductor (LyaT+ling) ` O t Em ryyency Pre-emQt,4n bTs 1 of �dre ANG No. 10 Conda ictor / �./ _ pp 1 of Borp AW No. 10 Conductor \ CJ 1 1/2" Sled Conduit 1 of 9 AwGo. 14 Coble / ® `iQ1 �` 2 Type 3 A-900-7 StandorQ �" 1 - gmrggen�cy Pre-empt•on Detacto• ® 3• Steel Conduit 1 of 122 AWG No. 14 CCoble gnat V �� ,( / 1 - Pedestran Push Button Of 16 AWG No. 14 Cable npl� /•' of AWG No 8 c n uplor yg�t�a� 10 44f 2 AWG No. i 4 �sSstt Loop Sh�elded Cable New Type I Concrete Pull Box fm rgencY Prs-em C able or gore dMK, No. 1� Conductor 11 \ 4 % Extend new conduit to l' Steel Conduit 1 1 of 2 AWG No. 14 Detector Loop Shielded Cable © //� controller of 19th k W. Man S? of AWG No. 8 Condyctor (Lighting) S Type 1-140 Standard 1 p / (Includes 4 Type 1 Concrete Pull Boxes 1" Steel Conduit j 1 of Bors AWG No. l0 Conductor S2 See Specrol Prov, fors for Locations) pp 1 of t6 AWpp No. 14 CCable uc nal� ®` I (See Sheet E9 for 19th Ave. Grossing Ostal) !St), 2' Steel Conduit 1 of t$ AWG No. 14 CObIs LSiggna+ 1 f �• - 2 of A1'G No 8 C nductof (LlgTllink �I• i gf 2 AWG No. ig De}ectgr Loop link Cable t m4rnency.Qre-emQLon Goble Type 3-A-900y6 Standard `•. 1 of Bdre �Awwcc;; No. tU Conductor 1 - Emergent Pre-emption Detector 13 Relocate \ New Type 'D• Controller Cobinet Pedestal ® 1 of 2 AWG No. 14 Cable (Sicql) 1 - Pedestrian Push Billion ! 1 1/2' Steel Conduit 1 Of AWG NO. 14 Det ctor L6op Shielded Cobe 6 t I11 1 of 9ors AWG No. 10 �onductor 14 Emerger Pre-empGo Detector (Typ.) S o N I' Steel Conduit 11 of 2 AWG No, 14 Detector Loop Shielded Cable t5" A ` ^ 40 AMP Service Assembly on New Wood Pole Sl Type 'D' Controller Cabinet Pedestcl �,p 1• Steel Conduit of AWG No. 8 Conduc or (Lighting) 15 if �D New Type n Concrete Pull Box 1 - Type 4-A SS Controller of Bore AWG No. 10 �nduc\or �j A (2 of AWG No. 8 Conductor (Lightiryq) 16 4 Loop Detector Amplifiers C� 1 1/2• Steel Conduit tS i of 2 AWG No. 14 DeteQcloy Loop Shielded CeDIt / T - Emergency Pre-emption System 1 0 gare AWG No, 10 Gonductor 1 AGE INDICATE Relocate / / 1' Steel Conduit 2 of AWG No. 8 o. 1 or (Gpor / 9 of Bars AWG No. 1D �onduc`or , 3• Now Type I Metal Pull Box `R tr R 12' [jai Y 1 of 16 AWG No. 14 Coble rS gal) / �iQ / ® 2• Steel Conduit 2 of Aw'y No. 8 Conductor q� ,t) Y L 19 58 / / \ Y 121 ® W 1 1 2 AWG M.D. 14 Dpettctdf loop 5hitlded COW- /`O Y 12' '2"1 mVsncy Pre-em tron Cable / 18 i/ \ G lY G I 12' Z 1 of Sdre ICWG NO. 1 Conductor p 1 of 12 AWG No. 1♦ Coble (Signal) • 12 Y/G t Y Y/G f' ® 1 I/2' Steel Conduit 1 Of AWC N 14 Detector Lbop Shielded Coble / 0 \ 1®Type 1-140 Standard QOJ Z < 1 of Bore AWG No. 10 Conductor ] / rr •/ 1 ® 1' Steel Conduit 1 1 of 2 AWG No. 14 Detector loop Shielded Coble // \ LLJ of Bpre WG No. 10 Conductor G/ O r6 Orr r0 to O t3 > tti ® 1 l/Y Steel Conduit I Pull W,e for future Interconnect) a / , \ QQ r5 O 2 ® i Steel Conduit 3}3 of 122 AWG No. 14 Cable (55i not cl� / Used Pole do \ 1 cf 18 AWC No. 14 Cable (Si�nol3 v _ 111 of 9 Ath No. 14 Cable Lumina.re "'111 4 oQf 2 AWG No.. 14 Detector Loop Sh4lided Coble j/ / / 4 E rgenc Pre-em tqn Coble / \ 1 of",Bore 1*G; No. 1� Gonductor New Type I Meta Putt Box 1 ® t 1/2' Steel Conduit 12 of AWG No. 8 Conductor / •�• LEGEND Z 7 1 0 � `1 1 .1 ® NEW BURIED CONDUIT U 3 I�..%Type 2-A-900-6 Standard 1 1 +1 ® TRAFFIC CONTROLLER CABINET LLJ / 1 - Erin my Pre-en t,on Detector `1 In Pedestran Push Bu tan Lt LOOP DETECTOR w Reuse Type IO-A-500-5 Standard I >tiF LUMINAIRE o � S9 1 - Emergency Pre-emption Detector l 0 Y � I Q Z MOU EO OONRIAN SIPOLES u f I PEDESTRIAN PUSH BUTTON s # New Type 10-A-500-5 Standard I O I a S \ I POWER POLE • 1 I EMERGENCY PRE-EMPTION DETECTOR • 4 \ s PULL BOX oob DO / � Y� h'/ \ 1 4 ' 1 TRAFFIC S!GNltl FACE P Ner Pole tt \ / { WITH BACKPLATE ' J J % Luminaire n TRAFFIC SIGNAL FACE Ner Typs I Concrete Pull Box Relocod �% / WITH BACKPLATE At TURN ARROW, RROW g e w/ Stub for Future S;gnol Interconnect \\ By Cthe X E LAJ V) L 2 LJ C r C 41 t < C X 2 m a m :3 f z R v LJ of Y` K C 97 a L a a p1 a / 9J O // sl 3 O / H gs + — � — - - — ! I;- i N V) 0 NO �/ I a J A IN W. MAIN ST. 4 r I U I — — New Conduit Extended from \ y New Sidewalk New Controller of W. Main/ \ 17 W. Babcock/23rd Ave. (Includes 3 Type I Concrete Pull Boxes Existing Controller Cabinet ~ Not S,%own. See Special Provisions Contractor Shall Run Interconnect Coble W for Locations.) into Existing Controller and Make Connections. � C 18 New Type I Ll Concrete Pull Box _ , Existing Pull Box — — CL Z O t` U LJ LEGEND V) LJ ®— NEW BURIED CONDUIT Z — — EXIST. BURIED CONDUIT v CMTRAFFIC CONTROLLER CABINET 2. DETAIL OF NEW CONDUIT CROSSING 19TH AVE. 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O H i I IIi i I �RpI �► II 'I jI I I�•' '♦ I I f�iI L'Ta!��I III �I pI 9� 'II- I IS eII y��SamS•�IZ f;,i 9ti oiN�1 Llj O I tI I p Q Ln CIO Q N � + ' Z!'00 oNI1' 3� O Zell T) co n n `n + n r In 00 O929 WSM CD 0 +C0 j Z O 0 -' �zI y�i jr- 0 i A l t 2 tl .gZ Z01 Y o 'a t 11 %11i. o a o A0 1 ll .tl'Z. l m ♦ O ,o t 0 v o wn I CO f o to N_ I � a o �0 1 � Y o 0 1 m a o b ■3 N N N M 2! N N N �' 21 3 N N N N N N N N N N N N a m t f f co a O Y ♦ Go Go co Y a f f m 10 G m m aD O m CD Co m m OD m W ♦ • Y Y a v < Y a a ♦ + ♦ Y Y f LLJ 1-- U � W a v ~ a Z_ ~ L o c Q O� �L Oa V I wQ00 n rn Fp EGEL Y" ]a I ZZE D—FD d#I _ STATE PROJECT NUMBER SHEET I TOTAL STATE OF MONTANA NO. SHEETS — MONTANA DEPARTMENT OF TRANSPORTATION 94-306 R1 3WEST BABCOCK. WEST MAIN and 23RD AVENUE HIGHWAYS DIVISION - -y RIGHT OF WAY PLAN OF FEDERAL AID PROJECT NO . 94 - 306 - WEST BABCOCK, WEST MAIN and 23RD AVENUE THIS PROJECT GALLATIN COUNTY b CONVENTIONAL SIGNS PRGP'OSEO RIGHT OF WAY LINE EXISTING RIGHT OF WAY L'NE 'v RAI�QOAD RIGHT OF WAY LINE --_—_— CENTERLINE (4j) OR PPOJECT•ED LANE ) s EXIST NG CENTERLINE — — STA"i AND NATIONAL BORDER LINES CITY OR TOWN LIMITS uNE ----- I� CC','4n'. PARK OR FOREST BOUNDARY ----- SECTION LINE — C`WNERSHIP BOUNDARY FULL ACCESS CONTROL -of Ae LIIVI-ED ACCESS CONtRUL THIS PROJECT EXIS"ING ACCESS CONTROL a PRESENT TRAVELED WAY T T.W.) FENCE LINE — EX1ST'NG GUARDRAIL PRC?OSED GUARORAII. --0-�� GA'E IN FENCE CA"TLE GUARD EXIST PROPOSED -+��-�- !' u s_•r __ SEC-ION CORNER 1`0u*w 4 U1,10UNDCH ` 1/4 SECTION CORNER 0.4 t w .L .n.•.. `+ CLOSING CORNER ePn T� MEDER CORNER ► s,ea AN P CEN-ER OF SECTION QQ ® POWER POLE IN PLACE a TELEPHONE POLE IN PLACE +- - TELEGRAPH POLE IN PLAA_E �- INDEX PARCEL OWNERSHIP SHEEI UG,T POLE Cs NO. NO. POLES TO BE MOVED Q © 1 JAMES & MABEL L STEPHENS R2,3 PRC°OSED CULVERT =__=____ 2 CNL WCOME FUND X LTD.. _ R2 EX STING CULVERT 0' � ' I � I A fLORIJA UMfTED PARTNERSHIP DITCH = �= 3 EULA MAE LESSLEY R2 4 CENTURY PROPERTIES_ FUND MV. R2.3 NLET DITCH ASSOCIATED PROJECT - -_ - A CALJFORNIA LIMITED PARTNERSHIP EK'STING DITCH ID. 5 DAVID A. OSTERMAN R2 CH;•,NEL CHANGES cq. _ 6 SAME AS 4 DI'C� BLOCK ; 7 W. BRUCE MECKLENBURG ET AL R2 3 a DONALD J., VERONICA C. k R2 RIP2AP DAMES W. DECOSSE 5k'?GEs RELATED PROJECTS 9 GALLATIN_ COUNTY R3 RAILROADS -"'�—� - 10 ROBERT L STEINWWN R3 STPP 0-2 25 82 PARCEL NUMBERS O7 11 CO-TRUSTEES TRUST, 0T AL TRUST RJ_ APF?OACH. EXIST - PP_IPCSED SRJ TTtl15T, ET AL Designed By: _1 I'Dut0l, P,E-_ Drown By. T. D-aEgN?g I� T_ Qate: JuIY 1"4 Robert Pecc ' a & Associates Helena MT ,*,** RPA Checked By: G, Lorsor, PE. Approved By: �«-C P Set Number: WB4ROO1 UWNERSH�P ROAD APPROACHES TOTAL GRO55 Rj W CX, USE. NUT PCMAINC."CR CO►1ST, PMT. EASE: PRIVATE PUSLIC W PARCEL 'SAME ADDRESS AREA AREA AREA AREA LEFT RIGHT AREA AP EA PARCELS NO. OF SIDE FIXED LOL A 51D£ STATION ROAD N L I JAMES S uA---L L STEPHENS 2320 w. BABCOCK, SOZE,.AN MT 59715 SEE SHEET R SERVED APP. STATION s 2 CN: IpoZCM't FUND X LID. 400 E. SO. Sl-._SUITE 501 10520 SF _ 0 0 0 18520 SF 0 253 SF 1 !c 2 1 LT 358+15.24 RT 358+47 79 W MAIn i:wX9 A itOk.AUNITED PARTNFRSHIP ORLANDO FL J2801 5 1 LT 363+51.21 RT 350+32 64 W MA 13 EULA MAE LESSLEY 2221 W. BABCOCK B07EMAN MT 59715 217900 SF 2487 SF 1 0 2487 SF 215313 SF 1530 SF RSFAc 7 1 RT 28+80.98 BA LT 360+40.75 W MAIN Section i t 4 CENTURY PROPERTIES FL►+0 XN, _ 185 S. STATE ST SEE SHEET R3 _ —_— 7 1 RT ?9+49.47 13A RT 363+75.00 w u�uN A CAL11ORNIA LIMITED PARTNERSHIP SALT LAKE CITY VT 84111 1 1 RT 10+63.13 BABCOCK w S DAVID A OSTERMAN 2210 HIGHLAND CT, BOZEMAN MT 59715 186070 SF 295 5F 0 295 SF 197775 SF 1421 SF 3 1 LT t1+47.16 BABCOCK W ' 6 CENTURY PROPERTIES FUND XN, 185 S, STATE ST. _ SEE SHEET R _ _ 2 1 RT 11+63 09 BA3COCK W A CALIFORNIA LIMITED PARTNERSHIP SALT LAKE CITY UT 8411 5 1 LT /2+44 78 BA®COCK W T25— —RSE o 7 W, BRuCE MECKLENBURG, ET AL BOX 367. BOZEMAN MT 59715 SEE SHEET a w 8_ OONA;D J, YERONK A C. do _ _ 1277b1. SF 0 _ 0 _ _ _0 127761 SF 29 SF 0_ JAMES W. DECOSSE 2500 FAIRWAY DR., BOZEt'AN IT 59715 z h L al � s 4 4 SE4NE4 a SW NE SEC, 11 SEC. 11 0` LA 3 ui T < 41 72 0, LOT A to at ' a Cl W g 3 •:� 5 � $ �. �U, 1KACT 1133.E � f 19 Opp y� `� _ •A6 ,�• _ =CL B COCK ST-M CL W. BAB OCK 51r`D _ -- - — — - Lam, L / 0 56 f? plA t t O t Y, 0 D :19F Tof 5.t 93 G' PI STA 366+23.2 U 11. /�� / Gp LAJ D • 04'DO'OCr RT W L = 1.183.10' CC T = 627.70' Ld R 1,432.355' 'RA 136A /y 4 E = 131.49' z C05 Y < 125 DO ................ .............. _ NW4SE4 0 01 SEC. 11 fly D.' i � / 9SJ NE4SE4 0, vi %' E OWNERSHIP ROAD APPROACHES j Pt1Rl IC TOTAL GROSS R/W FX. FASE_ NET REMAINDER CONST_ PMT_ EASE. PRIVATE o 1 FA;CEL NAME ADDRESS AREA AREA AREA AREA LEFT RIGHT AP.EA AREA PARCELS NO. OF FIXED LOCATION '^ SIDE SIDE STATION ROAD W 1 �&VES & MABEL L. STEPHENS 2320 W. BABCOCK, SOZE1,AN MT 59715 NEOOTATK)NS ONLY SERVED APP. STATION ROAD Z 4 CENTURY PROPERTIES FUND XN 185 S. STATE ST- 8594 SF 8594 SF 0 8594 SF 0 Sf _ _ 0 1 & 2 1 LT 358+15.24 w MAN RT 358+47.79 w MAIN W-o r A CALIFORNIA LIMITED PARTNERSHIP SALT LAKE CITY UT 54111 6 1 RT 20+59.82 23rd AVE LT 23+40.06 23rd AVE N Z 6 CENTURY PROPERTIES FUND XIV 185 S. STATE ST. 651341 Sf 25362 SF 0 25362 5F _ 625979 SF 5504 SFr 0 Section 11 A CALIFORNIA LIMITED PARTNERSHIP SALT LAKE CITY, UT 8411 7 W. BRUCE MECKLENSURC ET AL BOX 367, BOZEMAN MT 5'>715 70 SF 0 9 GALLATIN COUNTY N A 4458 SF 284 SF 0 2f?4 SF 4174 SF 0 IC C I 0 ROBERT L_ STEINMJWN PO BOX 905, 602EMAN MT 59715 NEGOTIATIONS ONLY _t1 CO—TRUSTEES OF D.CAR TRUST _ NEGOTIATIONS ONLY T2S- -R5E W AND S&J TRUST ET AL P-0. BOX 1965 BOZEMAN ►1T 59715 Z g� Z M) W I � V • a n - 4flV'3U HI. L 1,183.10' W IT 627.70' 31: Gl TB6 R = 131,49'95' L 4 / E 131.49'd O 25 00 ............. .......... O a s i 8 �. ` I 9x9 � T?3 NE4SE4 NW%E 4 r' ,y '• 4 ^ \,` SEC. 11 EC. 11 I,,II I T 0 .09 IQ7 �• Ot _D2 PV z p N LOT 1 f / Z i BLOCK 1 �.I I � r !I I Li PC 2Cf474.02 W I1li, �• - .. .I O Of O_ A a 8352 .....� ' U.5 , Z I I I I/ ~LOT 2, BLOCK 1 cowsT. P'� W w �- I -« ' -cxsrnc- e• z Z c 51 COMO. Pan. dl 19 00 Id i o O L �Ii N VI � 'sy I u