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Federal Aid Project No. IM 90-6(67)307 - North 7th Ave Interchange
,._.�. G ti'1[A yJ rI vu:lr G•w -[ � _ ' "rA 0.0"7N AOMONTANA DEPARTMENT OF TRANSPORTATION f re. ■. RAC[ MUM 0. _ ltM.�frM FEDERAL AID PROJE CT NO. IM 90-6(67)307 RAMP WIDENING, TRAFFIC SIGNALS & SEAL COAT i NORTH a rs r. ,.. 7TH AVENUE INTERCHANGE_ LTT rh GATI • � t dF r « r urrEA I BOZEMAN J- THIS PROJECT GALLATIN COUNTY LENGTH 0.0 MILES SCALES VERTICAL — 1N=2' SURFACING SOURCES - CONTRACTOR FURNISHED HORI7.OWAL - 1N=20' C CROSS SECTION - HORIZONTAL & VERTICAL ! THIS REDUCED PR' APPRO]MIATELY 1'2 ORIGINAL SCALE c CONTRACT 3�, , , m� inmmirim�. grin arm I � 2ozeme� �Q j S E Bose jn�D •�,� rn;� TY :i?A-,S W It llfl>.jjj��� -' - - :I+ 4 •i /,ice ► r �I o 0 oe „ f � ,• A? f - o � CNiIriN f� Rsflrer STA 60#6S ENO IY 90.6167);07 CSyY LIMTS PrrrosEo rw ,:o� a i/ p 90 z.3 ITY NTS d b I:: L,x A !l A i E 0 r w O J E C T t I;.; pZ v ti) f7 STA 34463 BECN Im 90-6167)SC7 M 0 N T A N A i V. I I 6 01PAtTlr EE r 00 TRA N t/O IITA Ti0 N �+ F:: k` cosclim !6it'.M IT [ tRCN ST I•{ ti� FF l I Iul CAIt t. n a +� I w►!E j ,`. D^r>t tM11NN ►!,t % i b 0MCrow of IV :r:^ C. : 1: I t= wwc S I tAwtaAcc S1 04 ffy P%Fcosrw_cT%3A — 4 ••I t' 1 E ASP[" :tVERACy E: hy'Ir ASPEM + PkGW" A f r o r l.1 l a r A 0.!C r i AVE j ] to A i A !!A t `• I i i U t DOMrrI(rR CO-rk4W&PCw7,%-ICN r Y [M I w V Y I'' 1 OT' tO(, /mt1A/ NK*ftAr ADMNs'7r:TjoN s, t nv A lG *A /DaRMac7 r w 17 .T 4� r Au ,2 W ►E KN 1 � ? $ 1^15:" ALY.ijT„ATOw D.T. STATE PROJECT -U." SHEET MO. MONTANA IM 4D-61671307 j 6� TABLE OF CONTENTS NOTES a ROAD PLANS SHEET NO, BASIS OF PLAN QUANTITIES RAMP WIDENING COUANTITIES FOR ESTIMATING PURPOSES ONLVI fe TITLE SHEET I SAWC•UT OW FOOT BEHIND EXIST04 EO^..E OF PAVEKNT AS TABLE OF CONTENTS 2 Cow. ACCRECATE WEIGHT • 3700 LOS. PER SHOWN OWN ON THE PLANS BEFORE CONSTRUCTING WIDENING SECTION. [Ow. WE+CHT OF ►L. MR BIT. SLRF. • 3ESS LBS. PER CU.VO. ASPKgl CEMENT • 6,0[ Of ►L. M[ BIT. SURF. NOTES 2 MTUM NODS MATLRAL • I.S LBS. PER CAI. NTOKATED LIME • I,SX of PL. MX BIT. SURF. LINEAR l LEVEL DATA 3 PRIME 0.30 GALLONS PER MYD. TACT • 0.OS CAL. PER so,fD. CENTERLINE COORDINATE TABLE 3 TYPICAL SECTIONS 4-6 UTILITIES SUMMARIES BEFORE BEGNRUNG EXCAVATION OR OTHER CONSTRUCTION OPERATIONS THE CONTRACTOR SHALL CONTACT THE FQLDMNG TO VEIUFT LOCATION AND DEPTH OF BURIEO CABLES AND OT.(R SURFACING 7 UTILITIES. I-800-424-55SS. FENCING 7 NEW CONCRETE CURB AND GUTTER 7 BITUMINOUS PAVEMENT REMOVAL T SIDE"ALK SLUTDP STAKING 7 C NEW SIDEWALK B A MNIMIM CF O.IS' LIFT Of MISHEO TOP SURFACIW. MI L PAVEMENT MARKINGS B BE PLACED UNDER All SIOCWAL[S, EXCAVATION AND WATER At IMPACT ATTENUATORS B TO BE INCLUDED IN LIMIT PRCE 910 PIER SQUARE TARS DF p GUARDRAIL B SIDEWALK. SAKUT PAVEMENT 3.S FEET FROM FAIL OF CURB. O L MEDIAN CONCRETE CURB B C STORM ORA1N g C TOPSOIL AND SEEDING 9 0 NEW CONCRETE BARRIER RAIL 9 U GRADING 9 I DETAILS C RAMP AND CURB INLET DETAILS 10 CONCRETE BARRIER RAIL DETAILS 1 1-1 3 N a PLAN 6 PROFILE 14-18 SIGNING PLANS SUMMARY S I-S 3 PLANS S4-S9 DETAILS SID ELECTRICAL PLANS SUMMARY E) DETAILS E2-ET PLANS E8-E12 i t CROSS SECTIONS B' LINE - VESTBOUND OFF RAMIP i 'C' LINE - EASTBOUND OFF RAID 2 iA �V V u 4 P ! h ^ - PROJECT NO. IM 90-6 (67 )307 N. 7TH AVE. INTERCHANGE 1J DESIGN© KOM 3-6-SS —'—- IKAM 0, ORAWN 11" 3.6•f5 rrrl>rK mcPK O*CKE Rvy 0 BOZEMAN RED GALLATIN COUNTY a :TALE PAOACT M-WSER 7ZET NO. UNTAAA V 9O-W01307 ] LINEAR AND LEVEL DATA COORDINATE TABLE fTA11oN OES"MT104 P OIL 1 COORDKATE E CA tL C0010MAIC REMARKS LENGTH OF ROADWAY 4 LANES URBAN 13M FT. - 0.262 MI. [ 344$L 60 pl.01 L. _ 110.728 SOW 136 LENGTH OF BRIDGE 4 LANES URBAN 740 FT. - 0-045 MI. 44.11.41 EQUATION 1e10.1130 SOIS4.174 ItilNT,IO 4E43l.12 EQUATION elfl.a sows..! • 1 • 1. I TOTAL LENGTH OF NORTH TM AVENUE 4 LANES URBAN 1625 FT. - 0,3M Ml. EqUATION 92s9.124 1-90 I6210 I S4.21.1T EQUATION 16-M its 5015t.e13 1 1627431.S0 a �54421.11 EOJA�ON 1s67 m _ f0154.452 • A 1i2 •So.00 E Et•90.0o P.0.L. 9942.122 SOIST,500 C It20•92.12 P.C. 11415,242 49343.076 It22435.TO P.I. 9357.41e 49475.6wi3 LENGTH OF ROADWAY 2 LANES URBAN 365 FT, - 0.067 MI. D I 3470.01 P.1. 1261.122 495".916 e 1 .•o3.51 P.C. e 4e.e I .241 LENGTH OF BRIDGE NA 0 FT. - 0.000 MI. C 1629.92.47 P.1. 8097.215 5006k 4O9 [ 16]0•SS.S9 P. 2997.073 so143.31t TOTAL LENGTH OF W.B.OFF RAMP (8 LINE) 2 LANES URBAN 355 FT. - 0.067 MI. C 1t30.67.21 Eow7fc! eef7.04S So151.9]f • E tN]7.l2 e 1c31♦ i.40 P.0 9410.235 LOT -411 / Ic3oso.s7 P.I. 952 e 9 sae -70f — i IL21+c5.21 P:1. 9617.100 SOMA" • t• 41I e I127• .50 EQUATION 96e0.Pei S01St.e43 �j LENGTH OF ROADWAY 3 LANES URBAN 634 FT. - 0.120 W. C — LENGTH OF BRIDGE NA 0 FT.— 0.000 ML TOTAL LENGTH OF E.B.OFF RAMP 1C LINE) 3 LANES URBAN 634 FT. = 0.120 MI. O C f C O U I o BENCH MARKS I : IMIkL IME STATION LOCATIDN DE SCRIP110N ILEYP •D•. 35.30 is CT 11LhT G eQ11NE IaU 4 tb N �a C BEARING SOURCE � ~ etANMOS 91ONN OI Mf+t FL&M A11E CfiMRTiED MON S0.M 086ETNA7IO'6 LEVEL DATUM SOURCE � MDT eEN01 MAPI. toMET NUT/397 ON FM NYDPANT p U L1643-HlVAT70N Ann IC 7 LrVTL DATUM WED ON MOT AFPPOVEO 904CH NARK WNOI e c r- T11E eoMwI,7 hin f 397 ON A FM WDKAhT LOCAITA Ow nE ILc cv1.7tT DF Tx 04IMECMN OF N.TTN AVE X-C OAA rT. PROJECT N 0. I M 9 0'6 l 6 ) u � • LEYa w7U4 F11OM ►11CL7ECT wt2a2M h N. 7TH AVE. INTERCHANGE �� 1MEAMi E 42i1'7 D " DESIGNED LDr `•6 95 SLLLN45 ,y, DRAWN 11Cn 1-t•95 r•7n•E { nnst BOZEMAN REVISED GALLATIN COUNTY REVISED AMID STATE IROJECI NUYOER S+[ET NO. YONTANA N 90•Gf71301 4 _ TYPICAL SECTION NO.1 N.7TH AVENUE 1NTERCHAN"£ NORTH 7TH AVENUE 40+61.85 TO 45+94.00 46�60 28 TO 48*110,00 I 54�44:35 TO 56�go.DO T0' 36' 34' R 26.5' 0.5' SEAL ► COVER SEAL a COVER t� SIS' Z 12 12' 16, 12' 12' 9' OEIIALK TRAVEL LANE TRAVEL LANE B, 6EDIAN TRAVEL LAME TRAVEL LANE SHLO. �a 1,5 3.5, PFOF,LE GR. ■ FINISH GRADE ?' SAW CUT VARIES EXgSMMG 4' CONC, SIDEWALK VARIES 0. IS' CR. TOP SURF. EXISTING 0.35' PL. YIX SIT. SURF. D. IS CR, TOP SURF. MATCH 2i EXIST, 2X SLOPE 2Z SLOPE SIDEWALK CROSS SLOPE u OUANTITIES C S AGGREGATE BITUMNOUS MATERIAL UNIT COVER PLANT CR, TOP UNIT ASPHALT TACK PRt6E SEAL NIX SURF, CEMENT O AREA 50. FEET 0,7 0.6 SO.YDS. PER STA, 22.2 22.2 793.3 C CU.TDS. PER STA. 2,6 2.2 TONS PER STA. 0.3 0.03 0.53 C TONS PER STA. 9.8 5.0 CAL. PER STA. I, 1 O 1 ATYPICAL SECTION NO.2 N. 7TH AVENUE INTERCHANGE 9 51*20.00li NORTH H70V5-67.85 vyi�l 0 J6, 7I0 34, 2 6.5' 3 ' D.5 SEAL 8 COVER SEAL & COVER 5 2 12 12' 16' 12' 12' 9' SIDE SLK TRAVEL LANE TRAVEL LANE e, AE01AN TRAVEL LANE TRAVEL LANE SHLO. I. 2' 1 S, 3.5' PACKFILI OR. SAW CUT it ISH GRADE 2' � y VARrES A'TIMG 4' CONC. SIDEWALK VARIES EtcVS 0. 15' CR. TOP SURF, EXISTING � 0.35' PL. NX BIT. SURF. 0. 15 CR. TOP SURF. MATCH 2X EXIST. 2X SLOPE 27. SLOPE bt; SIDEWALK I CROSS SLOPE P i .- PROJECT NO. IM 90-6t67 )307 . - OUANTITIES TYPICAL SECTIONS AGGREGATE BITUMNOUS MATERIAL UNIT TER PLANT CR. TOP UNIT CEAH?kL TACK PRIME SEAL N. 7TH AVE. INTERCHANGE AREA SM FEET 0.7 0.6 S0,IDS. PER STA. 22.2 22.2 783.3 oES10NEo ■ow r6 es T a CU.r05. PER STA 2,6 2.2 TONS PER STA. 0.3 0.03 0.53 DKAWN Icy 3-6-" sours �" TONS PER STA, 9.8 5.0 GAL. PER STA. 1. 1 CHEC■FO molt m»t aY� 1 BOZEMAN 1� ' , GALLATIN COUNTY SCALEM 1' = s' STATE PROJECT 04UMBER SHEET N0. TYPICALSECTION NO. 3 WONTA11A w 90-6%n3,07 , r 'I 'B'LINE RAMP 1629+48.94 TO 1630#48.94 1630+48.94 70 1638+47.30 - TRANSITION TYP. NO. 4 TO TYP, N0.3 26, 14 V LINE RAMP tty 24' 1624+14.211 TO 1626+14.21 - SEAL ► COAT TRANSITION TYP. NO. 3 TO TYP. N0. 5 4' 14, 61 SHLO. TRAVEL LANE SHLO. 2' PROFILE GRADE FINISH GRADE API 5i l EX95T1µG �� V DIES EXISTING SURFACING TO REMAIN VARIES CROSS SLOPE - IEXISTINCI VARIES c � QUANTITIES AGGREGATE UNIT COVER UNIT SEAL 0 MATERIAL c AREA SOFT, ISO.YDS. PER STA. 266.7 c i CU.YDS. PER STA. TONS PER STA. 0.2 0 ' TONS PER STA. 3.3 GAL. PER STA. TYPICAL SECTION NO. 4 '8'LINE RAMP ? 1627+98.36 TO 1630448.94 24' L 28' 1 14' 4_+ 34' SEAL A COVER 4' 12' 12' 6' SHLD. TRAVEL LANE TRAVEL LANE SHLD. T. 6' PROFILE GRADE CUT EXIST. n u FINSH GRADE PAVEMENT is 5't 61 I Flll HEIGHT 1I SLOPE SING 411 STAKE (VARIES) bt. 5 0.35' COMP. PL. MIX BIT. SURF. 0. 15' COMP. CR. TOP SURF. LL11.0' COMP. CR. BASE SURF. „ VARIES CROSS SLOPE • (EXISTING) CROSS SLOPE _ -2X (NNI -i MATCH CROSS SLOPE OF EXISTING PROJECT NO. IM 90-6167 )307 TYPICAL SECTION QUANTITIES 7 1 + � + UNIT AGGREGATE UNIT ASPHALT PRIME TACK SEAL N. I TH AVE. INTERCHANGE �. CO R PLANT CR. TOP CR. BASE CEMENT DE9teNED IWr 6•]5 L �0. MAT L. AaX SURF. COURSE .KILLOM "AM A AREA SO.FT. 3.9 2. 1 21.0 SO YDS. PER STA. 144.4 144.4 377.8 04:b:LD "?um )I tt7un I CU.YDS. PER STA- 14.3 7.8 77.8 TONS PER STA. 1.7 0. 18 0.64 neesED TUNS PER STA, 4.7 27.S CAL. PER STA, 7.2 BOZEMAN ,ensED GALLATIN COUNTY SCALE) 1' _ 5' W^,ED STATE I PRO.lCl PACER SHEET W. MON7ANA I W 90-6t6TIX7 1 6 'C'LINE RAMP TYPICAL SECTION NO. 5 t626• 4. L 26, 38' 2 6' b 25' l` 4 6' A I 12 SEAL 1 COVER 12' 12' 6' SHLD. TRAVEL LANE TRAVEL LANE TRAVEL LANE SPLO. 6' 2' PROFILE GRADE FIKISH CRAD 6: I St 1 CUT EXIST 6e 1 FILL HEICHi k SLOPE Apt S EX\STING PAVE►ENT 0.35' CCIAa. PL. MX BIT. SURF. Ii) STAKE (VARIESI 0.15' CCIP. CR. TOP SURF. I.0' COAP. CR. BASE SURF. 10 VARIES CROSS SLOPE (EXISTIN;I CROSS SLOPE _ -27, (MIN) u MATCH CROSS SLOPE OF EXISTINC C O C o OUANTITIES U pp AGGREGATE ASPHALT I 3 UNIT COVER PLANT CR. TOP CR. BASE UNIT CE►ENT PRI6E TACK SEAL MAT'L. AtX SURF. I COURSE AREA SO.FT. B. 1 3.9 33.0 SO,YOS. PER STA. 277.5 277.5 S I I. 1 C _ CU.YDS. PER STA, 29.B 14.4 122.2 TONS PER STA. '-•5 0.35 t3 9 0.67 TONS PER STA. 6.A 57.S GAL PER STA. Ln M A = A w t w 4u n e r- PROJECT N0. IM 90-6 c67 l30 ti TYPICAL SECTION N. 7TH AVE. INTERCHANGE I l T�w c m�ir u -- DESIGNED u� ]-c-s5 vi,.«r w,a. DNAWN AK• 3-i-95 �rr.�rc CHECKED 8 02 E MA N REVISED GALLATIN COUNTY SCALES 1 5 ftwED STATE PROJECT NUMBER UCET to Sv WJNTANA W tft11307 (? i SURFACING LINEAR fill TDh% cue IARDS tITWMp•JS MATERIAL AOGRFGATE TONS GALS. S1ATIO4 PLANT COVER / WTEMAL CRUSHEO COVS40 REMARKS CROSS NET • - FOR III SMITADwG TYPE A TOP EASE SF AL PLANT Pm l[ TACA SURFA410C COWISL CAS 2 YS ll� GRADE I GRADE 4► TYPE MADE r�TYPE A LATER IS-100 K•TO S5•1 fRQN 10 00, N. 7TH AVE. ♦0•t 1.11 4NT4.oo I S32.It _ -- 0.4 7 It Lt 6- 1MCAL SFCTICN -- -- --- a 46-Ip.24 49#/L T. 2 127.71 0.2 11 0.7 0.I TYPICAL SECTION ND. I SI•J0.00 1 53-0.95 267.11 �jT 0.2 13 1.4 D,( &1 2.9 TYPICAL SECTION Ni 2 sIN..!S 1 S6.10. 4 24 S 1. 0.7 TMCAL SEVIN --- 18' LINE - I(22♦sf.1 11121♦4 .24 10.S1 ISO.$I 0.( 12 1 2./ 0. TYPICAL SECTION NO. 4 1 1 2 • L 11 It30♦4 .14 1Do.DO 100.00 _ _ 0,2 14 0+1 1 7MF R. TTP. SEC. N0. 3 TO TTR A I630♦4/.14 I631 7.30 TILDO 1sL00 - TYPICAL SECTION NO. 3 V LINE -- It+9•?1.)0 1424.34.21 S21.00 00 - - - TYPICAL SECTION NO. 3 't24.14.JI 1626•14_21 1110. 1 00 0.1 1 1.1 to TIT t "P 't2t.l 4.tl It2s♦1J.ST J.! 41 U.( 1.1 47.0 TV04CAL SECTION NO. S V. V LI14 INTFRS100% A, UK INTERSf CT1011 ! 11 1,1 V C S �.TAI 33 .it !.11 3 11 JJ.T 1 . O C f C O V I BITUMINOUS PAVEMENT REMOVAL BLUETOP STAKING NEW CONCRETE CURB AND GUTTER N Z Q3 S0 701. LINEAR FEET OUR C f SE YL STAl1004 STATION STATION &TLwwOLn LVRe ARID GUTTER REMARKS ►AYEK►T REMARKS BIICTOP REMARKS FR^-Y TO LEFT WONT N t IFYNIy STARING 40•!0.3E 45♦5E SO 542,4 INCLUDES 1-25 RA01US. I-ISO rAA lAL EA-FJ L� 51 ■ FROM TO TROY TO 4('t1.1T1 S 461.61 2 .0 03S IMCL IAES_1-;0' US RAOkWS N. 7TH AVE. --- T I T•5).50 It •1 4 0.1 ' 1� 4NT I IYCLUEIES I-35 PARTIAL RAOI� t-2S' RADIUS t24.!4.11 163 ♦tT 11 0.1 4p.t 1.01 It.2S.00 1011 46.S 41♦/4.00 510 - 51.33.1S S)•17,IS I $4♦44.3S S .f .DO 2500 UBTOTIL I)11.) TOTAL 0.5 TOTAL 1)t1.) 18' LINE 1517453.SO 1130#41.14 325 N g V LINE N' 4 1624,34.21 M i $ TOTAL FENCINGIsiD. DEG %C. (O7) C 4155 C RE►CVE ME EM'N STATION CIwW.149 DOUBLE REMARKS ` w 7RDY TO FEW" FFNCE PANELS „ 6! i + 39-1 Ic2I•I! 23 I70 ) I V � a - w TOIAL 2 ITo PROJECT NO. IM 90-6 (67 )307 14 1 3 7 n h - SUMMARIES • N. 7TH AVE. INTERCHANGE MAY a Ms2GNm KOH 1•6•111 ORAWTV IIC7 1-t•K Ant 1\\ REVISED B O Z E MA N REYLSED GALLATIN COUNTY STATE PROJECT MASER SHEET HO. AAO/ItAJfA w t10�tm30T / _ SUMMARY l 1 NEW SIDEWALK ISTD. DWC NO. es) PAVEMENT MARKINGS m VOL" SQUARE TAROS "01H STAn07/ RE YCE [t 4'tO KEIE SIDEtuLc REMARKS INIEll"m lINAl TOTAL Fg01 TO LDE}AL[ LElT bGHi APPLICATION aPL1CA170N K� tPJROsnrLb0.s - TmTE Air 40♦50.3* 4 0 2 1 tNLSUO'• ' FNG AL RADIUS — --- SIM-10K - g yTE PARCW SS SS 44♦25.00 45N 1.00 )e 4 INCLUDES ES AN LAN NO Tlt MN TELI.00 PAINT 21 2 11 • ♦ ♦ 130 S URCLUOEs I-20 is 4US C1gM WRA�IC - TEL Oq 31 3/ 1♦33.TS • 1 146 s WCLUOES 1-25 ► I _ S4413.DO $6+65.,13 ISO S thaLMS 1-2$ PARTIAL RADt 1-25 RADIUS SIIbP+IC - MTE_PLASIIC 4 IgCM 4170 4470 a — T -jtW - TE PLASTIC2330 2330 S TR PING - Will It PLASTIC 24 INCH 270 2TO STRPING - YELLOW PLAS?K 4 tAId1 4110 4110 SL! 01 AL Ss ) r-W,OSiSrr00ls - M PLASl4C SIT 57T iC1 AL e2S IMPACT ATTENUATORS MEDIAN CONCRETE CURB (sto. o11: HD. 5T) STATION IOvE RESET REMARKS LINEAR FEET stl YOS- aL VDS. S0.TDS. u.7o L C Tsi:ss t STATION WE RED REMOYE CRUSHED ms REMARKS �' IE DRAM 1[2,AN ipp CONCAVE FRDW 10 TYPE A CURS CAP SLAF. CAP • ♦U`7 416*43A 10 220 IU tfpAM - rSL AND 45**IX SO 12 C — C 45475.00 t2 _ O 4 ♦4 } RCVT161_ 4}♦1 0 N U 1 - 46•9R_00 49*90.00 --TIL—I Ill it or AN - r%Ct LICE 2 RAWIK R APE 17S j� 4 •94.0O 411.e0.00 KaAN - uKLWES III LYS ►TAPERS SI.20.00 53•44.00 446 11 13e NEa RA TAPERS N 1♦2 0.-QoL- ♦44 4SO 21t WD-AN INCLUDES RADI A TAPERS C S4♦71.00 SS♦35.00 105 ILDIA" - Rtr.L DOES RADN �a - I rR T — g — N 10TAL Sl I-it 151 20 241 GUARDRAIL ISM. Dr SEC. 1061 *SEE SPEC.AL PROVISIONS STATION NCR METAL RE-WYE DIEDCE APPROACH N[* GUARDRAIL GLIARDM I. SECTION TYPE 2 [♦U ANCHOR F ROW 10 LEFT ICGHT LEFT RWR LEFT R,r NT LEFT lbWT 51-33,15 53♦10.13 ?so* Its' I I 250' t A V k STORM DRAIN - � 4 0*LAq FEET CLWC YARDS Isj CLOG YARDS STATION NET R.C.P. IRR. TRENCH CATCH RiPRA► REMARKS iEtC, BASIN CL. 1 CL.3 2• 4) u AI♦Oo 11 s I 0.3 43♦00 21 10 I 0. T h PROJECT NO. IM 90-Gt67 )307 - SUMMARIES S.lTOTAL ,DIAL 42 IS N. 7TH AVE. INTERCHANGE C) S+o.Ms L 4}Ly�V 0 •SEE STAN0AL40 DgArrG NO.. 53 14C?• DESIDNDESIGNEDAC 3S DAAtW 3-VIS�1S rf!*R'l n10rc PfO.!D B O Z E MA N REl1SEE3 GALLATIN COUNTY sED STATE PROJECT M-60BER SHEET NO. Y 90-6t6T130T � SUMMARYe10NTAHA TOPSOIL & SEEDING ISLE SPECIAL ►ROVISOiSI NEW CONCRETE BARRIER RAIL �= CII&C TARDS ACRES LINEM FT. EACH STATION ToewL TIO CEt• E REMARKS STATION ATTENUATOR REMARKS SEED FERTILIZER a"ItIEN SAL V AG MG y neEq CIE igOY TO • P.AG NG N0. 1 N0. 2 M0. I NO. 2 WLCM FROM TO R,uE p �OKI.BB ♦ lot 0.2 0.2 0.2 0.9 N. ?TM AVE. �I 12 _ S I•)S.TS 251.is N. TTM AVE. � OO& ET. 9a 162 •13.bo j539.�4' 19� A 0.4 0.4 O.E 1 t1 N[ _ IHCLIDEi E TAPEa[_0 CONCRETE Cots 1924614.21 IE29+SA5 is 0.2 0.2 0.2 0.2 1 L - - -- TDTAI 31! 0.1 0.t 0.t 0.t TOTAL 251.TS N SEE SPECIAL PWViS1O S V GRADING qCUSIC YARDS a STATION C Eba. IN LobCE ROADBED REMARKS OP ACE ETC. COW, V FROH TO a 1E30•S4.SO 1E50N9.N 671 192 LINE 7 I[ G-1 .21 I42141 . �91' 799 V LIME 0 C - CC 1 N �� T0TA1 1111 9EE - - I � R r A C �Q a i v o .- PROJECT NO. IM 90-6(67)307 n ry - RAMP DETAIL & CURB INLET II N. 7TH AVE. INTERCHANGE a - DESMv.Tp EDM 3-4-n 1/ �,,� 1 ♦� O1EMED BOZEMAN REv1sED REVISED GALLATIN COUNTY REvr ED SIAIE PreOACT MAMMA SHEET NU. MONTANA 10 WV6T)30T IO I B — 2 S ]A' 'i 2) %6 ^' V V W W pp - W Ila A A I W W W 5 IL' • 1 ► L 20' • - BBB 22• •• I� a ; ;•: JOtlt Y FLUSH SECTION A-A g NOTED NEENAH FOUNDRY R-3286-8V (JLINE 1992 REVISION) OR APPROVED EOUAL IVANE STYLEI PLAN CURB RAMP DETAIL NOT TO SCALE CENTER OF MANHOLE II TYPE II CURB INLET 7• FRAW ► CRATE ADJUSTABLE cLne Box E Is S '/.' T 0 6 2•R s • 70'OA•ETLR �� ROOF SLAB 9� •�.�� OPEk NG 0 o • MANHOLE OIAW-lER AS REWREO C L 0 • . V s 70'Rep A CLASS II ROOF SLAB MALL e A I IASTY C-761 1 [xTRA BAR SAIER704MAL�'N •'• ' ' 'ALL SIDES)o LA 1 .• ;, )'SLOPE TO DRAIN -\ • ' p,TSI 1AN• GRADE • • A FLOOR SLAB• ROOF SLAB 6'1 6'1 6 GAZE RTIF FOR CDMBINATION TYPE 3 MAN/OLE• TYPE IV CROP .NLET SCE STANDARD DRA�IWG ST FOR Di IER, SLAB TW CKNESS. •STANJARO UNLESS DrnFR1 PLANS . A I�tEO OM TFE PLA . A NO REINFORCING 11110JREMENTS. SECTION B-B COMBINATION C e n NCTE, ALL CONDKII TO BE CLASS *3D'OR APPROVED EOUTAL. t� v =U CURB INLET TYPE II PROJECT NO. IM 90-6(67)30 NOT TO SCALE RAMP DETAIL & CURB INLET TYPE II .1 h N. 7TH AVE. 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MUM= � .�.� ��o.����t�M—W�� ww��ww�ww�r=w���wwww��wwww wm waaaa.ar�wwwwwwwar..wwwwwww,r—ww�..aar�a� STATE PROJECT NU10ER SHEET NO 1EATAM tY 90-6(671301 S-1 SUMMARY SIGNING & DELINEATION QUANTITIES MATERIAL TOTAL UNIT SIGNS-SHEET ALUMNUM-REFLECTIVE SHEETINGIA) SO. FOOT SIGNS-SHEET ALUMNUM-REFLECTIVE SHEETINGIB) 109. 6 SO. FOOT SICNS-ALUMNUM SHEET INCREMENT SO. FOOT �a OVERLAY-SHEET ALUMNUM SO. FOOT POSTS-STEEL "U" POUNDS POSTS-PETAL 1)' DELINEATOR LINEAL FT. POLES-TREATED TIMBER-BARN-3"TOP G' LINEAL FT. POL ES-1REATED TIMBER-BARN-4"TOP d 52 LINEAL FT. PDLES-TREATED TIM3ER-EIARN-5`fOP V LINEAL FT. POLES-TREATED TIMBER-BARN-6"10P V 82 LINEAL FT. POLES-TREATED TIMBER-CLASS 4 LINEAL FT. POLES-TREATED TIMBER-CLASS 3 LINEAL FT. POSTS-TUBULAR STEEL POUNDS c POSTS-STRUCTURAL STEEL POUNDS OVERHEAD STRUCTURE-METAL-CANTILEVER 1 EACH OVERHEAD STRUCTURE-METAL-BRIDGE LUMP SUM c REMOVE GUIDE POSTS EACH 0 GUIDE POSTS EACH I HIGHWAY TRAFFIC STRIPING-WHITE GAL. IS) %A HIGHWAY TRAFFIC STRIPING-YELLOW GAL. (S) C i WORDS 6 SYMBOLS SO. FT. FLEXIBLE DELINEATORS 6 EACH Ni DELINEATOR-DESIGN A EACH M DELINEATOR-DESIGN B 8 EACH DELINEATOR-DESIGN C EACH DELINEATOR-DESIGN D EACH DELINEATOR-DESIGN E EACH DELINEATOR-DESIGN F EACH DELINEATOR-DESIGN G 8 EACH DELINEATOR-DESIGN H EACH W REMOVE SIGNS-GUIDE EACH g� RESET SIGNS-GUIDE 5 EACH T MSCELLANEOUS WORK LU6e SUM a BARRICADE-TYPE LINEAL FT. $ REMOVE SIGNS B EACH RESET SIGNS 5 EACH mom, . ' DEWNED KOM 34"s SNowa E Kmv nn DMKN 1C7 5-,T l" za "CKED ftEYSED erviSED '' P tS STATE PRDJCCT NilY6C11 SHEET MQ, YONrANA iY 90-61671307 5-7 2 -I Ir W 4 O Q CL Cl 2 ¢ S o �1 d,.V�qts a4 evof•s 4� a N C.. { S e J_ • m 1.O � e r N VN ® �w 1-Yto- � G o U C) ltia,✓3�P1 j N�A&PF-Tr r* 3h C S N Vm N VI V1 Ntn N yt' N N N N VN D NN Vf�/1 NV.1/• V1N _ NVI J1N_NN NN _ O V•� ✓1YI_ NN N N N NN W - O G WW -- - - - ----- W W WW W W N N V.^'n N6'1 ,0%,V, - IOW) N y J1•(1 V1 Y•y N N NN 1/� N r V/N N•/� NN N V7 0 N y7 V1 NN Jf V1 J1N J1 y�y�N yf I <K< « W l` W W WW 2S l./ W W WW WW W Mac y! tL 6'W W 5 W yWf Ll W W W W W W W W Ll W yw W W OC d'er R'd m d'd' W W W W W W W W W W Ly Q yW1 W�Q `J O '� {�1�� Vl n ?O 1� > 1� 1� �1���J 7 N ?? ?N V�ViN Vi�l✓f �A 7 �,� m1. nono� �0� gO �KO� - fv r•t a � Nn�Nr�-��' � ' � ' g�� � '^S = �� � ��� ' �� "_' +p Ou Af- - N- O - tf7 ^ OO cn ' _ P dti6b ►� �Yl Z -R t¢ ,,.�Q Q O Q ae^K Oit - J1 O°C fv n OQ N - 14Q••1°r rl •�+p •�¢ 6 Pf f. .n O « .•O,n = �' ` v+0 ._n '- - .D .�QW r.r��/eo hC� � � NO � �' - � : .. � � a o p - - _ i- N r1 J1 .11 •O �D •D •- �O7'1 N Il�rt /t rr�� r� f 1 J� J . ca IOV f < < f <P f� 'I � f � � f Jl Jl J1 Jl H1 .f1 ✓f ���� � W., A •� � O STATE I PAIW ECT NUY6EA S K ET N0. A = r o 0 o ►bhTANA IY 90-6(671307 5.3 w r i CD, m m w sp z ® a is o W JI by�9L �l V OC e W— H J — A Q ■ J Z O C U i r�a•� CD u u u rm � TTj 1f1T �� J ^ ^ ry n n .-� ^ ry n ✓� �y J �3) l W W W ►- l ro�'ts Z Z 1 Z O O $ fir kibtd)J o 0 0 0 0 Ir o 0 0 0 o 4 u r �'-j• OLy3, � 0 0 0 0 d� o_ _o - r O � o O o 0 o a o W u N V, N y/ (y W W r W 1•l r rl W r y }Q �W1/ ry ry C Z f V N N K K orQ'd' S�O.'1'C K ter, � F•- �- b N Ln Q W n ✓� Q N r l o`e •a! ti W ,iex _.oc of a ¢ $ W ,;Q In O N ry N 10 J1 �O �p r- O• P P T ^ O R/w STATE PROJECT NUMBER SHEET M]. ---- - WJNTANA Y W4 6730T S-4 V\j Q Sa z -O(L I BAXTER LANE Q USE AS IS -� R/W ua )R2- 1 (�5) R2-1 (35 R2-1 (351 USE AS IS USE AS IS Lk I: g _---------------------------------- ---------- -t�-----------------------------------_---_--_-_--------------------- I) - ------------- ------------------ - ---, --- PLASTIC------------- ---- -------------------------'----------- -- ♦!1 , N 7TH AVENUE Q N N �' SKIP t1aITE PLASTIC f9� 151 1� U7 Q 8- WHITE PLASTIC •7! N Q C 74 4,R 4' YELLOW PLASTIC Q .S7 IM1 IA�ER 4, .----� _ LL E - N 00-Da'22- E LIJ 2 O 2.5' YEttOf- PAWS-<7YP T:- LINE _ _l V) 5 N 2 A' SKIP WHITES=LASTIC t9=t5! L, YELLOW PLASTIC = d ITYP) - I D- nM1ATE PLASTIC w fi WHITE PLASTIC R/w r , LEGEND � } DELINEATOR DESIGN 'G' DOUBLE PHTE I� • DELINEATOR DESIGN 'B' DOUBLE YELLOW Z R2-1 (SS) 14 C FLEXIBLE SURFACE MOUNT DELINEATOR Q MI_ )� USE AS IS ti N SEE SPECIAL PROVISIONS J IA5 1U USE AS IS G"I : USE i USE AS 15 NOTEI WHERE SPECIFIED ON PLANS AS USE AS IS PLASTIC, PAVEMENT MARKINGS L1J tZ J. SHALL BE INLAID MDT EXTRUDED V T L i = HYDROCARBON THERMOPLASTIC. W IP 7/ 45 a< N WORDS AND SYMBOLS SHALL BE x C-2 4" a W-IITE PLASTIC. PAVEIENT MARKINGS Q C-3 ON CONCRETE SMALL BE 90 MIL [fl USE AS IS P v n PREFORMED THERMOPLASTIC TAPE METING THE REOUIREMENTS OF THE „ . STANDARD SPECIFICATIONS. PROJECT NO. IM 90-6 (67 )307 - �„,�° SIGNING AND PAVEMENT MARKING •ice 2 - D3 N. 7TH AVE. INTERCHANGE i L lava RI- 1 Di-WSED tDI 34-2S - I NAwra USE AS IS CAAWN wv -I-" "van CHECICD B O Z E MA N 11E GALLATIN COUNTY SCALE I- -- 20' REVISED coT STATE ►ROACT MMeEA SWLI N0. `-•• ' t]-+ W V , 40N1Ah1 Y 90-a*6T1J07 S-0 t) M4-5 M3-4 45426. 1 T.202. T'LT \ ; MI-4 I/I-10 150'R V: cy��FFrs ME-1 N6-1 _- ' ��, M3-2 RESET y �� • ��� R6-11R1 MI- 1 '----------- ', �' 'yam v •'' 8X R3-2P MG- IQ -----_-_ RESET � �� by R5- t 6a s RESET � 4P •T ?� USE AS Is R6-1 IL ® • c 1' : = R3-1 4: A °° o R3- IP !� ------- -----------------+ '� •� IWTOI �� � USE AS IS 5 a 'y0 ti R5- I ' RI-I O REMOVE ,.Ab r .T REMOVE 16•IE2TT • !� (1� I HO Fr J- WO r REMOVE uiP4.1fi.93.21 t T ••� Y !�� i A� "^ •- . X 9''_0 1!I 55R • 1?' `� 1• 1• 1C'IC�2 aW • i a t ® 4`+95 146+SB.T! G�b`',tO�t• ��i • i 46. L • 710�ilki-%• Qtv gOo1f� v+ s mW gS 46 k• 56 L aa•T0 3G'Lt R10-1 I NEW _ - - -+ - 9,11•IE : � 4' SKIP WHIITE T ----------- = _ - PLASTIC . --------�-� -- ------------ PLASTIC- - 15I--- ----- f ---- - L "S+!!.6 a P4TE W - - - - ------ - -- - SKIP • ---------- ----------------- ---- - ----- - - - ----- 4' M1rtF oLA511C 40..9'. PLASTIC ? 10+R IS.a6'.I a' WHITE PLASTIC - •00 ! l-4' rS1TE TAPE 141151 ,, O O 1' ri0E PLASIIC E 46+11.41 32111 p p D 1625.6T.6 ° F+ 24' W47E J/ C + 4' S►.IP WrItE PLASTIC 49; 153 S. 1 m PLASTIC tTYPI .08 —_ -- a' YELLOW TAPE 'r to O G 1 Q ITYP3 454T2 D' WHITE PLASTIC "_ 20' F- 1 W W 4' TELLC• PLASTIC I *55.59 ITTP1 '17TP'�� "' N 00,0•,22'E �~ , La1 z z I , YELLOW CURB 1F'LINE f of _ _ _ I I I• 2. E -6+3T.92• 4.p PAINT - - - - 1 J N 1 C 1630•67,21 T~ 4• YELLOW TAPE W = =- G = 4' YELLOW PLASTIC ♦ 4T+00 N _ 4' rEIIOR PLASTIC / - W U LLJ C.) H I N < �4' SKIP WHITE B' SNi1E PLASTIC I100'1 - PAINTOW CURB C —y4• SKIP W411E PLASTIC 191 ISI T —_ N~ PLASTIC I11151 24' WHITE f� JJ N. 7 TH AVENUE � LI PLASTIC - -•---•-• /' WHITE PLASTIC / ♦ - - a' VOTE PLASTIC 1 9� r' 4 / ♦ I I ///♦ L+ a6f48.1. Sl.4'RT I r' fW ♦ r ?5'R ♦ D 1630421.6 G-5 >3 ♦/ END 4• WHITE USE AS IS 1 ti V: D 1630+11.15. PLASTIC. BEGIN r 20.3'A1 4' YELLOW PAINT. G-4 / eo'R END 4' YELLOW LEGEND a ' P. 0 PAINT AT USE AS IS R6-1 IL I �W D 1638+00. DELINEATOR DESIGN 'G' t w RG-1 IR 1 !HI M3-40 DOUBLE WHITESLA�t•I•2W - R3-2 Tel b MI-I 4>- • DELINEATOR DESIGN 'S' r � R3-2P I I•D MG-30 DOUBLE YELLOW • • H •• u ' REUSE I D 1630•T2.6 USE AS 15 ENO a' W12 Q FLEXIBLE SURFACE MOUNT „ A PLASIIC. BEGIN M3-20 PROVDELIISIONS. SEE SPECIAL D3 r + 4' 4" PAINT. � /rE;G}pl a,• MI- I v N . off R10-tt 1•'� i END a• WNrE � \"���r� � y6_1a PROJECT N0. IM 90-6 (67 )307 n _ NEW .�'�� PAINT Al USE AS IS NOTEI WHERE SPECIFIED ON PLANS AS D 1631.00. SIGNING AND PAVEMENT MARKING PLASTIC. PAVEMENT WRKINGS LA-1 M3-20 SHALL BE INLAID HOT EXTRUDED USE As Is ® MG-10 WORDSCAANNDOSVMBOLLSOSHALL BE N. 7TH AVE. INTERCHANGE -1 • LL-4SIGNM A7NUSE A$ I$ NHITE PLASTIC. PAVEMENT AMAR[INGS ON CONCRETE SHALL BE !0 MSL WN Ir[1 ]�J-t5 �nt>rn[ N4AI� PREFORMED THERMOPLASTIC TAPE MEETING THE REWIRE►ENIS OF THEwl) / STANDARD SPECIFICATIONS. BOZEMAN GALLATIN COUNTYSCALE 1' = ?0' ocl• r�1 rt- STATE PM tCT ►&MBEF %rCEI -0. 4- WHITE PAINT MSNTANA Y 10.6t67tS07 S-G ' ^ ^ A' Y£IIOM PAINT - , Ln U 7 NOTEI Lj J u , U 7 A 1620+00 N6-I -i BEGIN 4' V-VTE IRTI AND {�' N6- IP 4' YELLOW ILI) PAINT. ^ MATCH EXISTING. ` i USE AS IS R4-7 - L f RESET REMOVE►/3-40 41 ►11 U s �® •• kk !_ MG- I0 fia � Q REUSE B'WHITE PLASTIC p 5 I•S 61 0- 6 it.A 1,46'L T 1' M3-2a - ►wO7El TH,S RADIUS IS FOR IJ1-I D A 16I7+99 _ STR]PING A'LINE RAW M6-310 ENO YELLOW 54•fi6.32.104'LT 1 ♦' YELLOW PLASTIC p' Qj REUSE T 7 PAINT 4- SPACE YS \ 40 �' YELLOW PLASTIC i END TAPE AND BEGIN PLASTIC M3-40 `� a D3 z' 2 >, • NEW I� j' SPACE PLASTIC PAVEMENT MARKINGS AT THE M41-1 ® cgj EDLE Of BOTH BRIDGE DECKS M6-I 0 c j \ - >♦�>!AWAY rt 4' YELLOW PLASTIC REUSE \ \ A 162T+45 / \\ END 4 YELLOW E 1 /! PAINT l I ( I. ------------------------ -f - L 11 - n �• 4. l - §1+70 ---- ------ -- -- --___ ---------------------------- ----- ---------- ----- R6-1 (LI 1628.05 -�- M3-4 `-- --------------- ----------- ---- -- ---- ;, 4' WwTE TAPE 4- SKIP WHITE PLASTIC 491 ISI k M1-1 IF211+ Bi• 4' pyl PLASTIC 1 O SKIP WHTE TAPE t9/151 N. �'7 T H VENUE �_ MG-I A 1628.50.00 5' WwTE PLASTIC 1100') ~ ~ O —I — +42 4'R USE AS IS v) Un + '" a 4' YELLOW TAPE 4' YELLOW PLASTIC n 24- WHITE YELLOW CURB 1 �, rf PLASTIC FAINT 11TP1 00*09'22' E q dc- N = Z_ C y W 2 r o 'E'LINE +9p aQ o H TO' 2.5' t113 YELLOW CURB Y4' SXIP 1r.9TE PLASTIC 19/151 +V) PAINT ITYPI I! 4' YELLOW PLASTIC B' MiEPLASTIC4- YELLOW TAPE B' WHITE PLASTICW V LcJ U .� �. -- 1 �— 24' WHITE V)W ►- it �4' SKIP WHITE TI ev PLASTIC E 54• I. 17■ VUTE PLASTIC 1/T < _ 4- SKIP WHITE PLASTIC 191 I51 - 11' WIE PLASTIC HOD'I 8 162T+59.504�WHITE TAPE 4•WHITE PLASTIC =1 B 1b2fi�05.S ~q,pV BEGIN TAPER /^ {1f 0 W SI.19. 10'47 S4441 70'RT W.= r u = 1' YELLOW PLASTIC ` t 4 <r 0 <i `I r rs 4C' `9e a <°. R6- 1 (RIS R4-7 '� s� co R3-2 0 +� o IJ, R4-7P - �� R3-2P f o a T [$ _ USE AS IS A /r \♦ :t wUSE AS IS 1 8 G-7 USE AS IS o ON% `. z~ USE AS IS RI- I i1. .�^��'� REMOVE r. R6-IlL1 R6 1IR) ^ o4 �{ a o a , V �. -34 • T� R3-IP R3-2P c' N USE AS IS USE AS ISM3-4 1 �� ` a Qv 1 MI-10 M I-10 f '6�9. �`� 1 LA-2 / M6-1 Q. E.r•a M6-I f�p��Ofq sY RESET ,/ RESET v USE AS 15 �'fp��h l.Hr Iia 4 ` i I 2 •. LEGEND H�. �rJ i a y r • DELINEATOR DESIGN 'G' DOALE WHITE • l- DELINEATOR DESIGN 'B' DOUBLE YELLOW MOTE+ �11}f0 J/ Q PROJECT NO. IM 90-6 (67 )307 • WHERE SPECIFIED ON PLANS AS ` Iv n ti - d • FLEXIBLE SURFACE MOUNT DELINEATOR PLASTIC. PAVEMENT MARKINGS o! � SIGNING AND PAVEMENT MARKING SEE SPECIAL PROVISIONS SHALL BE INLAID HOT EXIRVOED HYDROCARBON TKERM3PLAS7IC. yeti ti� Qw, WH�E;P�A511C�PAVEMENT SMALL VARRINGS SFI.F : � .'�j R3-ec ' N. 7TH AVE. INTERCHANGE • �+ • ON CCMCRETE BRIDGE DECK SHALL BE '7iq J`riS+F. a �a� NEW OEShNED KON 5-7-95 `l 90 WL PREFORI ED TIERKPLASTIC / r b GTAP -9 DRAWN K' "� uvan 1 , I} THEESTANDARD SPECIFIETING THE CATIONS.REMENTS OF 6�% 4/ - / 1� RESET BOZEMAN CKFDJ:L 9 �1 9 GALLATIN COUNTY SCALE I' _ 20' K[VIs[D STATE PROJECT NUMBER SHEET MO. IMONTANA Y iD-GIGT)}(77 S-T O _i USE AS IS 2-D3 Ln c z I REUSE W = W J + W NET tN AV O Z ` 4' YELLOW PLA514C Q 4' DDIJOLE YELLOW PL AS C 450'1 u Z 1 R/R W > l' SPACE - a 5T4DO 0 W // 0 ;, �- Ir,/1TE PLASTIC 24' WH11E PLASTIC + - N. 7TH AVENUE N E U7) SKIP I" PLASTIC 51 N 00'OL'22' E CW Z -t' LINE i V) ry i 0 GiG W U N 6' R+♦IT£ PLASTIC r Wf 7< A' WHITE PLASTIC 06 END OF PROJECT c : g � STA 60+65 Rix 4• rElLow PLASTIC 4' SPACE 4' YELLOW PLASTIC 2' 4' YELLCW PLASTIC 4' SPACE F/�------- 4' YELLOW PLASTIC LEGEND $ Ik6-2 = DELINEATOR DESIGN 'G' DOUBLE WHITE WG-2P USE AS IS O G • FLEXIBLE SURFACE MOUNT DELINEATOR sc"1%2r SEE SPECIAL PROVISIONS = C7 C] )W N _ ail 4v NOTE, *HERE SPECIFIEO ON PLANS AS Z ti \ PLASTIC. PAVEMENT WIRKINCS 2 W SHALL BE INLAID HOT EXTRL.1JED '1 FNH M 90-6 (67 )307 HYDROCARBON THER.R7PLAS1IC. AVEMENT MARKING a . ^ WORDS AND SYMBOLS SHALL BE WHITE PLASTIC. PAVEMENT MARKINGS ON CONCRETE SHALL BE 90 VL PREFOn n • APE MEETIINRGJ HE REQUIREMENTS D TKERMOPLASTIC TOF THE STANDARD SPECIFICATIONS. . INTERCHANGE OEWNES KDW 1-:-15 +a,..i +�WAM TY SCALE 1' _ 20 REVISED — �EVtSF7 STATIC Pwa ircl Wawa SWEET NO- MIONT ANA Y 90-616 T1]0Y S-0 _j N N N Q0 Q0 QQ Q � aiw OH A3-5R BEGINNING OF OH R3-511 PROJECT R5-lo OH R3-5L STA 1 624 + 1 4. 21 G- 12 NEW LOGO SIGN G-13 RESET BY OWNER RESET SEE SPECIAL PROVISIONS �► REFER TO 5-10 FOR NEW i STA 1622+00 J .Z Q? MT REPLACE H W3-3 WIT® STRUCTURE AND SIGN Q EXISTING LA C POSITION DETAIL ?5 u ° 4 c N ♦ �� C O U N • G ---I r—l——— ------ fKTE PLAn T ��D -- In co Ln m A" WHTE PAINT LAJ 0 6" W41E PLASTIC � � 5 52'Si'JO" E W - LINE NOTEI LAJ_ A' YELLOW PAINT C 1619.00 V) "fi ~ BEGIN 4' MTE CRT) J AND 4 YELLOW ILT Lu i' YELLOW PLASTIC —{I PAINT. MATCH EXISTING. M U IL h- G W • N F� ~ N G H W Z Q J R5-to ~� W V f 7�Z USE As 1s G =Jl NOTE, )HERE SPECIFIED ON PLANS AS PROJECT NO. IM 40-6 (67 )307 PLASTIC. PAVEMENT MARKINGS .e r SHALL BE INLAID HOT EXTRUDED .. - LEGEND HYDROCARBON THERMOPLASTIC. SIGNING AND PAVEMENT MARKING NORDS AND SYMBOLS SHALL BE • R DESIGN 'C DOUBLE 1TEWHITEl"TE PLASTIC. PAVEMENT MARKINGS .� } D£LINtATD ON CONCRROTTHERSHALL BE 9 AML PE N. 7TH AVE. INTERCHANGE �•'^ I� • DELINEATOR DESIGN 'B' DOUBLE YELLOW MEETING THE REOUIREMENTS OF THE OESKNk-D « 3-vw- flow L �1 a Q ■ FLEXIBLE SURFACE MOUNT DELIwEATOR STANDARD SPECIFICATIONS. 0µw% nnaAw✓� S•.v5 � SEE SPECIAL PROVISIONS � BOZEMAN GALLATIN COUNTY SCALE 1' zo ' RvtsEn , KEW Er STATE PR'J.IECI taLbFk sow PC_ MONTAAA Y 90-6K71�0T S-7 �y a NEW aI go, ti y.! 'Q� END OF PROJECT ;! i r ;4p STA 8 1630+58. 94 `??SJ /5.1 O 8 �R�ir v 0$0 a o.S C �CQ s V � 8 ` q- Eha S t O Ss 9 s4�jC q4 q T Fx/S�/hr 1pEH N I R5-To r/h� /62 r USE AS IS LEGEND >- ■ DELINEATOR DESICN 'C' DOUBLE WHTE +-- : DELINEATOR DESIGN '0' COUBLE WHITE C . FL[X'BLE SURFACE MOUNT DELINEATOR SEE SPECIAL PROVISIONS NGTEI WHERE SPECIFIED ON PLANS AS PLASTIC. PAVEMENT MARKINGS NOTES 1 SHALL BE INLAID HOT EXTRUDED B BEING 4,O HYDROCARBON THERMOPLASTIC. BEINC s' WHITE IRl) WORDS AND SYMBOLS SHALL BE AND s' YELLOW tlT) o WHITE PLASTIC. PAVEMENT MARXINGS PAINT. MATCH EXISTING. = ON CONCRETE SMALL BE 90 111- G{E SCxG ItiJa PRETING T THERMOPLASTIC STIC TAPE A r ,� x 'o IEETING THE REQUIREMENTS OF THE ,, STANDARD SPECIFICATIONS. RS-1 a QU G-1� n o � USE As Is PROJECT NO. IM 90-6 c67 >307 N • SIGNING AND PAVEMENT MARKING ., . — STA 1635+20 � •�•' EXISTING W3- IA N. 7TH AVE. INTERCHANGE REPLACE WITH 013-3 '-' DEEICNE7 aDN -G•t5 l\ �� wlwY aCao ZEIAAN MCI �f9S \ GO ALLAT N COUNTY SCALE 1' = ?Q' nF115>=0 nMvtst:D STAIF IR"CT NUMBER S/E!I M7. MDNTAIU Y 4D-GfTI]J7 1-q OVERHEAD CANTILEVER STRUCTURE CENTER D3 SIGN PANEL ON CENTER OF MAST ARM STA 1626+34.21, 4 1'RT. NO SCALE SIGNAL MASTARM • RID-1T NE OVERHEAD SIGN 40-T AASf ryy • �T CAdCABII LAP' \ • jti VARI S 1.0 III b = NOTE - D3 STREET NAME SIGNS SHALL BE MOUNTED LEVEL HORIZONTALLY ON THE MASTARM AS SHOWN. MOUNTING HARDWARE IS 10 BE INCLUDED IN THE UNIT BID PRICE SIGNAL POLE FOR SIGNS. d f rr B ROADWAY r , f AACL MGM OLT a re • USE RIO.11 ON EASTBOUNO OFF RAMP INTERSECTION ONLY C � _ IF T.� rY d 1T s B_ D3 OVERHEAD SIGN DETAIL 0 1 0WONc LAPt D%Vj*C LME D")Rt LANE �nwcaeP NO SCALE I [D,CRrt I r-or" j [wALu r r C rY i . r B' ER+I(E PLASTIC 1(YPl =W� T r-a I �[r•,._ I RCAC-[AAr CAP B' c TYP 1 CROSSWALK Ll a C",U, �[pq t-N MAK [NALI AT N'A.n .so[A I I-#• �trr-(r mam 4' ITYPI $TOPBAR ran anrn•c IPut--- 2A MHITE lo AM 2A' WWTE PLAS:IC tTYP1 PLASTIC r sm 40 f!K A•Ir-T/OH 1►'n KTOL SR C ow" A.N►lua III FWrKAwwrom PAVEMENT MARKINGS I I rK ALArT TYPICAL FOUNDATION _ •1 m„ oT7 I FOR PEDESTRIAN CROSSINGS WORD AND SYMBOL DETAIL i Ai Ll i ARM CD ECT10N •1 v A l M1N[ I n � � o atr•ARtllml p-r a F•mn G NOTES BASE DETAIL �O ALL S.NS STALL BE WOLSITEO LEYE_' PORII0N1410 ON THE yASTARM 10 SI ARU[1 AU • AREA B/TL[S►LCT 10 VAN-RALI LOAD lBPo 6 PfRP'ENIICLA.A9 t 10 S1 LIRE,AS S,w-'TI IU O v , is STfN Ati0 CENIENED OVER ThE AP'P9 P°1EAlC DWhG Y IANE- 7 v OLS401 DEILw1 •ICAO LOA3 WW%, G MARDPARL IS 10 BE 0CLUX0 IA TNC UNT BD PRCE FOR SCMS- a e r AIPJQII aa15 SIMLI BE A449 9R FOWL,TOP ENO SMLLL BE GAUVAN2EI PROJECT NO. IM 90-6(67)307 C(MTR/f10R SMALL DCS+aI ►NO FSINlSM ALL MDUNIIML BRACAE TS ♦lil TIFTUDCJ II1MT4 �+ r AID CnERIEAD CANTLEYER 5110-CTURE-560At TOR PLACLMENT OF SICNS AT 51ATION 6*61 tr FIT,RAMP K'. RELDMG 0NDC10,MS,S�MBOLS.HAS! ME1LL SPECTFICAT104S S fRAC'ES SIGNING AND PAVEMENT MARKING ^ ^• - MUST 6E CA LED OLIT PRIOR TO FAS"A'04 OR APPFAOYLL- Sly IFArMOS BILL BE FtLOUIRFD A:CQFOM 10 S100A)0 S/ECFCATIONS. P0.L5 AND ARMS SMLI 6E GLLYANZED TO A51 M DEStJ•ATIDN ,AQ3. N. 7 T H AVE. INTERCHANGE S*kX7Dr4 SMALL BE OESOHD M ACCOROANCE 011M rNE CLF*"T AASNIO AI'CESSORt1 S•4ll BE GALVAM2C0 TO ASrM DESCN47AN IAK3. SPiCIKATIDNS fOR STRUCTMiAL SUPPORTS FOR N"AY $C5".LLMkAKS WSIGNEO ADN S4'1S AND Turr! WOOLS AND ANr AMEIAMENIS I4-400. DRAWN mcw 34-1S BOZEMAN CHED DCSSN sWj TELOCITI SMALL BE 19 M.P.M. �'` REVIsFZ GALLATIN COUNTY NEvum-i REV, a STALE PaDICCT NL%GE1f SLEET N0 WJNTAAIA IV 9D-i tiT IJO/ E-I N0. 8 CRIMPED HIGH CARBON STEEL WIRE SPACED AS SHOWN. 6 ONE WAY, 5 THE OTHER WAY. ELECTRICAL QUANTITY SUMMARY - 4- -1-- .•LAME TOTAL TOTAL "4— NO. wTER1k pJUIL ut1AA RURAL LOAAR TotK OMIt + C 1! O &If Ill000 T000D►Trtr1 CONCNETE I,.f Il.i 11,f dl•CS —{1'L� lao 16D 1[o LIN. Tt -+-+++ -f- I f if 323 I Io Cu+DUIt - STEEL I RIaD —�—�—�——�— + ` 61[ 111 CoNDLT - STEEL 1 RG 7060 206 LIN. ►T. fIi !27 110 COIOUT STEEL 2 MUD 1670 610 Ina LM. TT 616 323 124 CONOU7 STEEL 2' AuOO ]5 ]35 !)S 7 c1 ff�c L I aT T .R 1 1 1 N 616 Try! og, ►utt 941 - CONCAETE TYPE 1 12 12 12 EACH 3/6' BRASS J BOLT WITH CONCRETE FOR PULL BOXES SHALL BE CLASS 'bD OR EQUAL flf T03 Do ►LLL [ - Cth:*ETE TYPE f [ EACH 1" DIAMETER BEND f17 0 I• A R A ! 33% 331 ]3S LsL FT, W L LIT 0]] !11 CABLE CO 9WlAr14 - SOCT 10 TO 210 LIX AT. 2` I 2� 2' 2' 2� Z. f1 O3! fI1 c►elf CtsrER 12AMC1. - toot [As ea NS uN. Ej 611 Off !I! f Pe. A7G hol 11 COWAAAr-ATIO-Is CAELE 26i0 2H0 2f90 UN. /T. 2' 17 1 1 N N AwtG - 0 450 1 IN. T rv .. f17 113 I10 CONDUC:TA - COrrER A1rl - 600'T 1770 1170 1T30 LIN. ! 10l o D . C61T I ul c 7oR - coP►ER A11c 110 - GOV 31io 3110 1:o uN ► . REINFORCED CAGE - O i1T 113 310 colaucroR mrru ARCIO • eAAf 1s its 7ss uN r N0. 16 GALVANIZED5 3/4' MESHCONTROLLER CAEiKT ►EDESTAL TYPE 1 2 2 EACH SERn[E ASYIDIY - 10 AWC A 61T 7A 010 ►NOT ELECTRIC CCA1 2 EACH 1 tl5 fn so! uo sGNAI - TAArlIC 3CCL I RAT 12'- 1: • +2 ,1 '! '! EAC" 3/B' BRASS HOLD DOWN BOLT I; SIGMA- hC SCP. I RAT 12 - 1 It'- 12 ) EAC" WITH HEXAGONAL BRASS NUT. SIGAAL - ►fOlIM09 TYPE 1 f f [ EAC04 PULL BOX CONCRETE 611—al l01 INTERkAL 51 ►aofr 5 S f EACH f17 f , Ca l R - iioro UA PE 4A 2 2 1 EACH ELECTRICAL BOND. N0.6 Awc MINIMUM DIMENSIONS 4•1 60S 045 CONTROLLER IRUTR A HATED WSTER I 1 1 CA COPPER DR EQUAL TYPE I TYPE 11 61T v) Ica SIGNLL sIANGA*3 TYPE I - 100 2 1 2 t`a - BACKFILL TOP 6' WITH L = 19-1/4' L = 25-1/4' fn ul lAo SGNAL s7uaAMD TYPE I - 1.0 2 7 2 EACH I EXCAVATED MATERIAL W = 13-1/4' N El] 695 SIC, SIGNAL sTAPOARO TY►E 2 - A - Soo - I I I 1 Acm 6' AND TAMP SECURE D = 12' D = 12 1 ucN I D L 14-1/4' 1 D L = 20-1/4' g fTT fv !of Lv+AL s u,OAAD TYPE2 - A • 1 NO. 30 FELT PAPER 1 D W - 9-1/4' 1 D W 11- 1/4' aIA GeLL ST A EA-N MO TYPE 3 - A - $00 • • , I I U SEPARATION f11 TIS 03• sI C L = 15' C L = 21' 611 11s OnSIGNAL STATAOAAD f7K 3 - A - 100 • f 2 : 1 EACH C W = w f1 TIS 0!f swrAL SIAADAA! TYPE 3 - A ' 100 1 1 I 1 E►t?+ CONDUIT PLACE � afarm23' AS REQUIRED g ti f3 101 DETEC O I u 1. Tf3 601 DETECR LOOP UOLDED CAKE IOIa IOID I-- Ur. AT TO v f17 7 11 w 11E,CVAL AIO SALTACE 1 ' I LIAR S ELECTRICAL P i � „ 61T 90) ZSJ PUSH IWITON • PEDES7I10W 6 f [ EAU+ p DETAIL DRAWING �!E — INDICATES STATE FURNISHED MATERIAL 00 Cp I" CLEAN STONE p 0 DRAINAGE00 ELECTRICAL OUANTITY SUMMARY -' DESIGNED kDH -20-/� ` iwA nD. PULL BOX CONCRETE TYPE I & II DRAA% A1.r 3 ?0.95 tual,ra� IUAh CfIECXEDnAma FILIT= PUL L BOX CONCRETE TYPE I & II NO SCALE REnsED r STATE PROJECT NUMBCR S12C1 NO. MONi AhA ry 90-61611]07 C-2 WATERTIGHT CONNECTORS EXIST. INSULATED CLEVIS —EXIST. 120/210 VOLT SERVICE TWISTLOCK TYPE EXIST. TWISTLOCK PHOTO-ELECTRIC TYPE ELECTRIC O- TYPES 2,T. 12 A IT CONTROL FIECTAIC CONTROL TYPES %6, 11 t 16 ENIRA WEATHER HEAD ENTRANCE FITTING INSULATED "— — CLEVIS aWEATHER HEAD OR BANDING ITYP TI AP b ENTRANCE FITTING IDENTITY DESCRIPTIVE SERVICE 0 val 3 SYMBOL ` SERVICE EXIST. TIMBER N0. POLE II1RE SIZES METAL POLE I e EXIST. I' STEEL CONDUIT 2 +W ��- 2' STEEL CONDlA1 J OF 40. IA AMG EXIST. 2' STEEL CO4pulT PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- 3 OF NO.6 AVG 3 OF NO.6 AWG RESISTANT. SYNTHETIC RUBBER CAPABLE OF BURIAL 3 0 I/Y AM 3 G_L t �— 1N THE GROUND OR INSTALLATION IN SUNLIGHT. EACH HOUSING SHALL PROVIDE A SECTION TO FORM A WATERTIGHT SEAL AROUND THE CABLE AND A 3/A' STAINLESS STEEL BAND MOUNTING 1TYP. 1 SECTION TO PROVIDE A WATER-SEAL BETWEEN THE e TYPES 3.8. 13 a 18 TRO HOUSINGS Al THE PONT OF DISCONNECTION. 6' MN. 5 �'-" EACH KIT SHALL BE SUPPLIED NTH SUFFICIENT EXIST. METER BASE SILICONE COMPOUND TO LUBRICATE METAL PARTS C 0 AND THE RUBBER HOIUSINOS FOR EASY ASSEMBLY. T I I 0 WHERE INDiCAIED A COPPER PIN AMA COPPER 6' NN. NEW CABINET _ RECEPTACLE BDTH OF AT LEAST SOX CONDUCTIVITY METER BASE O 7 ���� SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE C y SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN NEW CONDUIT S C 1 /�}1� THROUGH T-E USE OF A COPPER BERvLLIUM SPRING CABINET 5' MN. WIRING AS REO�JiRED U2 8 �J^' - AND SHALL BE EOL;PPED WITH A DISPOSABLE 6' WAX. MOUNTING PIN. THE PIN SHALL BE OF AT LEAST NEW J/A' SCHEO. 60 I �Q 4 HALF-kARD MATERIAL AND THECR/IPING PORTIOHI H 466 j SHALL BE FULLY ANNEALED "LE IWE REST OF IBARPLASTIC CONDUIT AI C + THE P:N IS MAINTAINED 1N ITS ORIGINAL STATE OF 1 BARE N0.6 A11G to ---� KARDNE55. THE RECEPTACLE SHALL BE FATLY 5' MN. 6' MNX. ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK N I 1 F— 10GETH&R SO THE CONNECTION VLL BE MAINTAINED �- WHEN A MINIMUM FORCE OF 20 POUNDS TENSION 0TYPES e,9. iR l 19 IS APPLIED TO THE ATTACHED CABLES. 1z � FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF 0 SPRING LOADED lDX CONDUCTIVITY CONTACTS FOR 13 0 GRIPPING A STANDARD MOSEY FERRULE TYPE FUSE. ! 0 THE CONTACTS SHALL BE FULLY ANNEALED AND 2' 31 MN' ADAPTED TO BE CR_MPEO 10 THE CABLE. . l•, 6; IFS/B_ 6' 14 COPPERLO / GROUND ROD CONDUIT ► ►RING IS -�-�- • AS REOJIRED 3/4, SCHEID. BO 16 In I BA EPLASTINO,CONDUIT AVG Q SERVICE ASSEMBLY DETAIL • ` w ROUND R00 PPERIF_LD IT G `tIIOQD POLE < 18 1aJ TYPES 5. 10. 15 l 20 �o SERVICE ASSEMBLY DETAIL Qu 19 I e METAL POLE ELECTRICAL DETAIL DRAWING WATERTIGHT CONNECTORS SERVICE ASSEMBLY - METAL I-� [tf91LtiNED KDN 3-20-95 wvm I McW 3-70-15 SERVICE ASSEMBLY - WOOD CMEM D NO SCALE REV SFD NTvlsty STATf PNOJtto IaMER SHEET . YONTANA IY 9O-6I67)30T E-3 i1 6Q 7, 2�-4• 10* CLEARANCE BETWEEN CONDUIT y_10• FITTINGS AND CABINET SHALL CLEARANCE BETWEEN CONDUIT CORRESPOND InTH THE LAYOUT FITTINGS AND CABINET SHALL I I OF THE BOTTOM OF THE CABINET. CORRESPOND MTH THE LAYOUT OF THE BOTTOM OF THE CABINET, If -11 It II IIII II II till CLASS v' fill CLASS V' f1 11 ° It IIII 11 II IIII ° CONCRETE . .II II Jill • II II°IUI FOUNDATION II • II IIII II tt IUI • CONCRETE 11 . II II IIII II GASKET REQUIRED II I111 1 UII II II•lel FOUNDATION 11 II II IIII ' I ° • 3/4'SCHED. 80 GASKET REOUTAED Q IUI o BETWEEN CONCRETE 11.1111 • PLASTIC CONDUIT �; f 11 II 11'llll (I Y 3/4' SCNEO. f0 n Il ° II II Illl 11 BOTTOM OF CABINET. It Itll 1 BARE NO.6 ANL o II IIII II BETWEEN CONCRETE II,IMI It It 11 IIII it II II�1 BOTTOM of cAeINEt. 11 llll • PLAsr1c coNOUIt • I BARE NO.6 AVG II JI v 11 IIII L II II c If II I All 11 y ll�l DRAIN II -� II IIII It 11 c 11 J' • 11,1111 L p DRAIN 111 J ` ' II II I 1 II II11 ° II 1 U 1 11 IIII • Il tl _ 1 ° 11 IIII T 1 • Il tlq p I 11 lilt v il,ii ° L—3'yN• i till It n 11 11 It t N IIII 1111 • 1 IL11 • 3• MN. II"IIII o II It C i II1111 NN ° II IIII II II II II ll "' ° Y • N Nil N N ii • b v it.IIII ° I v II'll � 1 0 u •N • • A.IIII %+ M v v ° v �-, 2• �5 2•� �21.0'� TYPE "D' CONTROLLER CABINET 8 TYPE V CONTROLLER CABINET MOUNTING A � MOUNTING 5/e• X e' COPPERIISL e 5/6' ■ B' COPPCRWELD "P" CABINET GROUND ROO V' CABINET GROUND Roo TYPICAL CABINET DIENSIONS 1!1 `w TYPICAL CABINET DIIENS1045 1!) RID1M 44• HEIGHT 56' VIDTH • 30- DEPTH 26' • HEIGHT 51' DEPTH • I7• a o . .o in N PEDESTAL AND POLE MOUNTINGS FOR CONTROLLER CABINETS (.-, gDRAWWMCW -:0-95 2D 95NO SCALE- - - - STAIE ►MJEET NUAEER SFEEI NiO. - TYPICAL SIGNAL MOUNTINGS IAONTANA IY 90-6167))07 1 E-t FOIE SMAf T SIGNAL ARM FOUNDATION TABLE I 0H G v I �tl� oar O © Op Af•[NOF BONS © 0 NIT IT' ' 1' IE•,1 T01 t•I pvLAAiI-Tt'1 IT%& 11' 1k I NC - S'Alas 1%r' I%,' T T'-0' l'•1• ' �>) nK "I LIJKR SO' fr /Y' t T'-f' T'•I' 7,_i' � NOTE-I4PC bRKF[TS SWILL DF nK (71 L n4 SNNA►/ 11 ZD H' lyr' 1►•1 TSti t'IOV[RAII-t19 1150. 70, 11W- 1 NC - i'A]tf t�,' INN' 1'-0' t' T' J'•D' 1A)t0 FOR MOUNTING TRAFFIC TrT•E 171 NITER SNAlT SO' 1110. 11' lyj 1VIE TS11 t'ItMRANI-t/'I 11SC !0' 11�'• 1 MC - l'Ulf 1{'� I�i' t Ar0 THE S FI 45 Lff- To TI[ POLE S/IAF t uA css 1 OTNER�SC SHC•N al t.E I PLANS. AOUNTING POINTS W aoaC� 000 000 S?AIOARO [LCVAICF PLLA1lIEER • 7 • •A •S •i •1 •t •W •ID IIA51 MY AK tRKIf TS FOR PONE MOLINT5,CNAINO MAST ARN 1OUNT1K TABLE 2 I SI�RC.VCI•CLI y6R ,,,d" SIC•AL SIGNAL vGAIAI LUNI"4E S•CUALS ►EO.SICNAI CONTROLLER CAS. UQJITINO tIIAFFNC AND ►{ptStIWAN SICRuS SI 6wA1 Ix r[t 1p1 NOTES DESIGN AREA !t-0 S0.ft, NIL 8.0 fO.rT. 1.0 SdFT. 1.0 SO.rI 1.0 So.FT 11 52FT. 1.0 S0.rT. 1.0 S0.FT. 1-T2 SO.it, f7APIDAROS SHALL BE DESIGNED IN ACCORDUKE WITN THE 1175 AASHTD STMO-0 SPEPFIGTIOMS O ptSlGa WE•GHT 1]S LL Ml I001►. 10! lb. IOS LL IDS LL TS I.S. 710 Lt. to Lb. 1100 lW. Ey STRUCTURAL SU►POSTS FOR 14"At S�GrS. LWrAIRES M0 TRAFF,C SIGNALS IANO ANT A o.s L2 I,E t.7 AIENDIC►Ts IERETol. TABLE 3 a pLL0 CDEF.IC01 I.2 NFL 1•e IS' 20'A 25' SO',�5',AO'A r5' S0' otvoN TEND vElonn swLl a so r. DESIGN AAIEA • APEA •TN NAnlw WINO LOAO IlND IS PERPENDICULAR TO SIANDAAD, AS SNCWN). 1FTC-/f S. •t,•2 t•S •1!!�I t•A •1!7•)•1 Sol •1.•7�A�S ►06 LOAL 10 NC 1'q!S ITT►.1 OE31t7N KIII Igmr I OEAO Wt j'•- ALL TTK 111 LDWER SHAFTS SHALL DE DESIGNED Ff>•(� _ )D' AN0 A 1gIANTING •CICHT Or AS'. 11 MC - 7%r.AM ITTP.) ljy� �� All TYPE 12i LOVER SHAFTS SHALL DC 0(LGED FOR • 50' AND A NWNTING •EIGHT Of AS. AND4DR DOLTS SHALL BE 4441 OR EOUAL. TOP EA0 SHALL DE 6ALVAN2ED AAD to#;fADED 17'11t11)• ID' a(NgVAj)Lt AS'ITT•.7 KLPNi ►ROCEOUREf. STNeOLS. BASE IEiAI S►EGFICAI;D6 A/0 GRADES MOST It CALLED OUT [-CAR l� /RIDII TO/&**,CATION DR APPNOVAL. PEDESTRIAN 2'SCHEDIIIE AO ASS PIPE POLE SHAFTS. ARIAL AND ACCCSSOa1ES $HALL DE GALVANIZED 1ST PUSH SPETON• 19MIAS SNAIVE COGS Et71 FIT PER &STY OC SIGAATI DM AIeS. WK■ SPEOFIEO 2''A 1 OK r127(cTIONI o V'f THREADED SCWOULE 40 1'SCKDULE AO ASJ PIPE - Z'SCr'EDL'.E AO AS) P•/( AS) PIPE 10REAA SHAFP EDGES ISREAA SHARP EDGES NOR - T• • • OITT•, 1 FOR ENE IF011it110N1 SORE&/ SIIANP EDGES FOR WIAI PROT[LTlpl) IM/E•.1- 1' WELD HOt1 TO PULE 1AItE /RDTCCTIC•It a7 t• !- D'WTI. S t- SHAFT TDR Ti1P►ORt FILLER LUWNAIPI ANCHOR 41 T • • OF EAE CLAMP SIGNAL MOST ARN WTER;k MAST Ask! I F� U -L I . • •1.•4.•5 t•i yWNI rAL4RElI !'bEVEI I v 10 TV. IA I , '/.•PLA)t TO'. �u 1 {i. YA PLATE -•�II I eoTTaA uo vtxs I sNAEi FACE Dr lvn t 0 �.- I•PLATE " SH►APIFIRIEOEOGES FOR 2• i%: LPPER SWAT? C , u LUMINAIRE ARM CONNECTION b 2 UTOWER SNArr FOR 01,�2,�3•�1,�5 i�6 FOR �7 �- I NOTE-REwvuLE CAPS SHALL bE COUPLING DETAIL t '/N'PLATE TOP. SUr►LIEO RTN CACM COUPLINY. COPPER EIKE.1rGCLASS V1 j I 'A'PLATE AND P. E CE • MOTE-LtRIruR( ARM AND %,:MAL STRAP OETK[M CW-R A' t O @ I PT run•c, 1 Sol ,NOT APPLICABLE TD•t,•! i•101 VERTICAL AMC IN TIE NONE ANC.CF BOLT. FONCREt[ c e — SANTIC AL PLAINT ON TIC CONDUIT AIO GAME13 FO1110A1101 SAVE SIDE D• THE POLE. I l� NSi G+CJUND f •FE AU PLATE O t ND.t BARS iiH33 LPP(e SNAFt 1 —`�( •I 2.5' 02 EOUAII� SPA f• h Ail O I I REIAOVAEGE LLP 12 JS'► As, J. T MOIA•TING �� T S' � �, � KIG•IT 434 PLATE 0'�L A 1 SIGNAL ARM CONNECTION TT •1 •) :.s h.s' �-0- •� •s •t ISSO trPE 111 DM All SIGNAL ARM LOrtR SHAFT �- AFROW IG DE LEri OR RIGHT. --� Wis. T GAUDE WNLT GLACE tA• LC•WER SHAFT PJSH OR BOTH AS WE"RE0. PUSH A It' EJIIGN PORCELAIN ENAIELLEO SICK • AMMAAD�C RCN I►rt F S•a Ty. W/ALl LETTERS WALK •t 1$ ELEVATION AT 6011010 OF tW. • O D MALL' • 44 I1TV.1 tAITETo Oa TV. bGLACE. IT SIGNAL IEWS MFLO AOIA+TEDI '/E'NUT HOLDER _ WENcut GDIA 1 AT ABOUT 1'• 0• Li FOR tw01AN ug I O&C1 OF CASII.6 SHAPED TD CCNiT RS - a1 FIT CURYAIUFd OF POLE. O • •i bAO IitT.t O W K REbAT10N At 9OTTDM OF K0. M LONG 7' CLEARANCE o ti F I A36 PLATE MOTt-A HANND•Iat OE rA< LbNAI KACS IFILID 1c11H1[Dl 11' O f4• W M. Y AND A Nut HOLDER FOR MON'T WALK-11ALR• EIS[ LADE to FEITSORa•a steEl t RENCI&ac COVER PLATE ME i•ALL bC t' FOR COI OR •IO R ELEVATION t 601TOr TYPICAL F OUNDAT ION � fHuL K ►Rahoco WITH � laouaD. 1 SIGNAL SIGNAL [DNTRDLIER GbNEt IDAND MOLPNTCDI t EACH POLE SHAFT PEDESTRIAN PUSH BUTTON SIGN ��PLAT( O Y THREADED ROW SHAFT AO ASJ ►Ir[. I IQ MOJECTNvG ' NOTE-COVER PLACE DEIML I 1 D , REMOVAIlItE AP. T 7: WITH UrKL BE REWIRED. LOVER SOW A`- OR ►RC PRO?LCeOIL WARP EDGES T' AS•I1TP.1 19 © E'Jfi° •' ELECTRICAL • '° [01►ARTINENt—� 2A & 3A STANDARDS z.s' SHAFT TO SHAFT O -!— , DETAIL DRAWING n n - PONE SLDt • ANCHOR tGlt • '/� ITS•,1 SNAF7 MOUNTING PLATES DETAIL �� SICMAL - AIt FLAIL TYPE 2A & 3A SIGNAL STANDARDS. ��' OtSMYAED LDH 3•;o-9s BASE DETAIL � FOUNDATION DETAILS. AND OT)AI'h/N MCI 3-milsTYPICAL ORIENTATION FOR TYPICAL SIGNAL MOUNTINGS a't1�cE0 TYPE 2A TYPE 3A R. PIPE BRACKET MOUNTED SIGNALS NO SCALE NEVI. _ STATE PRWECT NUWKN SHEET NO- WONT ANA IM 90.6U671307 E-S 3/4' PvC SCHEDULE N0 CONOIAT 10 JU�/.n0« BOX AT i CURB (SEE PLANS) MWBER OF TURNS AS PAVEMENT INDICATED ON PLANS PJII BOX PULL 80X TYPE 9' UNILEI OR EOUAL NTH REMOVABLE COVER •4' " '�.A, BASE A'' A P is NOTE—CEMENT CONDUIT 3/4 PVC J r TOGETHER PER SCHEOULE g MANUFACTLMA'S 80 CONDUIT •a INSTRUCTIONS, u DIMENSION AS INDICATED TEE TYPE CONO'JT FITTING. i ON PLANS PLACE CLEAN STONE DRAINAGE UNDER ICE 11' sou ARE BY 2' OEEPI. .� 3/4' PVC SCHEDULE to CONDUIT UlvP I ELEVATE PULL BOX I' ABOVE SIDEWALK LEVEL. SLOPE CONCRETE AWAY FROM PULL �} BOX LIP FOR 2'IN ALL DIRECTIONS. 90' PVC CONDUIT $AWED SLOT PAYEYENT I•. .'•A . A ' u DIMENSION AS INDICATED A DIMENSION AS INDICATED+{ ON PLANS C I A` • 7 i ON PLANS i•' s It . i PU L INSTALL NO. Q YHHY CONDUCTOR IN B6X p CONDUIT. NU63ER OF TURNS SHALL C BE AS CALLED FOR ON THE PLANS. C 3/1' PVC V 6 CONDUIT DETAIL SCHEDULE BO CONDUIT DIME14SION-TEE TYPE FIIIINC- AS ' N PLACE CLEANOJI STONE DRAINAGE UNDER INDICATED 4j , i — TEE 11' sOUARE BY 2' DEEP). ON PLANS C �c 2 >aN. X & CONDUIT LOCATIONS N SAND CON;JIT PULL BO M 1 �-THAT L DtA FLru CUTS SO THAT SLOT b FULL DEPTH AT TURN POMVTS AND CHIP 12' MAX. WAVY LINES SHOW SAW CUTS SHARP MNER CORNERS ° o 10 •o ° ° ° c co PAVEMENT WAVYTO ACCOMaOOATE CONDUIT 0 - o o° o RASE RECTANGULAR LOOP CROSS SECTION OF SAW CUT (FOR NEW PAVEMENT ) NOTES ♦ THE SLOT SHALL BE VUSHED OR BLOWN CLEAN OF ALL LOOSE MATERIAL. ., AFTER THE DETECTOR LOOP IS IN PLACE BACKFILL THE SLOT MTH SAPID 10 I' MN. A DEPTH OF 1' ABOVE THE CONDUIT AND FILL REMAINDER LATH PLANT MIX. D x RESISTANCE OF THE WRE LOOP 10 GROUND SHALL BE CH£CXED AFTER THE RE IS PLACED IN PINE CONDUIT. BOTH BEFORE AND AFTER THE LOOP IS W " A a SAND— CONJI/T SEALED IN THE SLOT. A RESISTANCE OF LESS THAN 10 MEGOHMS INDICATES A FAULTY SPLICE OR TARE INSTALLATION 1HICH SHALL BE CORRECTED. w SAW CUT THROUGH ° o ;• oo PAVEMENT THE DETECTOR LOOP MIRE SHALL BE No. 12 XHMW CONDUCTOR. TERIANATEO PAVEMENT OR TO ° o 0 0 u ° o IN A IDLER➢ROOF PULL BOX Al THE SIDE OF THE ROAD AND CONNECTED TO A MAXIMUM DEPTH o � Of 12' o°c °° A 110 CONDUCTOR CABLE (SPECIFIED ON THE PlAN51 NTH A SOLDERED, ELECTRICAL BASE WATERPROOF SPLICE FOR THEE LEAD-IN RUN. DETAIL DRAWING ° CROSS SECTION OF SAW CUT (FOR EXISTING PAVEMENT ) LOOP DETECTOR INSTALLATION I-I Ck�S,GNEL XDH 3-ID-95 yµyrrl MCl J-20-95 CHFCKID NO SCALE Rensw REVISED Sun PROJECT MUL45ER SHEET NJ. MONTANA tY 90-61671307 E-6 { EVANSIyI JONT Tor a cONCaETE eAnNucn i �Elo Or CotMlt I!A"EN _ A 70• Of CONCRf TE eAA1e(a /1 Co►"T EvAMSIDN d4NT NSLAATEO Kf"NG -------------------____--_ �_- a �a t'OI ML Il rro .' : oIA,L INDD ' STEEL CWUi STEEL CON'JUIT � 7•dA1L Ia GIO 1 I ��' �i�i' ' s STEEL CONDJT INSULATED 0US'aNG Pl � i � � I CONDUIT E9PANS+04 JONI -____________________ PULL '------ --t C---------- iBaia" EpLwS,c1 JONT TTf[ I ------------------------ C]--- ---- %• ABUTMENT EXPANSION JOINT DETAIL \ NOT TO SCALE SECTION A-A A NOT TO SCALE O C C U ' 1 t POLE N0. 2 r r 3S' e. +'$r�XFNTC tEIGNi/C_T. .6, LT CEMENT - O.AS SACK 42 Its. CATER - 39 GALLONS 3?5 Ce. 1 AA CENTRAPPEDI- LSX 1628•04.5 COURSE AGGREGATE O T Q'MAX.- SITE STT 1700 log. SAND TASTY C-3S1 1945 I;& V., - NON-SHRPX BACKi1LL 392 Og. i a NOTE - COLD MIXED ASPHALT MAY BE USiD FOR A TE►VORART PATCH IF NOT NX ASPHALT IS NOT AVAILABLE,FOUi INCHES OF HOT ASPHALT SHALL BE USED FOR THE PERMAAENT PATCN.EXISTNG N. TTN AVE h ASPHALT SHALL BE CUT r 6ETDND TRENCH AND A TACK COAT NO.OB 22 w a1 APPLIED PROR TO INSTALLING THE PERMANEhl FATCN. 4 ,6 . STA 'E' 54+23.57 Q • TRENCH SHALL NOT BE EXCAVATED nDER THAN IECESSART STA 'B' 1627�39.5 STA A•21.16• NC FOR PROPER NSULLATION.(617,07W). r STA 'A' 1628450.00 T N H �Nti MAST ARM ORIENTATION ELECTRICAL NON-SHRINK BACKFILL FOR RE C ES NORTH SIDE INTERSECTIQN DETAIL DRAWING MAST ARM ORIENTATION FI ti - ABUTMENT EXPANSION JOINT DETAIL DCSJGNEo KDN 3-20-95 DRAWN AACf 3-20-95 NON-SHRINK BACKFILL FOR CHEO,ZO TRENCHES nNvam NO SCALE nFVLSETI nE�utn STPTE I PROJECT NUNCIO VC.CT NO. YDIiTANA IY 90-6lGTl�OT E-T TERWAIAL COIPAATAEM7 iT_ RYINALCCOWARTA[MT / Cpp ARTA[MT ••1/? SLIKI7TCR IC H BEAN PllSN pIITTOM 1•{/t•S.i1K111fR 1E1000A1 CDYPAIITIIC•T PEDESIRIAM PPE D(NSSIRI ANPusH eui70R lool STANDARD c STEEL MPL 1' T• IN LCNGTM 1.1/2.O.D. 1-II2•D.O. s1ANOARD c Too RD STEEL PIPE STEEL P-PE CLASS V ••I' IMI• CONCAE TE --J•R.•- 0 rQ,I/17Ana i � o A-IR•D.O. STAND .-•i7'0.0. s. "aSTANDARD STEEL P%Pf STEEL PIPE TYPE 1-100 TYPE I-120 Li q TYPE I-80 c � 0 C c UvsE CAADE to RE,NFanrc STEEL H LAP L✓ •s 6AK 12'-7•LDNCI ` •ssTeAJISLLIs'-T•LONL1 `.' It i,PXAL I t ` TYPE I-160 ARRDr TD BE LEFT DR R,CNT. . I TYPE I-140 •/ HOOPS AT •1 clol AT oA 6OTN As AECUMED. I'-D•CENTERS I'•O"CFNI(RS -.0 (-ldn I PUSH PUSH tt33 AR_+aR lOrlT POKILMN E�KLLED Slog BUTTON I�YPIE�I AN610T1 !.ILT 11 TYPICAL ANCMM DO.I 9UT 1'Orl o%sl. 7- E B KCA L[TTERS BAIT FOR M cmac C,RCLI •AIf FOR W •MITE eACTtGROUMD. WALK GREEN 2-1I2• CL(ARANCF 2-1f2• CLEARAMCE SICNAL s14NAl . . sAu OF CASTING SHAPED TD FIT CURVAYL�E OF POST. FOR SECTION A-A SECTION B-B BUylmoUmTi*G ON PEDESTRIAN ALL O -- O JUT TDN POST• CASTING MY- CAST BASS BE F011A40 10 LOP Di POST. CONDIIT WLL /IgTRUDE FRY T"DATIDN AT LUST i• Ry.t ATR; BARE cRDvID TPRE FOR COLOR SK;NAL „uq,aE a nCTAIL EXTE04M SEC'+RED z, c. �. s• FOR '00 SIGNAL WAL -WALK' s CDV[R LRACR AICHOR 6CLT IRlT, • PEDESTRIAN PUSH BUTTON 1 COPPER CACLAMDING STM► K 1IFE" ANc*m JOLT, Co ou T R MD, 6 A"; II' 2, D, b II :'•D' 1 1 I I eAR[ u10urD JIRf OR PIGTAIL b A ' II•. "II II p �� g ' ,II' II II g I �•1 ' - 11 Z ELECTRICAL TYPE I-120 8� 1-100 DETAIL DRAWING TYPE 1-160 & 1-140 TYPE I SIGNAL STANDARDS, 1- I FOUNDATION DETAILS & p(sCNcp KOH 6-6-IS I - TYPICAL OF FOUNDATIONS — PEDESTRIAN PUSH BUTTONS OPANM LK� 6-6-55 !I`a_EO RLVISW NO SCALE AMID P STATE PAMCT NUMEEA SHEET 1.0. MONTAKA IN 90-16%7!3CT E-d Q LfM� Q0 I� 00 EXISTINO PULL BOX EXISTING CONTROLLER EXISTING ILLUYNATION CONDUIT --- ---------7)- ------------ - N. 7TH AVENUE = mo {j EXISTING CONMAT -- PULL INTERCONNELi CABLE w mre)INTO THE CONTROLLER - -------- _ ------ ----- ---- N 00'D8'22 E --- W W -- W Z ___ 2 - ------- Ti' LINE - J � V - --- --- -- —' - --- - LJ V g --- -- - - --- -- -- - — LJ V) � e `u ------- ------ —•—.. — — -- — — — L'1 BEGINNING OF PROJECT STA 34 +63 � V CONDUIT AND WIRE SCHEDULE SCAI-E,1.2T zzzI >t q I Of 1 112' STEEL CONDUIT ! is 72 N ti s" 1 OF 6 PAIR AMC NO. 19 IC06WMICATION) Ne O 3 PROJECT NO. IM 90-6 (67 )307 TRAFFIC SIGNAL, ILLUMINATION •� +apse AND INTERCONNECT (D oEsrNen Anu N. 7th AVE. INTERCHANGE ��-n OAA.,hN rc. -n F*'VMD B O Z E MA N �rvto REv1S:D nr.^—S:o GALLATIN COUNTY SCALE 1" _ 20' RAN STATE I PROJECT NUYDER SNEE1 M0. -- MONTANA M W-6t6T730T E-9 O N M v �a BAXTER LANE a PULL BOX ITrPE 11 D D D PUII eCf EXISTING ILLL%ANATION !TYPE 1I CONDLN i --- -- —•—— ——— —— v —-- — ---- ———— —_. --- --————— -- — ____ —— ---- �— ---- �\ ^—----------- ------------------------------------------------------------- --- ———— ———— ————————— —————————— ———--—————————————————————————————————— °°� - -N. 7TH AVENUE o _ + W? - ---------------- -------------------- W o - ---- - N 00•oe zz' E LLJ c a: - —'__. ._.�.—:}•- 'E' LINE c� c �� — _ V NM T w � - --- --- - --- --- -- - -- - �n a � Ir J2)1 1 l EXISTING ILLUMNAT10N L M CONDUIT � 4G w CONDUIT AND WIRE SCHEDULELI�x V v I Of 1 1/2' STEEL CONDUIT • It 29 40 u < D 1 OF 6 PA'R AVG NO. 119 (COYWNiCATION) Q] o � n . PROJECT NO. IM 90-6167>307 J TRAFFIC SIGNAL ILLUMINATION AND INTERCONNECT • N. 7TH AVE. INTERCHANGE �-- L�CHECKED lDN )•4•ri r�leDll IKILUOI p/°K , BOZEMAN CALLATIN COUNTY SCALE r = 2a STATE PROJECT NUMBER 94EY NO_ POLE SCHEDULE MONTANA Y 90-61 6 11 30 1 F-IJ POLE ITEM NO. TYPE LINE STATION OFFSET TYPE POLE FOUNDATION PEDESINIAN PUSH BUTTON SIGNAL LUWNAIRE LUWNAIRE LUMINAIRE ND. I ICL FOLE1 BASE OIA. X DEPTH EFr ARROW RIGHT ARRCT -� MASTARM MASTARM HEIGHT TYPE CONDUIT AND WIRE SCHEDULE 1 617 715 099 3-A-900./ T' 45013.5 53' LT ANCHOR 3'0' X 9'0' 1 t SO' IS' 35' EXIST, IPSV Q I OF 2'STEEL CONDUT Q 1 OF 1 1/2' STEEL CONDUIT I 3 OF AVG NO. 1/6 (POWERI' I "' --- --- --- A „ I OF LOOP DETECTOR CABLE 2 i17 6T] IGO I-100 T. 15.75 69' LT ANCHOR 2b' X ]'0' 1 OF 6 PAIR AVG N0. 19 (COMLUNICATIONI 3 6I7 673 100 1.100 46+66 sl' L1 ANCHOR 2'0' x 3'0' ( 1 OF I' STEEL CONDUIT I OF 2' STEEL CONDUIT 4 617 673 140 1-14D T:' 46+58 43' LT ANCHOR 2'0' X AV "' --- Q 2 OF LDtJ+' pETECTDR CABLE Q 3 OF AVG NO. 1/,0 (POWERI 2 OF AVG NO. 10 1 UTANAIRE 1 617 TIS 054 3-A-S00-4 1' 46+90 4T' Rt ANCHOR 2'6'X 7'0' --- 30, 1S' 35' EXIST. HPSV D 1 OF 2'STEEL CONDWT 1 Cc AWG N0. tO (CAOUN01 6 617 695 90a 2 A-y00 B T. 4S+73 Sl' Rt ANCHOR 3'0' X 9'0' I 5p' --- C ( OF 12 Aeti N0. 14 tSIGNLLI I OF I' STEEL CONDUIT 7 611 673 140 1 14D �• 4547! I.5' FIT ANCHOR 2'0• X 4'0' I OF I 111' STEEL CONDUIT Q I OF' S AVG k7. 14 ISICNAL I 1 OF 6 PAIR AVG NO. 19 (COMrUNICA1/ON 1 / / / / / / I OF 2' STEEL CONDUIT / / /, // / // I OF 0 STEEL EL CONDUIPECESTRIANI Q 1 OF S AVG N0. 14 ISIGNAL I s LOOP DETECTORS SIGNAL INDICATIONS // // / K I OF 12 AVG NO. 14 ISIGNALI /� / / Q I OF 2%' STEEL CONDUIT Q 1 OF 1' STEEL CONDUIT LOOP DIMENSIONS TURNS LOOP CONNECTIONS ASSOCIAlEO 12' R 12` R / I / b~ //// F I OF LOOP DETECTOR CABLE l 1 OF LOOP DETECTOR CABLE N0. tFEE7) VEIL PRASE II111 / / / / I OF 12 AVG N0. 14 EOES RI /`?' 0 1 OF 9 Ar N0. 11 tPEDESTAIANI L-2 i R 6 3 SERIES 10 AMPLIFIER - el It' Y 12' Y \L1/ // /?. / y Ate. // /� I OF ANO N0. 10 (IUMiNAIREI Q I OF 1 1/2' STEEL CONDUIT 4 / ? I OF AWf NO. 10 (GROUND) L-3 6 X E 3 12' G 12' G / / / 1j / M 1 OF 9 Ar+c w0. 14 (PEDESTRIAN l L-4 6 X 6 3 SERIES 10 AMPLIFIER 03 / / / /?. I / �S> 1 CF 3' STEEL CONDLAT 12' t^ Y/G 4 REOIARED / / / /�•/ Q 1 DF LOOP DETECTOR CABLE Q I OF 2' STEEL CONDUIT l-6 6 X 6 j SERIES -TO AMPUFlER 03 / / / / 1 1 OF 6 PAIR AVG NO. 19 ICGWWRICATIONI h 1 OF 12 AWG N0. 14 ISIGNAU 2 REDIRED 'O RfOIJ1REO N.T•S. PULL BOY / / / / / I OF 12 AVG NO. 14 ISIGNALI 2 OF AV2 NO. ID ILUWNAIREI L-7 6 X i 3 SfR:ES 10 AMPLIFIER •3 (TYPE I( / / / / / I OF 5 An N0. 14 4PEOESIRIAN1 I OF AVG N0. 10 IGROUND1 L.n 6 x E 3 �- / / I GF AD. 9 A*:; NO. 14 tPEDES1gMN1 2 L / / / / / � PULL BOX / / ITYPE I) ,n2,41 REMOVE AND SALVAGE LUWNAIRE PULL Box I / / / P. > 16Z9,�, LT. SERVICE WIRING DIAGRAM POLE. REMOVE ENOtNH OF THE (TYPE IIl / / / O A . 31S00 T1. FOUNDATION TO INSTALL A / / /// 3 R 1e0'90 Ft TYPE 1 PULL BOX. MATCH / / 1 / 1 . 2 Ft. PULL BOX EXISTING GRADE. SPLICE D / B 4 L 152.0 1 F1. EXISITNG WIRE USING 1 O -Z 120/zoo vat A E A � HATER TIGHT �� 1 f E EXISTING LUWNAIRE TO REMAIN SERVICE CONTROL r f PULL BOX C i AVG NO.VA AONIVG NO H CONNECTORS. f = �\ `M ITYPE 1 1 A D ?ULPE60' D 0 i METER BASE O _ _.-._....... _ VCIRLIXT BREA14R N Iu PPE3 --- ------------------ -----1 Y LIGHT015 ARISTER 20 AMP O•P•S,T. '-Wi u - ------ - , if I IS PLACES) I I � - ;- . SWTTCW 4 - ---~ ` -- F �N i - N ------ AVENUE -----------;'E" ------- - --- AUTO-OFF-MANULL 1N. Y QRCUT BREAKER I t --- D 1O PULL BOX I - - -- - - 40 kuP S.P.S. I RELAY W v H �, O '^ ITYPE U I :, W 20 AMP - - -------- - -------------- Lu k.E.W.A.TYPE 3R I ---, AVG NC. W Z I I I - ~----------- 48 ---- r� 4 22 W M W --------------- _----- W CABINET 1 = .J c I r-- EBARE A1G NO.VB = a T. I I t----------- VI L_ ---------- -____= ----------------=-- ----------w I . 5.69 - --I N N WGROARG NO.I/0 5 l/) QI -------------------- ---------- ---- W CONIROLLER I / I BASE OF POLE NO.4 ~ GROUND ADO J PULL 601 }{ - -.- - PJLI BOX ITYPE II INSTALL NEW k.E.M.A. TYPE 3R CASINNE T GROu,O WIRE I PL6l BOX 1^ -`� - _._._._._.-..-..-•-•-•-•-•-•---• O - - Awl. NO. i AVG NO.q © / +- --- - I 5 TO REMNN UMNAIRE C REMOVE AND SALVAGE LUWNAIRE POLE. BASE OF POLE W.2 i �� PULL BOY w K REMOVE ENOU:H OF THE FOUNDATION 70 ITYPE II w TYPE 4-A SIGNAL CDNTROLL Rt ) t C INSTALL A TYPE I PULL BOX, MATCH ! --- ` z TYPE 0 CONTROLLER PEDESTAL EXISTING GRADE, SPLICE EXISTING WIRES u INDICATES NEW WATER TICHI CONNECTORS. _ • N E 46.37,02 - LOCATE CONTROLLER BEHIND U9NG WATER TIGHT CONNECTORS. SEE DETAIL ON SHEET E-2. C 1630.67.23 GUARDRAIL , FUSED CONNtCIDRS SHALL BE MO-ET FERRULE TYPE E 46411.41 • • ? IICAEP P.20` ft RATED AT 10 AMPS FOR 400 WAIT LUMINAIRES. y .i m-T 0 1629+67.60 TYPICAL LOOP DETECTOR PLACEMENT` Me t .e PHASE DIAGRAM STOP eAR )tt LOaa DETECTORPROJECT N0. IM 90-6 (6T >307 CROSSWALK PPB --40F LANE-• TRAFFIC SIGNAL, ILLUMINATION ' Jj L AND INTERCONNECT m LOOP 112 WIDTH OF STOP BAR 4 (-2• N. 7TH AVE. INTERCHANGE pn MIN MCW 3-i ri �Ws+� wpm - -� L STOP BARS ARE LOCATED ON SIRIPHG PLAYS. -� 2. LOOP DEIECTDRS ARE CENTERED N DRIVING LANE AS SHOWN BOZEMAN rev'sEa C I.O.L. 2 2 0 3 m 4 UNLESS DMENSIONED 074EITW'SE IN PLAN VIEW OR AS 041KCTED. +� GALLATIN COUNTY SCALE 1' : 20 �fV1SED POLE SCHEDULE ROSTATE PXCT NUMBER ]WET N0. POLE ITEM N0. TYPE LINE STATION OFf SEi 17PE POLE FOUNDATION PEDESTRIAN PUSH BUTTON W�NTANA w l0-6+6T)301 �.Ip 9GNAL LUHNAIRE LUTANAIRE LUMINNRE N0. ICL POLE BASE DMA, X DEPTH LEFT ARROW RIGHT ARIICI i MASTARM UASTAAu HEIGHT TYPE CONDUIT AND WIRE SCHEDULE Q 1 1 417 715 021 3-A-900-1 1 45+11.5 53' LY ANCHOR 3'0' X 9'0' I I 50' IS' 35, EXIST. HP 2 617 673 100 1-100 V 45.7S 69' LT ANCHOR 2.0' X 3'0' I I --- --. _-_ I OF 1' STEEL CONDUIT I OF 1 1/2' STEEL CDNDUIT - A 1 OF ] E17 673 100 1-100 E. 4E+E6 51' LT ANCHOR VD, )1 3 OF AVG N0. 1/e [POWER) LOOP DETECTOR CABLE 10' 1 - I OF 6 PAIR AVG NO. 19 (COMWILINtCAT10N) 4 Ctt 613 140 1-140 'E 1 OF I' STEEL CONDUIT ' 46+91 43' li ANCHOR Z'0' X 4'D' --- --- _._ Q I OF 2' STEEL CONDUIT - 2 OF LOOP DETECTOR CABLE I 3 OF AVG NO. 1/0 IPDftIR) 5 611 715 054 3-A-500-4 �' 46+50 47' R7 ANCHOR 2'6' t 7'0' 30' 15' 35' EXIST. HPSV I OF 2' STEEL CONDUIT 2 OF A►G NO. f 0 ILUMNAIRE l 6 611 695 901 2-A-900.1 'E' 45+73 53' RT AMCH-OR 3'0' X 9'0' I 50' Q I OF 12 AWG NO. 14 ISIGNAL I 1 Of AVG NO. 10 (GROUND) G -- 1 OF I' STEEL CONDUIT 7 Lit 6t3 14p 1-14G E' 45•T1 1.5' AT ARCH?R Z-G' X 4'0' 1 OF 1 1/2' STEEL CONDUIT J I OF 5 AWG NO, 14 (SIGNAII I OF 6 PAIR AVG N0. 19 (COWMUNICATIONI r / / / / ' I OF 1' STEEL CONOU17 I OF 2' STEEL CONDUIT PS SIGNAL INDICATIONS // // �/4, // / Q 1 OF 5 AVG NO. 14 (PEDESTRIAN) I OFF 12A VGNN0. I14(S 100P DETECTORS SIGNAL I 12• 100P O�CNSIONS TL)ANS LOOP CONNECTIONS ASSOCIATED R / / ^o /// 1 OF ?Yr' STEEL CONDUIT 1 OF I' STEEL CONDUIT ND. IFEETI VTH. FHASE 12 R / / Q I OF LOOP DETECTOR CABLE / +I / / / Q 1 OF LOOP DETECTOR CABLE 1 OF 12 AMG NO. 14 )SIGNAL 1 L-I 6 X 6 3 It• Y 12' /(1•/ / 61 / A 1 OF 9 AVG NO_ 14 (PEDESTRIAN; L-2 6 Y i 3 :ERIES t0 AMPLIFIER — 0 1 / / 71, / 4) 4. //� /d. 1 OF AK NO. 10 ILUMINAIRE 1 L-3 6 X 6 3 / /•v / �j i OF AVG NO. 10 IGROUNDI 1 OF 1 1/2' STEEL CONDUIT SERIES 70 AMPLIFIER — W3 12' G 12' G / / / �� / /// �pJ © 1 OF 9 AWG NO. 14 (PEOESTRIANI l-4 c x 6 3 / / / /?• / Jf I OF 3' STEEL CONDUIT l-S 6 x 6 3 12' �'- Y/G 4 REDURED / / / / L-6 6 X 6 3 SERES TO AMPLIFIER — •3 /I� C 4 OF LOOP DETECTOR CABLE L-T 6 X 6 3 2 RE014ED 10 PEOUIREO PULL BOX / / / / 1 OF 6 PAIR AVG NO. 19 (CO►WNICATIONI Q I OF 2' STEEL . 14 4c N.t.S. / / / / 1 OF 12 AWG NO. 14 [SIGNAL 1 N I OF 12 AVG N0. )4 L,IGNAI 1 L-1 6 X 6 3 SERIES TO AMPLIFIER — 03 1TYPE 11 / / /�� / 2 OF AK NO, 10 ILIAINNREI I OF 5 Ar'G NO. 14 (PEDESTRIAN) I OF AWC NO• 10 IGROUOI I OF NO. 9 AVG NO. 14 IPEDiSiRIANI PULL BOx REMOVE AND SALVAGE LUMNAIRE PULL BOX O /// //.cA/� / (TYPE 11 1629+62.41 SERVICE WIRING DIAGRAM POLE. REMOVE ENOUGH OF THE (TrPE III If 3T•51 O9'TLT. FOUNDATION TO INSTALL A M / / / / / O 230.DO F • C TYPE I PULL BOX. PATCH / / / 3 R ` T1 90 FT' PULL BOX EXISTING GRADE. SPLICE D �� / O T ' g2.0I FT. 1 1701240 VOLT EX)SITNG WIRE US)NG _ - / / B 4 E )13-t6 FT' A 8 SERVICE PHOTO-ELECTRIC WATER TIGHT CONNECTORS. f ^!r _ / ` E A EXISTING LUYNAIRE TO RE1111M A AVG NO.VB CONTROL _ J~ PULL BOX AR^u N0.14 N (TYPE i l PULL BOX D 0 ! METER BASE O _ CD A D (TYPE 1) U - -- CIRCUIT BR£uER W CC r N [33 PLACES)ER I PPB L —, Y ICxTVIG D IMP GPS,T, a 1= - - -- N --_- ------ ------ y ---------- -- I I WIT AUTO-OFF-Y4NULL � iv F --------------------------------- - --- -- - - -- • I SWITCHo _ 4 D I % j N. 7TH AVENUE .� C'-<Ul T BREAKER Cr) + 1 40 uF S.P.S.T. I I I - PULL BOX - -------------------------------- -------- - --- _20LAY W -- O `^ (TYPE II) - it I I 1 20 AI/a D-P.S T. - 7 I I - w ---� W ------- G — —_----------- N.E.u.A.TYPE 3R � w Z 11 — N N 48 � �- CABDIET I AVG NO.10 w 1 B&R.E A.G N0,V0 L � J ----- o---- T. 1 -------- ----- --- - 'I�00'OD 2' W _ ----�- _�' L E _ GROUND ROD tp Ld I 16 0455.69 I -- ----N-r---— _.---=--------- ---------- Lm AN N0.1/9 LAJ _ ;, t,J S CONTROLLER N � ------ I -------------------------'- LLJ '► BASE OF POLE N0.4 GROUND R00 I PULL BOX 1 PULL BCx ITYPE II GOtol,*Io rE I PULL Box -—•— v.—.' —.. / — _.� _ INSTALL NEW N.E.Ml A, TYPE 3F CABINET MG ND.IO • AWO NO,ID EXISTING LNA1RE R IU 11Y - I BASE OF POLE N0.2 '�i W C REAUVi AND SALVAGE lUM)NNRE PALE. cp TO REMAIN Y - �� C PULL BOX ((K REMOVE ENOUGH OF THE FOUNDATION TO I I!, ITYPE I ? TYPE 4-A SIGNAL C NTgpl I INSTALL A TYPE I PULL BOX. MATCH '1 -1-INDICATES NEW WATER TIGHT CONNECTORS + T = n E 46.3T.92 + P D CONTROLLER PEDESTAL EXISTING GRADE. SPLICE EXISTING WIRES IT SEE DETAL ON SHEET E-2. m C 1630.E .23 LOCATE CONTROLLER BEHIND USING WATER TIGHT CONNECTORS. P FUSED CONNECTORS SHAH BE M FERRULE TYPE E 46#11.41 . VLA�IAV-ZT �$ ~ RATED At IO AMPS FOR 400 MATTATT L GUARDRAIL IALNAAES. 41� : A.TS D 1629+E1.60 TYPICAL LOOP DETECTOR PLACEMENT PHASE DIAGRAM STOP BAR MO' LOOP DETECTGti PROJECT NO. IM 40-6 (67 )307 PPB I f l CROSSWALK — — —•—fLDF LANE------- AND(FNIC SIGNAL,TERCONNECTLLUMiNAT10N °�� •� coLOOP 112 WIDTH / 4 � L (TP'pP BAR 2. N. 7TH AVE. INTERCHANGE DnANv L 51-DP BARS ARE LOCATED OH SIPoPNG PLANS. ,Uylgp R2yMuo 2. LOOP DETECTORS ARE CENTERED N DRIVING LANE AS SHOWN BOZEMAN N11+O.L. 0 2 0} a 4 UNLESS OrofN5IWD OTHERWISE N PLAIT VIEW OR AS DIRECTED. N.i,5. �V.SE1) AL L A t N COUNTY SCALE 1' = 20' STATE I PRUJLLI RUAOER SJ,ELI NU. YDl:7AhA 90-fi(GT)307 E-11 POLE SCHEDULE OFiSEI TYPE POLE FOJNOA71OPI PEDESTR)AN PUSH BUT ON SIGNAL LLNNAIRE IUNNAIRE LUHNAIRE ROTATION POLE I1EM NO. TYPE LINE STATION OF EI BASE DIA. Y DEPTH � LEF1 AARD1 R:GNI ARRDW -� STAIfiiY M STARY HEIGHT TYPE AIW�IE TYPICAL LOOP DETECTOR PLACEMENT 1 40• 15' E w'SY N THE ANCHOR BOLTS MUST BE l bIT 71S 056 ] A-400.6 V S3�76 51.5' Li ANCHOR 2'E' X 1'6' -- I 15' - - - 35• ROTATOO IN THE FOUNDATION 2 i1T 65S Sol 2•A-S00-I �' SA*ST A!' Lt ANCHOR 216' X 7'0' �0' 15 35, EXIST, HOSY 35 DEGREES CLOCKWISE STOP BAR 10' LOOP CEIECTDR 3 617 TIS Di ] A-900-6 Sf�fiT AS' RT —Aft CH011 2'6' X T'6' PERPENDICULAR TO 'A' CENTERLINE. SEE S•IEET E•3. CROSSWALK —• —•-40F LANE----�—•— LOOP DETECTORS CONDUIT AND WIRE SCHEDULE LOOP 1/2 W10TH , a OF STOP BAR F--2' I DT 1'St([L CONDIJT Q 1 0► t IR'STEEL C09"I (TIP. 1 t 0I>r, D"[NS101+5 TUNS LDOP COIIwLCI•PIS ASSOp A7ED Q 7 OF AWG N0. 1/0 t►mwl F J OF Alr Pa f ICOrTA0.lU1 b wO IF[Et1 YE'+. "SE 3 OF AMC ra 1/D IPDrRI I. STOP BARS ARE LOCATED ON STRIPING PLANS. ® I t>< ,OOP CCPIDAT 1 OF AMC M0. 10 ILWANAIRC) S i ) OF LOOP OETECTON CABLE I OF AMC w0. 10 IGNO1,1001 2. LOOP OETECTORS ARE CENTERED IN DRIVING LANE AS SHOWN L•I f f f S is I I of I AMC, N0. /1 ISIGAIALI UNLESS OIMENSIOhEO OTHERII)SE IN PLAN VIEW OR AS DIRECTED. N.T.S. SERIES 10 A1/LNQA a L-E f 1t f 3 1 OF AIG&0,N0. ID 1 LIMU,1111 Q I Of I 1AIR STC[L , IS I 1 Of A►' Ma 10 IGROUNOI I Of 6 PAIR ABC N0. IS ICOAYSBU110w1 � L-) 6 ` f 7 ur�Es To AIna4K o 3 © 1 of r STEEL CONOUt : PHASE DIAGRAM I O� J S1ELl CI?4Ji n L•A f L E 3 I Of 12 AM9 N0. 14 ISIGNALI S K AMG N0. f ICDI1 ROLl[Rf J OF 19G N0. 10 ItLUNAAREI L-S t ■ f 7 I OF AK.N0. 10 IGADUw71 1 OF I'STEEL COw01At SERIES TO AAOLIf IEL td 3 1 TYPE 1-A SIGNAL o I 7 Of AVG NO. to ILIOIN01 CONTROLLER (NORTH) PPB l-f f A f 7 1 t1< AMC N0. ID IUOWOI ✓I QI Ix J'STEEL I 14 I TYPE D CONTROLLER O t I Of IJ AFG M0. )� IpGNAL 1 PEDESTAL Of f PYA AM(. NO. It ICDAfAJNICAT)CN] rr I OF 1•STCR CDIP'Jt O PULL BOY I OF It AK r0. to IfIGNAl1 p ITYPE 11) I SERVICE WIRING DIAGRAM -�- EXISTING tUTANAIRE REMOVE AND SALVAGE LUMNAIRE POLE. PULL Bux H F @Lp.1.TT 02 03 AMO NC. 6 TO REMAIN REMOVE ENOUGH OF THE FOUNDATION 10 (TYPE It E IJO/IAO VOLT PHOtO-El[CTILt INSTALL A TYPE 1 PULL BOY. MATCH -_ - REMOVE EXISTING POWER CABINET AND -� SERVICE CON1ROl 51•5A•5 G A EXISTING GRADE. SPLICE EXISTING WIRES / G WITH RATER TIGHT CONNECTORS. // G F INSTALL NEW N.E.M.A. TYPE 3R CABINET � �7r A►. N0. I♦ PULL BO%� _ -- -- - -- --- _-------- ' — t.. ` - -. _..—PUII BOX (TYPE )—.- AK.Ir). U - _�----- ------------ rii arc J) _ ` . - - --- ITYPE It /- - �' O IIETCR EASE - - GA_lAT lKEAACR ` - - - —_1 \ L1fi•TINC AARE51[R I JO AlP 0.►.S.T. ---------- —i I \�-I --- --- -_ U .AtC611 ( �� - - ----- 1 - -- u Done LREAAER wl OFF-NAwVAL p N. 7TH AVENUE uJf•a.s_ F Ihlp I EXIST. PULL BOX 6 .0 AAr S.P.S.7. ( I slit T CH 1 M � w.E.IL A. TYPE ]R-+� RCtAT w 1 E 5<,2). . cAyltt I --- ----- ----- I A 1628+50.00 w y�Y BAAfAwnwO.f -====N-DW091-E_------_�£_-----_� I 5� r�- CMOLP-z am Ca IA. I D W - lv Z GiPJm WIRE AOL wD. f I AVG AII3, IO = -� it c �i L) tr I U.1 J 1 I d/ ANO NM B IEJ I Tin I = TO LE11i"a PL BO: I LICIT ST&WJAWS w ' B �� W UL U AVG NO, L - EIDSnrG PILL 6J2 PIAL 607t 10 %CUTN YGNA- I TO EXIST,wG ---- -- -- �[ONif0.LER LIGNTfTu4AA0S — _.. -..._.._._.._.—.—.—.— .._-_..._. —. PULL SDI G r7 PULL 60X (TYPE U I LJ I 17 e REMOVE AND SALVAGE E FOUNDATION POLION T BASE POLE OD, I REMOVE ENOUGH OF THE FOUNDATION TO I � w�y,, 51,23 —EXISTING LUIJNAIRE TO REMAIN INSTALL A TYPE I PULL 80%. MATCH e AEG I/L Gi01Ap rIK LASE POLf NO. S AT / EXISTING GRADE. SPLICE EXISTING HIRES M b I E 544 3 T ,/ WITH HATER TIGHT CONNECTtRS- v ] B 1627939.50 , I / / NOTE OD NOT CONNECT G PAIR CDIIMIAIICATION lU1 IT. � R / / CABLE GOING 10 GRIFFIN DRIVE. CABLE � waAo ROD+ / / WILL BE CONNECTED AT A FUTURE DATE. � / PLLL 601 AVG PAL 10 Iz•LE,l••zr d C0"TTIKX L E" SIGNAL INDICATIONS 6it 1 IwOICAIES WEW 9410 11CHT CCMN[CTORS. li SEE DETAIL ON SIfET E-J. I/' R Ii' IL R 11 ' a a fuSFO CdaICCi0P5HA SHALL 6C YDGC1 fERRILE tYPE i1• Y 4 PROJECT NO. IM 90-6(67)307 / / In RATED AT 10 AIFS FOIL ,00 BATT LIAANAIREI. W.T.l G // // TRAFFIC SIGNAL. ILLUMINATION EM / / AND INTERCONNECT I � r� .Vqulll 1 REOU)FED 9 RECJIREO I REOUIREO N. 7TH AVE. INTERCHANGE DEI.C.NED Y0N 3-J•SS Ip L AM Q.oAAwN 6" s-o ItS BOZEMAN b1ECIOFD REw� 4 GALLATIN COUNTY SCALE r = 20' RFral:v I STATE I PRO-[CT NUWISEp S+CEi NO. 9 I YONTANA Y 90-64 6 7150 7 E•2 co O CV o Ln Lu 3 �ppa J b w 1 J �a > w 0 r Z EXISTING 1 PULL eox PULL BOX TYPE I G ){ ,� EXISTING ILLULMNATION TYPE 1 PULL BOX }{"Y G CONDUIT 1— R/11 -- -----J `----- // ------- ---------- -------------- ------------------------------------- —.—.—.— . —.�// ---•--- --- ----- J N. 7TH AVENUE l 4 J 1wLo In N 00.08'22' E - ; - -- w z uNe G I V -, 1 I � T z » ` `w =y; 1 END OF PROJECT 4:A2II 1 60+65 R/11 TERYNATE 6 PAIR COMLUNICATION CABLE IN TYPE 2 PULL BOX. COIL ---_— 10 FT. 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Na t61191— I it , in ptxa tronSlftan brrrlsr /I J � � -Apprmd Roit Fax of evr.sllrg _,,b —Face of Afew Corvefe Bowler —E flslMg stldlry pare in daak PLAN 246-9 To be lrr.Jexled In fte unif prlre bid for 'Revise Brtdpe Roll Concrete Bonier" ^Sea Rand Phne for cum Sldawdr See fund Mons f a' S bowoh -----` - - - aw Approach PWI Ddcl/s —av,0 TrarulMan TrrBc er - ft QJ r-10 To he lrc W In fM tojf price N da d far "Pe6frlem Ra1C, - —¢End End EM of nsw cmerete barrJer roll Pat!- -��� �� —�8rg.Jif 1Cti PaJ7 wts 48l Bd.48 Beni Na s ? T Erd of nm axrsela Q rrler Ism Bowie End Dent). � ��r- aoncreff Dormer-- "r� 15Stu S orrI 24 Dint Na 16120 J— --__ - twee Barrier Erd pdefl. L-- I - - - - - -- - - -- - - f I :r F_r.i or erlsrltg sldMCVk � � I I I I I I I •i s; _ II II / r _ � T ap Or 4ltSfhS7 1•.J --�- Tep Of roWr'rbr BixkaR new boater as re&,;.Iay 10 mofroaln ad wi-t eota -16/fng l 1 deck drains (Typ. )(Son 001;.No.5708) - Top of itt, N BlxtoW rou berrler as rex-",Ory Ioce cf curh ( �1 to avdd Imforferenoe w*th New sltdtnp gave m barrier La arising 61Jdlrg Nvre fdrl In .do;!—1 (-Sw So~ C-C D.✓;.No. 1,5120) ELEVATION s-J ! 5 _ - - —1 ? w BILL OF REINFORCING STEEL - Fa or new rcv4-- NOTES: C�.B ce A� - FOre cf ezlsrlrp rain AN gxlst7rq ourrete M be raM✓K1 h rrn cruYrcrr!cr CS shOwo on Ira (to remain In pfx*) shop be dapased of 10 ire 6allSfoCflavr of Ito Engtreer. Aar[�OI ousts 6h1lI be A 8 —foie of new lrxludad In the Unit prloa Wd fcr ' lse 811dat AC�11 - Car✓ab 8arrler. B I C Alm r1S51 1rr�acn i' � TrP� 1 TYPE TYFE J mrrrele borrler-- I poncrete bon,v, For lopltlon of exlatlrg ",droll, urrb drain. curb JolrIS see Jars+. N0. 5708. JI -Mew B J #4 U-b^.rs f to �`rJoiyf9r !Tyr, I--� 1 i moth Olaft.rp cure acre) CaYrodor shall catty Wr dIrwd1dns In tre !talk b0ore ordbring ory moOsrJors STHAGhrr BAPS BEVT BARS IAII dteerrslons are ad to aufl L prrl panda rcbrketror is Orgun 1Rart I$lze No. L&Vri Park 5110 NA Type Length A B C D Now 82--*4 bars�,� r` J I Tlr oatct of furNsNrp vrd pracfrV Ito rer antra:^+ corrW& relr/ardrg steel. B100 tto 4B QO'-0' BI tt4 25?. t 2' - t J� 1'-J' 0' S' Q' 1� 0' -6" Gym 8101 4t4 16 8' -2" 82 4 ?62 2 2-S t-0 1-3 0-6 eardarA. 10-0 cfre l�"Cl. Qoke.Nzad pipe swvw Ord eivponslon fare fifer Shah be Inch) In tin exit 83 rt 262 S 2-8 1' U" 1' 0 5" 0 -6- r^ price td for "Raw rl Ro1r- Cannata klrlrrt@-. 'Rwtse 8rldge Ra1r a, B 100-+4 to lop ` - !ryp. 1 _ �r_r¢;efe Banner " be d fa by fro IlnWr fad wN5h ahOA be funk b 10 1-#4 pp"yayrssnniar for furNOrg oil rooferlols. ep'.�fp^ty Ord fpbar raadsso/y to CagWele (Sx. Cd shwnl— --- _ $0-p the t1a7t TIg tvkq 6611t!rde6 number of Orear /sef Ion p7)x�r� Is 246.B. 2 fledrfcW % fT 1 w _ - .VpNTANA DEPARTMENT PI/ cW" Carrrete used In tes ca+c" Carriers sM as ll be Cast BD uuilfled . - - OF TRANSPORTATION ir+T r�r Relr/erGrap s ao' Used In knit row Courrate borders snail be Of deforred yx* -�—and still mfef fre regt1rwf4nf3 of A.S. T.A. Spedrlcoflon A-6 15. Grade 60 IA.A.S.H.T. O. u-311. NORTH 7th INTERCHANGE - BOZEMAN Cut ire A,' Alf row horowore to be gabardzed fi Occardonce with ASTM skWCY;4Non A- 15J, AT STA. 50+00. 00 r,bave rorghl— / rwWrlon Rd?" SW It paid fa by tno llneor roes wr1rh shlo to 1V' FEDERAL AID PROJECT N0, IM 90-6 (67 )307 maw BJ 4 bars - ((( \ ' ccrpentallon for rWNshfnq of; moorkV& eQL0fp wv oyd labor recassavy 1-0 wide , I M rotnplare Ito Marti Tte rtpkW of Nned feel Of Pede.,7tfan Rd)r for pc.*•,hr_rd oorlak b rallposv -' Eirrsh'rg curb for- I ' Veit be cvffvu d as -frn twtzovxcf dls a" t*Fww terror Rrns of e+d CALL, T I N COUNTY rat, posts Tro rare/ estl,eelod nv7�Der of Arad reef for POYeaY ks 2J 1.8. a■s:a.m z 24-9s X.1. S. Ile casr of turrvsHrg ord pfayny 2- EA@drkor PVC Cordult wunNn fro 8orr!er P-24-95 1:.T. S. CONCRETE BARRIER RAIL DETAILS Hot., is Ircluded In fM tMrf price bid for Rfol !tgz ROY - ti�+�rx` Barb• 0o 10 4-21-95 D.J. R. cane - As faAd See owdl 'Ci" Dwj. Na 16 f20 cnelW SECTION A-A gAWNG N0. 16 116 ■�.rato r�EraArrlr 2f59RAK.BRC O STATE PROJECT KUK-R SHEET NO. J r`_ 7' f 0 1-0. 4- IG' 7-0 3-6 !0 ➢Fels • 2!- ( = £to-10 2_6 7-0 4- 10y, f-0 1-0 7" MWANA W 90-6(571307 6<' c r }— j f�„ �1 I I �-�j� �SAOGe /ryp 1 � } (Ir�P I dlt 1 =f /see deftdl. JNs oleeJl- I cd (Typ 1 £ SEC, Wet9vt ! yxx N s Pipe P.a4 (A.S. r.U. I ® All� epwr~s Of A-5J. Grads B I fTyp / Ape srou meet I � ASTY A53 Grade B. r 8' -' ! PA ANT W, A11 rail &Wmw)f& PWA J d .c� 1 2' `� S!d. Pf pc /I yp 1- ! ---f nC of a=r oms shah M po Sal ro v aCQ'rarOl?nae rylth fAi SptX'1ot PrpvLska� z byrlo._ - 1? Darrlar Jar _Clean and Cod Sfrlclural sl- �_ (TYA '. •- - - - - - i �{I f, TD': Ratl posts Slnf1 be bet µ�perdld Atr to Ps raxl+by Svc z FA l�l I PEDESTRIAN RAIL PARTIAL ELEVATION 4 f�r�.Y gr�1 a f� Ruh Post T. U. A-36 � Saute %i� !' G" Pa11 POST �s �" War rars fair Ir Rarl Poo - (Yi6`.v VOW ratClr !n fop rof(s for a Ball Posf I NdTft PO1N bpdioe s+eave Oofare ererllwi --- �- - JdN misi le tr5e to rnOvo after pa1N1nA - 2%t`jy Sid. W919 s' e 'k4 00 Ploy Rol! xpood enis I-1'`• spftrxs --Q%?",B std.Pipe SECTION A-A 3 Pipe Rafr M P1e!e Pa! Corvedian +' -0' - - ocoe owwvdkn f0 :0-" rer�er fB B �.- -----ease &46 1-0 (TyA 1 - -2`0 SM.PIP$ Slams 51 X 6%p' f!ber rafrforaed pods wrftn sAdtr� ffl JTyp. + P iaAts to maf..h base plsfo (soa spzlaf Prcvlsi-) Face of p*dwtkv) rail �•� A-JO7 AncW BoNs sMfl As lresfalled by �MHQTEr Af brldpe erpanelan Jo1N, o IrQrR� uM.fop for /7"R1 i" ncx real VIEW C-C skbrar rAx of battler dr1111np and an adhWW tav&.10 WEE&L TM -Vor is repr.Arod be�ween rA't ends. CV I" sap ArXgW with pGAn7hfltd Axr watsrEr No SC.a'v boos slab be capaAte of 7 rJWbW hulk xpxhy. off of Wah erd of Typiml Pad0lbn Z%s rto ruts oe be fcracea tD 4 f ff.lbs. TEE Pas. Ran swm:o of expartskn JOIN. .,VMh rs. and anchor bons 6lail be p0k4N7ed !n a-,xr&v" with A.STv sWffjw4m A- 153. TYPICAL SPLICE SLEEVE DETAILS PEDESTRIAN RAIL DETAIL Scoo scofe f F 1 erMro1 Dcwo prv� 2 f-0 �I I� C 1 3-5 Fc yam-!{Tyr4 - � r� 3-5 s Ertl of snovkn Ja141 Wrier 1 I 3-0 - 1G1 11 1�• 10�" 1_0 h-- -- ,�rrfn rg Mles1ber to � pad L�-- i• TYPICAL PEDESTRIAN RAIL SECTION f 'rr 4%?'x 1 0 true pljfe r7yp t if - - - - _ -- - - Eleravlan v few slow ow" TERMINAL SHIM DETAIL 'fi{2f: cwtraow atvR furnish sn+m> cs ¢ necassay to adjust roll to grads N "t�"N •1%r PEDESTRIAN RAIL TERMINAL SECTION Scala = 1' 0" slim stint be placed howeaor ttw rarrfor-rad pad& Al! sfJms skr!t rer4•a I � J?�"x 4y�" -0 two aact6 ar pafrt after fo kr(ctltlan 6cse PWIe NfirEr 2 - fermlro' �\I — MOV ANA DFPARTAJENT !•0 —" sNms are rertdrod far Zv O OF T RANSPORT AT 1UN 4'1�' 6' 6" 6- 6- 4h. t � Wrs a�tPOW.IS r� E- ' w 0 two for YV B 1•0 tok for V2,0 ' Na ar bob wrrn Ho( NORTH 7th INTERCHANGE - BOZEMAN Arow Bo t with 1 J" 1: WaS�f-��o Nordw1x f-xer NJ and t-silYlore AT STA. 50+00. 00 xardnred Washy per Wilt '1r'R Rail M1f �m"T- - SECTION B-B FEDERAL AID PROJECT NO. IM 40-6i671307 sy Base Plate feroir — r sale - J" = 1' o" CALL AT IN COUNTY a� �B•e;tael SJMer �ro.m 2-24.95 t.L-s. PVZ`B Sid.woWt 7 -- rryp t o,,... p-p4-93 K.L. S. CONCRETE BARRIER RAIL AND P1pe Raft fTyA )- 3(6'r, M=<.o 4-Z1-95 D.J. R. PEDESTRIAN RAIL DETAILS SHIM DETAIL TERMINAL BASE PLATE DETAIL l' -0 Kr>a� soar As n S:Ne -- I" � " ie.eKc FILENAMES 2 159R41[L. B.R DR «rNe NO. 161 t9G DM NC"ts0 r STAIE PROJECT FdNBER SHEET N0. WONTANA 19 90-6161)10z gi lq f m 7 9' -`o 6' E 1 67 I I' g uer ht-x4 u-tars (to "x 1-0 x f-2r1z cn fri th exlstlrq afft banal—.. �Nav 82-tt4 bars (Fotprtcode to GarrW slaps) �- mcich exlstltg curb hors fT'A 1,1js -- - r� ,--Nav 83-44 bars to )ap row B t-94 0-Gars 1 n « CNO var)stlrg curb to 1 1 7 = I .'scot Qne as stawh Arctcr bar New 8100-r4 to lap 8 b I�t41{/—L f �' 'x 1%2"x 6 -3- 111 h 1 lr6la') by drlJllrp S" Ift blob and I E ExlO g curb Iwr— Use odtas" cabwnt systaa ale j l-0 `� " r I-0 0cr woon atoll be caaawe or SECTION C-C VIEW E-E scale - 1, I'-0" Fare or exlsl)rg cLeb—� —Foao or na✓ bawler NO7 E= Rwmve ex)btlrg bVl dlrat Garb �- Gars wNac4 c-e kmtad w/thIn DETAIL D tNpyxt at^ perrlan or av'A Borr7er End---__- wlrs Sefzlrg cr l%"lrxlae d a. -�` 90�hrobrl fastwily pin IN Otters) _ r %t'ff wire Rope t t" NOtE: wire rope shma bs z/rc-IXated sw wtr�Mnlmdn brwtlrg sfr&Vh 17) strand 'atJM a erode"with of P5.000 Iba. —T SECTION D-D and &full c0rdorm to A. S.T.M.A-47 S. Soak - !%p" = u ANCHOR BAR DETAIL Hwf scale 6" 3• 10' 4" 4' 'F 1 yi"kr 60N. Ste.steel pl r fit•chWer I / y �B"B b is&Aww Out 1n �� I T k I -►�i were roA I -O - � rV ' v — D _—cut rrr 8crrler evd ra ero Fr, o N� I� ce a<)srtg7 curb= _ MONTANA DEPARTMENT l NOTE: Ron¢" straw portion = OF TRANSPORTATION r of cids.11(V curb dart �- 2-0 frog, a rD end. P-0 — I I lQ• cii1One NORTH 7th INTERCHANGE - BOZEMAN VIEW 1-5 SiOE — AT STA. SO+00. 00 ENO VIEW BARRIER END DETAILS FEDERAL AID PROJECT NO, IM 40-6l67 1307 wore 1" t' -C GALLATIN COUNTY CONCRETE BARRIER RAIL DETAILS 2 1-95 O.J. R. �tvr�eo Scale - As rVO �nxo K viscn Fll ENAMEL ?159RAtt 3.BRC- ORANING NO. /5/20