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HomeMy WebLinkAboutFederal Aid Project No HES - 50-2(12)89 - W Main & 7th Ave N DESIQ DATA MONTANA DEPARTMENT OF HIGHWAYS 1982 A.D.T. MAIN • 17,750 I i '�; �� I I •" ..�..--�ll• I •••" �� i� f• 2000 A. D.T. MAIN • 42,275 T i D. H.V. �U.6.° —I I A T FEDERAL AID PROJECT NO. HES 50 -211218J • 568045 ollo�l�W: I :Ie°•` . � 3 '� — INTERSECTION IMPROVEMENTS 30 W MAIN & 7 TH AVE N ff M�r,3. Ipi_..« •i'�\Y"• ^[_� Y3 JET , .. LETTING DATE GALLATIN COUNTY .ONN 3[v.ONWr S.ST:.l1 CW LENGTH 0.0 MILES Z FEDERAL HIGHWAY PROJECT LOCATION SCALE 11 L _ ^O I ADMINISTRATION _.. SURFACING - CONTRACTOR FURNISHED B O Z E M A N , -- , rl Ilk it ,�-,,: -�n�•l ,_ 1-- C� _Uu�C(�� :C l� s i as°° ���� F], EZjJEo LI -------------- , s u , , •'�\ ���ppt� i____�; •w _ STATE OF MONTANA DEPARTMENT OF HIGHWAYS RELATED PROJECTS ' _ l ti=__�� ;aA,• l APPROVED: pNTAry a M 4 ' ' � �.,, ll, .-i eve `�'7 � m ST EPHEN C. i " �' GARY J. WICKS " K24OE M 1206 (2) U—I ' Ji � ,�I, DIRECTS OF IGHWA i , i i _I BY ' TE fe T G iL �/ � f• - CHIEF 4�NEEK6 �/ PRECONSTRUCTION BUREAU ' I U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION ASSOCIATED PROJECT AGREEMENT NUMBERS THIS CONTRACT APPROVED: R W d I.C. P. E. 12 — — — DIVISION ADMINISTRATOR DATE STATE I PROJECT NUMBER SHEET NO. MONTANA HES 50-2(12)89 2 TABU LE OF CONTENTS NOTES ROAD PLANS SHEET NO. BASIS OF PLAN QUANTITIES WHEELCHAIR RAMPS (for estimating purposes only) TITLE SHEET I ALL CONCRETE CURB RETURNS SHALL HAVE WHEELCHAIR RAMPS PER TABLE OF CONTENTS 2 STANDARD DWG. NO. 64 NOTES 2 PLANT MIX BITUMINOUS - 3855 POUNDS PER CUBIC YARD COMPACTED TOP/CAL SECTIONS 3 PRIME - 0.30 GAL. PER SQUARE YARD ASPHALT CEMENT- B5-I00 PEN. GRADE AT 6% BY WEIGHT OF PMBS SUMMARY 4 PLAN 5 PORTLAND CEMENT CONCRETE PAVEMENT-SQUARE YARD SIDEWALK TACK SS- I - 0.05 GAL. PER SQUARE YARD HYDRAULICS 5 ALL NEW SIDEWALKS CONSTRUCTED PER STANDARD DWG NO. 65 UTILITY NOTES SIGNING PLANS SUMMARY S/ LOCATION-ERECT/ON SPECIFICATIONS S2 PLANS 53 ELECTRICAL PLANS DRAINAGE SUMMARY El DETAILS E2-3 DEPRESS ALL CURB INLETS 0.2' BELOW GUTTER GRADE. ALL PLAN E4 PIPE TO BE CHECKED IN FIELD BEFORE FABR/CATICN. FINAL LOCATION OF CURB INLETS TO BE DETERMINED BY THE ENGINEER. EXISTING ELEV NE INLET 48/79/', N.W. INLET 48/6.35'. CURB RETURN RADIUS POINTS LENGTH OF RADII AND STATIONS AS SHOWN ON PLANS. RADIUS LENGTH /S TO FACE OF CURB. STATE I PROJECT NUMBER SHEET NO. MONTANA HES 50-2(12)89 3 EXISTING TYPICAL SECTION NO. I on North 7th Ave. 4.0' PAINTED MEDIAN 14.0' DRIVING LANE i.12.0'DRIVING LANE 12.0' DRIVING LANE 14.0' DRIVING LANE 56.0' 53.0' PRIME 4.5' CONCR. USE GRADE IN PL. USE GRADE IN PL. ONCR. S.W. S.W. CONC. CURB & GUTTER LT. & R.T. 0.25' COMP. PL. MIX BIT. SURF. TYPE 3(2 CRSES.) 0.50' COMP. PL. MIX BIT. BASE (2 CRSES.) 0.25' COMP. CR. BASE SURF. (2 ND.) 0.50' COMP. CR. BASE SURF. (I ST.) PARABOLIC CROWN WITH 0.6' RISE AT OR VARIABLE TO FIT EXISTING SIDEWALK NEW TYPICAL SECTION AT CURB RADII SLOPE TO GRADE NEW PLANT MIX 4.5' NEW SIDEWALK BEHIND SIDEWALK SLOPE 1/4" PER FOOT VERTICAL SAW CUT` .25' GRADE C NEW INTEGRAL CURB & GUTTER - 8"THICK EXISTING a - VERTICAL SAW CUT a'..*9? .'-�" v VARIES EXISTING STREET ..� e 9 0.33' CRUSHED TOP SURF. TYPE A GRADE 2 o EXISTING 025'CRUSHED TOP SURF. dboo abaoo^aoo�� ago'o�oeo LO.Io' PMS OVERLAY TYPICAL SECTION NO. 2 TYPE A GRADE 2 0 o (NORTHEAST CORNER ONLY) on West Main 67' PORTLAND CEMENT CONC. PVMT. AVERAGE WIDTH 63.0' L 0.5'CRUSHED TOP SURF. TYPE A GRADE 2. I 70'PARKING 12.0'DRIVING LANE 12.0' DRIVING LANE 12.0' DRIVING LANE 12.0' DRIVING LANE 7.0'PARKING AVERAGE WIDTH 62.0' AVERAGE WIDTH 52.0' PRIME SLOPE TO DRAIN USE GRADE IN PL. USE GRADE IN PL. CURB & GUTTER 0.25'COMP. PL. MIX BIT. SURF. TYPE 3(2 CRSES.) CURB & GUTTER 0.50' COMP. PL. MIX BIT. BASE (2 CRSES) 0.25'COMP CR. BASE SURF. (2ND.) 0,50' COMP. CR. BASE SURF (I ST.) PARABOLIC CROWN WITH 0.5' RISE AT OR VARIABLE TO FIT EXIST. CURB & GUTTER STATE I PROJECT NUMBER SHEET N MONTANA HES 50-2(12)89 4 M(f � ��� STORM DRAINAGE (STD. DWG. N0. 54) NEW REMOVE STEEL PIPE TRENCH STATION CURB CURB 12" 0.179 THICK EXCAVATION REMARKS INLET INLET LN. FT. YD3 49+03.5 1 8 5 38'RT. INCL. BEND SURFACING 49407.0 I 35'RT. LOCATION GRAVEL BITUMINOUS MATERIAL 49409.0 1 35'LT. TONS YO3 YD2 TONS GALLON CRUSHED TOP SUR. PORTLAND CEMENT 49+ 05.5 1 5 5 38'LT. PLANT TYPE A CONCRETE PVMT. ASPHALI PRIME TACK REMARKS STATION MIX GRADE 8' CLASS °DP" CEMENT TOTALS 2 2 13 10 FROM TO LEFT RIGHT GRADE E 2 85-100 MC SS-I BEND TO BE FABRICATED FROM 12 STEEL PIPE 413+85.36 29.0' 414+2421 68.0' 7.7 36.9 49�71.10 66.0' 50+08.18 29.0' 2.7 11.5 33.9 0.16 3.4 ASPHALT BEHIND SIDEWALKFIRE HYDRANT IN PLACE0'48+9782 28.0' ♦ , 43+13.77 44.5' , 0.07 0.9 OVERLAY N.E. CORNER REM & RESET 5,Y#'OTHER 40 STA LEKQ 110MIGHT REMARKS TOTAL 3.8 19.2 70.8 0.23 3.4 0.9 4 �` '♦ to be included in the unit price bid for plont mix ;'eAL ♦'♦ STREET EXCAVATION PAVEMENT MARKINGS CUBIC YARDS MATERIAL INTERIM FINAL TOTAL UNIT REMARKS white point 11 2 13 ga FROM TO LT. I RT YD3 yellow paint 6 2 8 go/ 413+85.36 29.0, ye/tow curb point 6 6 go/words and sy poinl 3 '♦WATER VALVE IN PLAC; . 3 got 414+24.21 68.0' 23.6 INCLUDES C &G AND SW ye/tow p/ostic 24" lnft ADh4T TO GRADE BY,, 48+54.03 26.0' REMOVAL B" 231 231 /n.ft. CONTR CTOR 50+08,18 29.0' 29.8 4" 770 770 to ft while plastic 2 121 121 /aft. 6 778 778 It?ft. LE�z ,RIGHT REMARKS " � 4" /n.ft .♦ words and sy.ptas. 222 222 sq ft. �` .♦ TOTAL 53.4 remove point 500 /a ft. 10 �'fAL '♦ COMPACTION OF SURFACING AGGREGATES shalt be accomplished as directed by the engineer and the cost absorbed in the unit pace bid for aggregate. NEW CONCRETE SIDEWALK (STD. DWG. NO. 65) nTEW, CONCRETE C�FEE GUTTER (STD. DWG. NO.,.661 SQUARE YARDS LINEA ♦' STATION NEW CONCRETE SIDEWALK WIDTH REMARKS STATION ` , ' FROM TO LT 4" r12.5 -- 413+85.36 31.5' ,, 414+23.71 68.0' 25.54.5' , �. �1 48+54.03 28.5' �. ♦, ♦, 48+79. 66.5' 4.5 ' , ,`' �`� ♦ , ` ` , 49+73.60 66.0' 50+08.18 31.5'1 35.7 1 1 4.5' SEE PLAN SHEET TOTAL 1 61.2 1 12.5 ,' I STATE PROJECT NUMBER SHEET NO. MONTAN HES 50-2(12)89 5 7rhN 3 3 J 2 I c W F W H J GARAGE GRAVEL "[ Q Z All SIGN DRIVE I I F- -i J H W FzI_ir r J Z MU)7 CD- Ca 5 FOOT, m 7 N 3 WOOD FENCE 1/)U X w :3 GOODMAN 5 W- Z .00 / 49 I 0 T V p O N Z +3 f 3 z CURB DATA O)W a)WW O T2S R5 GRASS a z v Ir z GJ SECTION 12 ELEC (AIXAIGROUND Box, O O O NORTHWEST CORNER NORTHEAST CORN SIGN D I N TANKS (3) � BC STA. 4/3+85.36 (3/'L) BC. STA 48+ 79.03 (28'L) ME B JAWS CRANES o CONOc0 /NCREo/BLE PT STA 48 476.04 (28'R) PT STA, 50+08./8 (31'0 EDIBLES F- id m m mm R= 38' R=35 -i No- W O Q? T=36.95' T=35.04' 0 J Z BRICK F W -¢ H005E DIA./"� ^ 1 0=88°24 �=90°04' Z. In J J U O p R O HOUSE CD - X F 3 CANOPY BANGTAIL M U Z O 0cr R 2/SL ANDS\ BIKE SHOP W° U) 2 PUMPS cr ]U N N- I EACH O O %Z I / ASPHALT PARKING f Il 3 E 3 Z pORCN I \ 35'R mLd mww= Z Q S Z N U ! OV S�CN O REMA/N DR 2 WIRE Sr I. '`•' / -CONSTRUCT/ON LLMI TS (see detail be/ow) OR. FENCE NEW PEDESTR/AN RESET ED GRASS WATER VALVE CRASS 1 1 SIGNAL POLE SIC, OLE \ FIRE HYDRANT REMOVE LUMINA/RE BY OTHERS EIGHT PHONE BOOTH +isl,n I— cure Sr..SIGN - Curb -, NEW LURB INLET / NEW LUMINAIRE BY OTHERS o/x/o 30//4./8/33LI Existing RESET SIGNAL POLE (( --y/ SIGN CURB INLET 2"C-2 0//2'/4 cob/ O y'L/ SIGN - CURB/N xW O GRASS NOTES EXISTING SIGNAL POLE PEO S/GNAL POLE sto.413.85.36(3/1 J-� / tL I.EW - St. 50 4 08.18(3/'L) /4/4•50-1 = CURB IN, I PARK/NG For electrical details see sheer E4 7 /9� h Ex/sting advertising sign of 48 093 (39L)-5 x/S Conoco with /0,clearonce s in 4/3 r 665 f 71h \ ,\t s Be aT E Existing curb in/et of 49.07 (34.5'R) with 2.8'x 2.0'grate N 89°41'E lb 49.45/ Existing curb in/el at 49.09 (35.5'L) with 2.8'x 2.0' prole M.N. 9 _ - M. - - ' Existing Rower line crossing of 49+/2 �` 2 wires O.N. with 23-6 clearance y Existing Pedestrian signal pole at 49+86(3B'L) 2"C-2of/2'14cab/e Existing water volve of sto 49496.6 36'LT. S7 5/G4' °C-/N/2`'4 cable___ REMOVE B NEW PED.HEAD PARK/NG Existing luminaire /8 x1B cone.base of 50 f 04.5 (33 L) GRASS J, RTE.SICN MSYGNAL STANDARD 'O - RTE.SIGN Existing sipno/standard 16'po/e, 25'arm at sto 414+0/(35.5'L) R/W_ _- T O WATER VALVE _ ._ ADVV STOP ADV SIGN CANOPY SIGN SIGN 3 FUMP 15G AND COMMERCIAL NEW STATIONING TIES Remove 8 new ped head at slo 49+84(34'R) BUILDING Remove luminaire by others at New pedestrian sipno/pole of sta. 50+OB.l8 (33'LI sto 484 96(38.0 R) Curb inlet'of sto. 49-/03.5 (38'R) New luminoire at slo. OS +A9,18 /48154,03(35L, B3 L 1 Curb in/el of sta. 49 f 05.5(38'L I Beg curb and gutter 413485.36 Beg.Conoco approach of slo. 4645403 3/CT I d Co noco approach of sto. 4B179.03 4/4,/7.2/(68'Ll E I I PP End curb and Buller 4/4*�37/ CONSTRUCTION LIMIT 1 I Remove B reset pedestrian l6B L) 48.76.04(35R) 49.83 3(66'L) \ DETAIL 1 I signal Pole o7.slo, 4B+96(36.5'rJ I 1 4B.79.03(3B.2�L/ Beg curb and Buller 49+73.60 1 I / Remove B reset signal pole (66 L)L) �+ -1 P.T. 1 I at $to. 413+87 34.51) J 7 fh PC L 1 End curb and gaffer 50+08,/8 3/L 2'inside of new sidewalk 1 I I 464 9782(28.1 L/C.-� \/ 49+89.1(43 Ll 4/4.04.66(42 U I '1 / HES 50-2(/2)B9 BOZEMAN existing face of curb 1�\ r I \ �r��\h 4/3 r 8536(3L5L) �" r 1,50.08.18(39L) 49 113.77128..3'L1�1 r ��`�l_�---7 WEST MAIN - 71h AVE NORTH \0 \ '' 2'outside of existing face of curb/ \ 1\ 490169.39(3/'L)J PIT P.C. 1 -J PT GENERAL PLAN LDESIGNED GEH 2-83 PMS OVERLAY-N.E. CORNER GEH 2-83 sco% l/I=20/ WE ......"[° STATE PROJECT NUMBER SHEET NO. SUMMARY MONTANA NES 50-2(/2)89 S-/ SIGNING & DELINEATION QUANTITIES ITEM MATERIAL TOTAL UNIT NUMBER SIGNS - SHEET ALUMINUM -REFLECTIVE SHEETING(A) 56. 7 SQ. FOOT SIGNS - SHEET ALUMINUM - REFLECTIVE SHEETING(B) SQ. FOOT INDEX SIGNS - ALUMINUM SHEET INCREMENT SQ. FOOT OVERLAY -SHEET ALUMINUM SQ. FOOT POSTS - STEEL V POUNDS POSTS - METAL U DELINEATOR LINEAL FT. POLES - TREATED TIMBER - BARN -3° TOP 0 LINEAL FT. POLES - TREATED TIMBER - BARN -4° TOP 0 LINEAL FT. POLES - TREATED TIMBER - BARN -5° TOP 0 LINEAL FT. POLES - TREATED TIMBER - BARN -6° TOP 0 LINEAL FT. POLES - TREATED TIMBER - CLASS 4 LINEAL FT. POLES - TREATED TIMBER - CLASS 3 LINEAL FT. POSTS - TUBULAR STEEL 415 POUNDS 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 HIGHWAY TRAFFIC STRIPING - WHITE GAL. (S ) HIGHWAY TRAFFIC STRIPING - YELLOW GAL. (S) WORDS & SYMBOLS - DELINEATOR REFLECTORS DESIGN A EACH DELINEATOR REFLECTORS DESIGN B EACH DELINEATOR REFLECTORS DESIGN C EACH DELINEATOR REFLECTORS DESIGN D EACH DELINEATOR REFLECTORS DESIGN E EACH DELINEATOR REFLECTORS DESIGN F EACH DELINEATOR REFLECTORS DESIGN G EACH DELINEATOR REFLECTORS DESIGN H EACH REMOVE SIGNS - GUIDE EACH RESET SIGNS - GUIDE EACH MISCELLANEOUS WORK LUMP SUM BARRICADE - TYPE I A LINEAL FT. REMOVE SIGNS B EACH RESET SIGNS EACH PREPARED BY TRAFFIC UNIT DRAWN BY: ✓LINE es a,aro CHECKED B V STATE I PROJECT NUMBER SHEET N, h � w W MONTANA HES 50-2(/2)89 S-2 .m V y d + x a30 e = 57 of F a W cr w «� ao c c ¢ e z 2 to :i Z ti o F o Q WLLJ 5 x W u � F m v F V 2 ] Q= uj 41 m o m W h n +W 3 � J � � o r Zt Q m m W v C al O j O j al o y h J 2 J Q 'dta jN, y~ V' ~ ~ ku O OZ O " Lt- -10ik. W Q O m 0 a W Y LAJ l F Q it �bM6 oW�b — — ® O VQ m o ) Nh3b9 _ _ — "\m Q a 0 Q Q N N O uu a ~ 71 JOb1 N S LL dot x J H ` V 1 i d01 O 2 W Z O do O O f h)b)lo kYnN� I,y m 4p 3 ? R �h d A 1'�Hlh N N Op �Op O O O p O O u) O ul �-- NO�f l�,3 t') �-c'n O- JN 1H0�3H � M rry crl C� - Noow O O 0 O O O p l l) (031 SOo "sod NbJ a O dy � 3 1`soo, Q N N 2 N a_ N a <v d cJ d dy��JNbbb�)J T - o O O O O o O O 1� 1J3�3hS N N N N N N N N �— y''�b a z Q Q ¢ Q Q Q Q 2js W a>0 0 vl h O N o 0 y o N a xO o o K o ,� „1 >N i M %1 o O Y 'n p n Y Y W d 0 0 0 1 O W O 10 d Q) v v O O l9 n J L O O Ul N W K C O H 1 nd NNNN — NNcli ME '� ,;�^' = I h h� `; `;� �' � o- 1 r �cn c� i of M M � M ' �;�i =S i � i `� � � . ^• 'c� dKbb f f F K o OUOO ti �� o�� � ��� � Df O 51 Dom- C fE E � 0/4 O� O n � O W p to O+ t O O ri K, +, rl n N d a O p 0 O DRAWN BY MAY 1985 DAN d d V c + d Lo f J J J J J CHECKED BY STATE I PROJECT NUMBER SHEET NO. MONTAN HES 50-2(/2)89 S-3 STA.48t2/RT. USE AS/S M3-2b MI-2 ,MI-4(19/) O NEW M6/o,M6-4 Q REUSE G-/ TO STA 48 t 50 RT 0 = 4 Lc) h � v 3 3 Z o ® h 48+00 >l STA.48/-50 RT 4s a I w.5 NEW �+ REUSE G-1 FROM JT STA 4/3f 87 LT a STA 4842./RT � ti 9-3,N 7TH AVE H � e MOUNT ON = NIdINV f�► - MAST ARM STA.4/3t87 LT o W I� USE AS /S NEW REMOVE R3-2 I�IyUI M/-4,M/-2 R7-/ L ; USE AS /S REMOVE M6-3,M6-IR STA.48f80RT T D-3,N7THAV R7-IL S7A.501JOLT R3-2P ® ® I STA.50fO5LT.W= ~ W MAIN ST STA. 'W � STA.50/02;T • NO T STA.413473 LT W MAIN ST �• -��\�V�/ REMOVE� 1 I ~I \S �n R3-2a NO LEFT STA.4/3f 55 LT TURN a/rrP/ = J Lj NEW - R/W R/W B"WHITE BYTYP/ R3-2 R/w ITrP/ RJ-2P 49+00 STA.4/9f/7 57449 f80 - - SrA.49f B6.5 + YELLOW CURB -YELLOW CURB MINT -- ,� (rYP) /TYPJ PAINT STA.4/4+70 414+50.3 MAIN BK._ L 9 STA.491983 /S" 0 1 —� 49444.ON 7 TH 1I6'RT •a B"WHITE /00' \ + �4"WH/7E PA/Nr 4"WHITE PA/ In h - h I � N 4"DBL YELLOW/00' "+ W MAIN ST I � jk B'"YELLOW I'ti 9"OBL YELLOW 50' B"WHirF BO' ;5 !W MAIN ST 4' I00'q 30° B"YELLOW STA,500233 h STA 4/3t OO RT. 0 O� `; t STA.49f 963 2 RT 79"YELLOW PANT NEW B"'WNI rE/00' 49+45.1 MAIN AH= A B 70 49+45,I N 7TH 95i5WHITE PAINT (-5 - �STgg9f 93 /S ART ' V q I-50 YELLOW CURB PAINT--._-_ IrYP/ /rYP/ SrA 49+78 /—YELLOW CURB PAINT—-- 1-5b \ � STA.4/3443 RT / R/W 1S NIV M REUSE TO '. I*t / STA.4/3t85 RT z—� srA.50r99.5 D-3,S77-HAVE W MAIN ST a m o N_! D-3,W MAIN ST g c� `m `� USE A5 /S NEW Z $ 'JJJI • z NEW M3-2b,M3-/ STA.49+82 RT. 0-3,W MAIN ST rr_ `� D-3, N7TN AVE M/-2,M/-4 1 R/0-6 ♦ Lp lo� = MOUNT ON • I STA, SOf-40 RT z STA.4/4P20R7 z n MAST ARM STA.4/31-45 RT IAILI ® USE AS IS _ REMOVE G-2 STA4/3s93RT M3-4b M3-2b M3-1 REPLACE _n o NEW MI-2 MI-2 MI-4 09-2 NEE g o NO LEFT R3-2 M6-IL M6-3 M6 3 09 20 TURN R3-2P REMOVE NOTE PLASTIC PAVEMENT MARKINGS FOR THE 09-26 c R/6-/ CROSSWALKS,STOP BARS,AND WORDS 0 REMOVE 15 s o a' STA.4/4t15 RT SYMBOLS SHALL BE 400 MIL. ROUTED HOT APPLIED HYDROCARBON THERMO- 15 '. PLASTIC. THE LANE LINES SHALL BE HES 50-2(12)89 �i w MAIN sT W.N REUSE FROM 275 MIL. ROUTED HOT APPLIED HYDRO- MAIN ST- N. 7TH AVE STA 4/3t43 CARBON THERMOPLASTIC. D-3D-J, W MAIN ST,)--LEGEND BOTH SIDES REUSE TO A. NOTE:INL A/D HOT THERMOPLASTIC SHALL BE SIGNING 57 NO LEFT SrA.4/3te5,5o'RT USED FOR ALL PAVEMENT MARKINGS, DESIGNED sT4 4/3t45RT j TURN l REMOVE EXCEPT WHERE NOTED. PAVEMENT MARKINGS DRAwn BUD 83 REMOVE Q _ R3-2 0 R7-I L NOTE.FOR A BID ITEM ON PAINT REMOVAL CHECKED REVISED SEE STANDARD SPECIFICATIONS,ART 89-04 REVISED Vj AND ART 89.05. REVISED STATE I PROJECT NUMBER SHEET NO MONTANA HES5O-2(12)89 E-1 ELECTRICAL QUANTITY SUMMARY ITEM N0. MATERIAL -L N 4-LA TOTAL TOTAL TOTAL UNIT RURAL URBAN RURAL URBAN RURAL URBAN 401050000 CLASS D CONCRETE 2.0 2.0 CU. YDS. 851011001 CONDUIT STEEL I IN, RIGID LIN. FT. 851011501 CONDUIT STEEL 1-1/2 IN. RIGID 40 40 LIN. FT. 851012001 CONDUIT STEEL 2 IN. RIGID 105 105 LIN. FT. 851013001 CONDUIT STEEL 3 IN. RIGID LIN. FT. 851101000 CONDUIT PLASTIC I IN, LIN.FT. 851101004 CONDUIT PLASTIC I IN. CONC. ENCASED LIN, FT_ 851101500 CONDUIT PLASTIC 1-1/2 IN. LIN. FT. 851102004 CONDUIT PLASTIC 2 IN. CONC. ENCASED LIN,FT. 853010001 PULL BOX METAL TYPE 1 EACH 853200001 PULL BOX CONCRETE TYPE I EACH 853200002 PULL BOX CONCRETE TYPE 2 EACH 871000080 ELECTRICAL INSTALLATION-WEIGH HOUSE EACH 871091409 CABLE COPPER 9AWG 14-600 V MESS LIN. FT. 871091412 CABLE COPPER 12 AWG 14-600V MESS LIN. FT. 671100602 CABLE COPPER 2 AWG 6 -600V LIN, FT. 87 11 01 002 CABLE COPPER 2 AWG 10 -600V LIN. FT. 871101202 CABLE COPPER 2 AWG 12-600V LIN. FT. 871 101 402 CABLE COPPER 2 AWG 14-600 V LIN FT. 871101403 CABLE COPPER 3AWG14-600V LIN FT 871101409 CABLE COPPER 9 AWG 14-600V LIN. FT. 071101 412 CABLE COPPER 12 AWG 14-600V 715 715 LIN. FT. 871120402 CABLE ALUM. ACSR 2 AWG-600 V LIN. FT, 871200200 CONDUCTOR COPPER AWG 2-600V LIN. FT. 87 1200400 CONDUCTOR COPPER AWG 4-600 V LIN. FT. 871200600 CONDUCTOR COPPER AWG 6 -600 V 145 145 LIN. FT 871200800 CONDUCTOR COPPER AWG 8-600V LIN. FT. 871201000 CONDUCTOR COPPER AWG 10-600V LIN. FT, 871220400 CONDUCTOR ACSR AWG 4-BARE LIN. FT 871600001 FIXTURES FLUORESCENT 1 TUBE EACH 871600002 FIXTURES FLUORESCENT 2 TUBE EACH 872201100 SIGNAL STANDARD TYPE 1-100 I I EACH 872202502 SIGNAL STANDARD TYPE 2-A-500-2 EACH 872202503 SIGNAL STANDARD TYPE 2-A-500-3 EACH 872202504 SIGNAL STANDARD TYPE 2-A-500-4 EACH 871301051 STANDARD STEEL TYPE 10-A-500-I EACH 871301052 STANDARD STEEL TYPE 10-A-500-2 EACH 871301053 STANDARD STEEL TYPE 10-A-500-3 EACH 871301054 STANDARD STEEL TYPE 10-A-500-4 EACH 871301141 STANDARD STEEL TYPE 10-A-1400-1 EACH 871301161 STANDARD STEEL TYPE 10-A-I600-I EACH 871311401 STANDARD ALUMINUM TYPE 10-A-400-1 EACH 871320040 CONTROLLER CABINET PEDESTAL TYPE D EACH 871340002 GUY B ANCHOR ASSEMBLY NO. 2 EACH 871340010 OVERHEAD GUY ASSEMBLY EACH 671360040 LIGHTING BRACKET 4 FT, EACH 871360060 LIGHTING BRACKET 6 FT. EACH 871360100 LIGHTING BRACKET 10 FT. EACH 871360120 LIGHTING BRACKET 12 FT' EACH 871400400 LUMINAIRE ASSEMBLY - 400 W MERC. VAPOR EACH 871401000 LUMINAIRE ASSEMBLY- 1000 W MERC. VAPOR EACH 871410400 LUMINAIRE ASSEMBLY -400 W SODIUM VAPOR EACH 871500010 ELECTRICAL SERVICE ASSEMBLY TYPE A EACH 871500020 ELECTRICAL SERVICE ASSEMBLY TYPE B EACH 871520201 SERVICE 8 CONTROL ASSEMBLY -20 AMP EACH 871520301 SERVICE B CONTROL ASSEMBLY- 30 AMP EACH 871520401 SERVICE 8 CONTROL ASSEMBLY-40 AMP EACH 871540010 PHOTO-ELECTRIC CONTROL EACH 872013140 TRAFFIC SIGNAL 3 COLOR I WAY B-B-B W/BP EACH 872013110 TRAFFIC SIGNAL 3 COLOR I WAY 12-8-8 W/BP EACH 872013120 TRAFFIC SIGNAL 3 COLOR I WAY 12-B�-12 W/BP EACH 872020010 PEDESTRIAN SIGNAL TYPE I EACH 872020020 PEDESTRIAN SIGNAL TYPE 2 4 4 EACH 872090060 ADVANCE FLASHING BEACON EACH 871700250 SIGN FIXTURE ASSEMBLY MERC. VAPOR 250 W. EACH 872110020 CONTROLLER SS TRAFFIC ACTUATED TYPE 2 EACH ' 872110021 CONTROLLER SS TRAFFIC ACTUATED TYPE 2A EACH 872110030 CONTROLLER SS TRAFFIC ACTUATED TYPE 3 EACH 872110031 CONTROLLER SS TRAFFIC ACTUATED TYPE 3A EACH 072120261 CONTROLLER PRE-TIMED TYPE 26 EACH 872120271 CONTROLLER PRE-TIMED TYPE 27 EACH 872 203621 REMOVE a RESET EXISTING POLES I I LUMP SUM 872410010 DETECTOR LOOP EACH 872410020 DETECTOR LOOP UNIT EACH 872420000 REMOVAL AND SALVAGE I I LUMP SUM 872900250 PUSH BUTTON PEDESTRIAN EACH 872900500 FIRE PRE-EMPTION SYSTEM EACH 872900510 RAILROAD PRE-EMPTION SYSTEM EACH 682000304 POLES TREATED TIMBER CLASS 4 LIN FT. DRAWN BY CHECKED BY DRAWING NO.TE-E-1683 STATE PROJECT NUMBER SHEET NO. MONTANA HES 50-2(12)89 E-2 PEDESTRIAN PUSH BUTTON SIGN PORCELAIN ENAMELLED SIGN 5"X 73/4",BLACK LETTERS ON WHITE BACKGROUND. TERMINAL / /COMPARTMENTA/ E _ — // PUSH ARROWT TO BE OR BO L AS OR PUSH BUTTON R IRED. BUTTON 4l/��SLIPFITTER WAIT FOR WAIT FOR 2 41/2 SLIP FITTER WALK GREEN TERMINAL SIGNAL SIGNAL );yl COMPARTMENT;Xrl- -zkl BA F CA STIN APED TO r------_� r - — r-`-� DONT ^ F CURVATURE 0 ST. FOR W-1 0 -2 W-I OR W-2 WALK o OUNTING ON PEDES N PUSH o SIGNAL OUNTING _ SIGNAL MOUNTING BUTTON POST,CASTING LL (IF SPECI D) ----' ---', (IF SPECIFIED) TERMINAL BE FORMED TO TOP OF POS 1 i COMPARTMENT WALK `-4'/"SLIP FITTER !_alit' SLIPFITTER FOR 11 ON'T WALK-WALK" FOR COLO IGNAL TERMINAL SIGNAL COMPARTMENT 41/2 O.D. 4 O.D. 41i2 O.D. _�411/O.D. o _I 0 O O -r. 2l/2" PIPE 4 7" ENGTH TYPE 140 TYPE 1-160 TYPE 1-100 TYPE 1-120 T E 1-80 B-I S NAL B-2 SIGNAL W-1 SIGNAL W-2 SIGNAL P ESTRIAN PUSH MOU ING MOUNTING MOUNTING MOUNTING p BUTTON POST _1 M HANDHOLE 9 CAST TYPE /FLA E TYPE COVER BASE BASE i 1 0 w CLASS"D" I Ili. CLASS "D` CONCRETE NOTE s CONCRETE FOUNDATION CAST TYPE BASE WITH HANDHOLE s i p FOUNDATIO ✓3 COVER SHALL BE USED 0 c CLASS"D" > 1-6" o CONCRETE— e:: DIAM. FOUNDATION DIAM. �—2 L O'--+ DIAM. I ' 2"CL. 1 ' . 11•. 2" cL c I I m #4 HOOPS SPACED #4 HOOPS SPACED X ELECTRICAL I'-0" CTRS. 8-#6 BARS I'-0" CTRS. :•, a. . 8-#6 BARS . ` ^ Ep'JALLY SPACED DETAIL DRAWING N0. 107 a - a EQUALLY SPACED 3"CL. 2 1/2'CL. TYPE I SIGNAL STANDARDS & FOUNDATIONS 3"C 2 1/2"CL. DRAWN BY : G✓S 4-//•73 CHECKED BY: f L X NO SCALE 11 STATE 11 ROJECT NUMBER SHEET NO. MONTANA HES 50-2 (12)89 E-3 LUMINAIRE MASTARM LENGTH AS SPECIFIED ON PLAN IN POLE SCHEDULE m 0 o z z ¢yl J J z> =O W O = ¢ u f al I x 0 u O w n v�- z a z 3 0 1 z OSIGNAL AS ECIFIE�\ � ON PLAN • _ MASTARM L GTH AS SPECIFIED ON LAN IN POLE SCHE LE >W m a B-1 R B-2 S NAL MOUNTING a m AS ECIFI ON PLAN 0, 8 -a W- R W-2 SI L MOUNTING A SPECIFIED 0 PLAN O F 0 -1 PEDESTRIAN PUSH BUT N O WHEN SPECIFIED_ O COPPER GROUNDING STRAP HAND HOIEB BETWEEN ANCHOR BOLT, COVER CONDUIT 8 AWG NO-6 _ 2'MIN. GROUND WIRE o A 0 2'MIN. - i 2"Cl. 4" 2'-0" oz w 2'-6"x7'CLASS"D" TY 3 SIGNAL STANDARD ;r :W N �+ ri CONCRETE FOUNDATION II II 11 LL w 1-1/4"x 48"ANCHOR BOLTS II I ¢u O 8-�6 BARS II-1/2"BOLT CIRCLE li-� Z a 0 EQUALLY SPACEU II II it O rn z 3"CL. 3" o a T * METER AS SPECIFIED ON PLAN 1'-4"LAP IN POLE SCHEDULE #4 HOOPS SPACED (g)APPRO%. 1'-0"CTRS. R 6 BAR(TYP) 21/2 CL. ELECTRICAL POLE NO. 3 FOUNDATION DETAIL DETAIL DRAWING NO. 108 TYPE 2 AND TYPE 3 SIGNAL STANDARDS POLE NO. 3 DRAWN BY: A. P. 4 19-73 FOUNDATION DETAIL CHECKED BY: ! NO SCALE STATE I PROJECT NUMBER SHEET NO. MONTAN HES 50-2(12)89 E-4 3 3 I POLE SCHEDULE POLE TYPE ITEM N0, LINE STATION OFFSET NAL MOUNTI PPB MAST ARM LENGTH BASE TYPE FOUNDATION SI+OO NO. VEH E D SIGNAL LUMIN. DIA.xDEPTH * 1 1-120 872 203 621 N.7th AVE 49+00 40.0'LT W-2 ANCHOR 2'0'xSO" 2 1-100 872 201 100 1 N.7th AVE. 48+96 38.0'R7 I ANCHOR 1 2'0"x3'0" * 3 2-A-500-3 872 203 621 JW.MAIN STI 413+87 1 34.5'LT -I,M-I 1 25' 1 1 ANCHOR I 2'6"x 7'0" I *-POLES NO.I&3 ARE EXISTING STANDARDS. THEY WILL BE REMOVED FROM THEIR CURRENT LOCATIONS AND RESET ON THE NEW FOUNDATIONS INDICATED IN THE POLE SCHEDULE. ANCHOR BOLT SIZES AND CIRCLES TO BE USED IN THE NEW FOUNDATIONS ARE SPECIFIED IN THE SPECIAL PROVISIONS,SEE ELECTRICAL DETAIL DRAWINGS NO.107& 108 FOR FOUNDATION DETAILS. 3 ; � � I NOTE:THE NEW 12 AWG NO.14 CABLE RUNNING TO POLE NO.4 SHALL BE OO CONNECTED AT THE TERMINAL COMPARTMENT OF POLE NO.1 TO OO + I THE SALVAGED 12 AWG NO.14 CABLE,FROM THE CONTROLLER,FOR + IA POLE NO.I. OD EXISTING STREET LIGHT WILL BE REMOVED &A NEW STREET INSTALLED THE EXISTING 12 AWG NO.14 CABLE IN POLE NO.3,BETWEEN THE 10'TO THE EAST,BY OTHERS CONTROLLER AND TERMINAL COMPARTMENT,MAY BE REUSED. REMOVE TYPE I-120 SIGNAL STANDARD THE EXISTING AWG NO.14 CONDUCTORS BETWEEN SIGNAL HEADS &RESET AS POLE NO.I ,=1I J _ AND THE TERMINAL COMPARTMENT ON EXISTING STANDARDS REMOVE 8 SALVAGE RED.HEADS !! MAY BE REUSED. CONNECT NEW 2"CONDUIT TO 50+00 EXISTING 2"CONDUIT [ _ _ INSTALL NEW RED.HEADS 1 K xg� O REUSE IN PLACE REMOVE a c: I R/W L --- i_ INSTALL NEW REDHEAD R/W HEAD r� —_ 1 -- __ �i O ��I vl v II I Y CONNECT NEW 2"CONDUIT I TO EXISTING 2"CONDUIT I lV i 1 I , N.7th AVE I I I � 11 i SPLICE EXISTING AWG NO.6 CONNECT NEW 1-1/2"CONDUIT I REUSE IN PLACE 1 CONDUCTORS IN®TO NEW AWG TO EXISTING 1-1/2"CONDUIT 1 I AS IS OVERHEAD 1 NO.6 CONDUCTORS IN® = ) M O I;I 1 GUIDE SIGN I a c 4 II 4 R/W RIW \ EXISTING 2\l\� ---- --- PULL BOX I� Ji '' I ` CONDUIT 81 WIRE G __1' 414+00 SCHEDULE INSTALL NEW TYPE 1-100 SIGNAL — —R/W EXISTING SERVICE FOR STANDARD & PE OVERHEAD GUIDE SIGN& D.HEAD Q USE EXISTING CONDUIT&WIRING AS IS SIGNALS AT N.7th&W.MAIN REUSE EXISTING 2"CONDUIT 8 REMOVE TYPE 2-A SIGNAL STANDARD ~ I EXISTING 12 AWG NO.14 &RESET AS POLE NO.3 I 3 I cn ® REMOVE & SALVAGE RED.HEAD REMOVE&SALVAGE 12 AWG NO.14(INTERCONNECT CABLE) CONNECT NEW 2"CONDUIT TO _J INSTALL I NEW 12 AWG NO.14(INTERCONNECT CABLE) CEXISTING 2"CONDUIT I S.7th AVE. J REUSE EXISTING 1-1/2"CONDUIT I Q © REMOVE&SALVAGE 12 AWG NO.14(INTERCONNECT CABLE) = INSTALL I NEW 12 AWG NO.14(INTERCONNECT CABLE) I �I I Z REUSE EXISTING I'CONDUIT ^�1 uj Q REMOVE 8 DISPOSE 2 EXISTING AWG NO.6 1 Z INSTALL 2 NEW AWG NO.6 CONNECT NEW 1-1/2"CONDUIT 1 _ W REUSE EXISTING 1-1/2"CONDUIT& TO EXISTING I-I/2 CONDUIT 1 2 EXISTING AWG NO.6 rc Q REMOVE 8 SALVAGE 12 AWG NO.14(INTERCONNECT CABLE) I i R/W INSTALL I NEW 12 AWG NO.14(INTERCONNECT CABLE) INSTALL NEW 1-1/2"CONDUIT, 1 Q INEW 12 AWG NO.14(INTERCONNECT CABLE)8 2 SALVAGED AWG NO.6 FROM® 1 INSTALL NEW 2"CONDUIT, 1 Z_ I NEW 12 AWG NO.14 0NTERCONNfCT CABLE), © 2 SALVAGED AWG NO.6 FROM 1 SALVAGED 12 AWG NO.14 FROM ®®® I DON'T ® INSTALL NEW 2"CONDUIT 8 11 11 II 3 2 SALVAGED 12 AWG NO.14 FROM®8® t I I WALK 4 1/2„ REUSE EXISTING 2"CONDUIT iy 413+00 LETTERS JQ REMOVE & DISPOSE EXISTING WIRING �-� i PROJECT NO. HES 50-2 (12)89 INSTALL 2 SALVAGED 12 AWG NO.14 FROM®®® WALK ® INSTALL NEW 2"CONDUIT, ~� (SALVAGED 12 AWG N0. 14 FROM ®®0 8 —� —� �� ; I SIGNAL MODIFICATIONS 1 NEW 12 AWG NO.14 1 0 Oz REUSE EXISTING CONDUIT INTERSECTION OF N.7th AVE. & REMOVE &DISPOSE EXISTING WIRING O3 4O © INSTALL I SALVAGED 12 AWG NO.14 FROM®k�® e + T T T W. MAIN ST. I NEW 12 AWG NO.14 I I I ocaicHEo L.E.T. 3/19/05 SIGNAL INDICATIONS REUSE EXISTING 2"CONDUIT 0 02 03 DRAWN L.E.T. 3/19/85 ® REMOVE&DISPOSE EXISTING WIRING INSTALL I NEW 12 AWG NO.14 PHASE DIAGRAM BOZEMAN CHECKED RMBED © INSTALL NEW CONDUIT& I FROM �D 12 AWG N0.14 GALLATIN COUNTY _ (INTERCONNECT CABLE))FROM ccvisco © ABANDON EXISTING CONDUIT AFTER REMOVING 8 ® ABANDON EXISTING CONDUIT AFTER REMOVING & Q ABANDON 8 EXISTING CONDUIT EXISTING ERRING �Evi■Eo SALVAGING 12 AWG NO.14(INTERCONNECT CABLE)& SALVAGING 12 AWG NO.14(INTERCONNET CABLE) SCALE I"=20',DRAWING NOTE-E-1684 2 AWG NO.6 H-E".....'.'O III i r i�. /�0��4O //vff Service ro nei/4ead 5/ n Illumination 51A1 /06 - s2A1 105Et-7 Yellow' A! 1 S3A i I04 c DIAL //2J kk rue . . .- h" S1A _ /0.3.. __ /eclnca/ S�iv/ca--:1'30/�,GB,on PwaiCo. po% loZB --- - n 5fg _ will r te CAI lr4 - R 55A1 //S -- - arr.•, Coo4.oNei J i wn: N -- - — -= ------- ----- n: L '_ t FIA. PIS /V YZ ------ ,, , Y3 i l!/B 29 Lt FLASN ;I5B1 _ NoTFs 1 Al 2 r N , CY-L3 29A OF-,� 50A,. FREE 3/A . To Congo/ar o/7 Po T y2 / T YS ----- N R 7 / F'! 1 y6- li I r I II it _. __ t✓ I - I I r i - /C rGh G,GK CGIJE rot Al. �---- ----- ------f1Ax 'ii_' I�kM/uAr NG IN nr. '';Or F"f{ LArTINCr rf!' - /rr PHI, IAwGoN�a� <�y��, TF,Y� BANG r No{M � I � � � � �- t - - I - a /X. y�lhr< A, l-.- '-- — _ Ai /05B - '--I I I i !O¢� - -� ► h. ,� .__ - �1 � F d. ! _ =IPA ��lz it • fcyr. a A,FA ti 110 1 _ J q ----�- I glue 59t1U1 L/gh 'h�I _ .1_ _ 3 h l_ ye/l Orr e�B/ock =:cB loB ----- -- -- - -.. �r�r'q I „�'een Blac b {/O7 — 11T, d/A K Ked Ulack iSH a - _ r .L r'U_;h } i 8/oGk Whf'fe +P18 — --- --- I i ' I White lock 2 _ _ e --- -- --- I I+ ' � Oro e lack 3-- �-_____ •----- -- - -_ _ _ ---- ' ' I ZRId �nimc'rf A/5 nGYNG 3y1VG ?B1cy-BA.Offset 0 F-:( OF Z I.o4 I Frae i rxs/4FR E FR �^3iA _C-o�,t,�// � r �.,. / j FATE OF MON7A NA S�tare� I?+ ��WhrtB- Btack__ J'yl___+ �---- � F�o/z (,��.5 • S�pare �.. + hec/_ /off— zy� ---- STATE HIGHWAY COMMISSION Spare reen 5 are' Orange _ / I g �r,� 5 ar Bt�-Icck I_W AI INTt k' I it I eW I I 111 30 Amp CirG4itBreaker _ _ POSE, NO.-'F I,IIi �On Service Pole 0 I � � No TES /20 Volt -5erVice4 Q C* ConduCfors r„n cont1nNcu5fy frog- ft rn--,no l i/rrk L---j ! -43-4 to terminol !-lock without s�/ices. + 2 t / oC> kDCC � : U �. Two feef of J/rclf S le ;n eacf, c is/rcf-r POLE N0. lO r - - -- - --I raj/e of e0Cf sfandard. - - - - -' 3 Spare conduc foes in interconnect r.'ai IE arc- f,,,e'd I --- -- - - — Off. 4. Reference L'r; wiR9 TI -;`- /63 0 �} ---- ---- .__. -- y}mB--- i ' Dt WALK}�A �p I f - -- — --------- ---- — --- a W&N l B Q o Lj ! 1 Ma,n l5freet + -- LOC�'T/0 Al NO. /2 -- - COr'vc✓UC t-Or Bandrng and CalOr COdf- ' ond41C6r Gond uc_fTor Color_ Idenf Teer ;na! ircu i t ndieotio Phase I AWG Na Bad 5-fry E _Bind NO I v I I ck No. /2 Po�E Ho' / uE ,5/0 X1 L --- ---- --- A Service NEk,tea/ l 90`6 WA;fC X? N i �! �'� / t�- ped Red SlA R/ Y�r/ow 9 ! j Oranye cc ! Yl 0/ Veh,cle Green Green aA 5,"ynal9 heJ I Red 5/acH I 11 aw B'' Orange a cK S2B Y2 ` - _ i. r ' Green BlacK 73B G2 HIV h.I've-if Z l4 White ✓ ✓ C - ( C V✓ntk F ahle I Blue I 54A I 5/ - _ '~ v1nL �H I !Dl WoIk Black SSA 12 ped, ! ✓a/F 1 I B'Ive I Black S4f? 53 W4in Jr J 8 b/ach 4Yh, J N White I Bla.K lu = I Interconnect Common Wh,'f I S N 6 ! orC;et1 Black SS 5 o- to W1//5e17 4re. I 1 i p/fse> Z Red ! IZ 3 o 0lfset3 Green 1 j 1-54 ! Vial 2 Oran e I4 9 �- 1 Inf,-r- Dial 3 1Zx14 Bfue j I5 I /0 d—? C o, „ c} F/aSh Wh,'te i Black -16 5 Fire,"ir ; lion Ca 4ile Hed ' y/nrK I I7 F ittureNOLeftTu Germ ! BlocK I IB I 7 S/•erc Orange ! Blach !!! jY1 ti POLE NO, !I STATE OF MONTANA re Blue BlacK IY2 r — — — _— e/acK wh; 7Y3 -- STATE HIGHWAY COMMISSION y A C, ProjeCf NO. 11Z?Z (16) --- -- ---- -- _-----— — --- —a yl ---— -- ----- —- G —_ --- N, Intersection o> �iraad Ave. I� wA[k with Mo,n Street C;ty Of Bozeman a Ntlas Cou nty ChecKed 6/�g/s5 Revise DRrI'�/NS NO �� L 201 I i POJ-E NO. 13 h , Ij Q m t r N o rEs l'II reYA /. Conductors r,rn conyl> r,/o}aS/y fro, Er,Tr,gnl E/^ck to Jerre rope f lee/f Wi/11 Olt Sf /ices. o�-�� kD> r-14 POLE LE NO 1. 4 ?. Two feet or` s/ac/f s /f•ft in e«cf 5 r - - - - - Cabl& -t eoCl, sfandar.�. i_1 condui fors in inter-onnec:f cab/e prL taPed off 1 - -- --- - -- i i w'inJ/ TE_C l 6.S } 6) m -r N I I i �— I � � � ll O A B � III I � I i l Moin Street - + LOCtiT)ON NO. l6 i 1 I---C pr7du[tOr 6ana,ng and Col;Dr Code _ - T God Strip �� POLE No. /6 r �Cond1c pndactor C_o/or Ident Terminal I Circuit ndiCnfo Ph r.se AµC, No�_ -�— e B« d No• \ IHof l 'rF ' B/ach X1 I r - - - - -- � 5- - Sr.rv, -c l•Neytra/i Rcd fie d I � Y yellow A.1jl Oran3e <-A I f /� I Ve/iicle Grc'ea i' �_ —_ Green 53! 5,jj o ne:� 1 i Red jB/aCK Slb ' --- f — ",'rw I f3 Oran9r D1acKZB Y2 --j Green B)acK 53B GZ ��— !V,h.NN,tI c !ie Wh;te b v C ✓' 1K Blue .54A S1 �— _ — 1 A 04 Ped ;sf V/orH1J A I B/a k S_SA S2 - _ - - U'W!_n/ Valk Bl�,e G1acK 348 S3 � WALK ' ,ynni. ti p Wo 51,2c M, �Yh,te I 55B SA _ fre. ,t. "I 1 lWh,'te iB;,; K NP C —Grand L _N N.,, I •.Co-"O" •' W/i fe I I N 6 To Tt-ac �trsefl Wed K I IL I 3 l �i)I fselL of f:rt s c,., .-„ i I¢ 9 Zn br- / D,o/ 1' ' rx blue I S /0 11_ 14 W{,,t. Beach 1 I6 i B 1 Flosh I 30 Amp Circui f Breake r � Cable Hod Hln K 77 1 F fr C, c Bea tl 78 7 Pole NO. /S �On Services Pole air dl I Gin„yr Bl,,,h ZY1 r- - r I re ac j B1,ch I 1 I IZO volt Service STATE Or MONTANA Wh,fr 7Y3 MMISSION STATE HIGHWAY CO -- --_----_---.._-_—__--- ; G Project N0. UZ22 (16 -- --- ---; R� mB W/R1NG DIAGRAM _ ----- — - G Intersection of Wi/lson Ave. -- N i j oALk,r.10A with Mo,n Street V�A:h City Of Bozeman - i wtitKl2r I Ga/lafi'n County C ra wn �- F , 61' ChecKce DRAWING NO TE-t= ZOZ Revised II PO4E NO. l7 I NO TES /. Cor,auctors run Co,atrriicu5/y fro ., lErmina/ i/ac/f I �»�?V'23Q�p� 1 to ferr-ina/ L lock with out sP/ices. ! -j POLE /VO /8 Z. Two feet of s/ac/j i-s left 'n eac/, crr.dacf r „d nt each SfG/7ot7rd. f I - —— -° conduc fo."s in int Off. er onnect nrE towed rt-r "ce Gr ,wing TF-r /6� • 1411 - - - --- ---- -- H/ —� WAcK --- — — - �. Dt (v N i i ( L - - - -- -- - • I l j 1 1 1 l i I � I i � l II i yam_- 1h l l /g AA. i ! ) I CATION N0. ZO '• j I Ma�n��Str�et ---_ ^Conducto IJBanding and Co/cr Cod,-_ T Conductor G"onductor Ca/or Ident Terminal J i l ircu i t nrJicotionl Pf ' e AWG No Body d-1-5fri e Band f No. I J I A cry" e 1i Pe�trnl / "6 i WRh,'te ' X2 N POLE NO. 20 Q� k. r , n it l S/ i R/ _ - Ye'�ow Orange I S[,q Yl x- -I 1 1 Veh. /e 6r en I Green ' I 53A ril = _ -� �I/ i• 5,ynals Re Red i6/acH S/F R2 i = + ` �w B i I Orange l d/acK 52B -_ < R Grr n s Green B/acK 538 G2 --- � _�_ _ c y 11Cj !4 � V✓/J.�errfl I'ih Cab l� I White C _---_._ _ - -- A Df. Walk Al Blue S! �— - - - Pcd. i Black I l S S� I _ _ - iW< Va/ii 444Q��u+�pppppp{I� J Slue 6/acK _5 4,9 33 0�— 7t r 41h} S,ynals ,� Y✓olk I b/acY, bYh te I S 5B S4 -� �4'ALh I I If- �.N+��rt III �I yyhite I B;a c H I N'P C --_-- N ' ;COTIn pis bY�hl fe l ( IN I 6 offsetl I,I ?;a:.H SS 5 ° k Offsef 2 �lia fled I�0fFset3 � Grern I3 4 IJ IntFr- � 'Diol 3 I 12 x Blue Z5 0 Connect F/aSo Gabe 14 White Black 16 5 F lF�7 r NO L it7 h 1. i Green i B/acH Zg I 7 30 A r?P Circuit Breaker ,Parr J !CrangR 8(2.h zY1 I ! B/acR I IY2 i o y ( On Servr'ce Po/e POLE NO. /9 -------- r - J/20 Volt Service STATE OF MONTANA —_ G�bA STATE HIGHWAY COMMISSION I ----- -- -- — ---- ---� R �B Protect No. UZ22 06) WIRING DIAGRAM ---- N wA�K Intersection o Tr-Cy Ave. A•n��H with Maim Street IiJ Wqt h I DtPVAtir},; I City Cf B0z ern an ill N Ga//a fI'rn County �l V� Revised DHAwl,ti', /✓o 7,--r--Z03 POLE NO. 2/ •0. -o I NOTF_S �cQY A co",duel-ors r'nn r'0„t r•urrryi� ry f u! i/ h" Z i to ferrr�inn/ /locK wifhoil/ si / �r; �. I Cc>-%Dec oho POLE NO, Z2 Two feet of s/Iaclr is 11-1f :'Ii e ;, c of e <'if 0nel1 sfcindni . tors in intFJr. vQne:'l of/C ✓ie >,•�rd P 1, - ---- - ._ - -— - oft. 166 - - --=- N - --- ------._ -._.__ - ✓f I I i � ; � ✓dA � ' i L - - - -- i a A I �1 � Ii � i III � vb I II I il ! t A Ma_n 15fre e f + LOC'4T1O1V NO. Z4 Conductor B ndin9 and Color Code I 30 Arnf Circu/V- Breaker On -5 ice Po/e u A- Conductor ionduC110r Co/ar_ Ident. Terminal I ? Circuit ndicot Phase AWG No. Bod—�tri e 8a.d No. I POLE NO Z4 �' P` J Hot l "xE B/ack XS L YoAt Service v, H Ser iLG l NEutro/ 1 '6 Wh Te X2 /V !ed 1 Red 3 SlA R/ _ — — t _� i - -J T �. ` Yellow A Oran e SZ a� j = A Vehi le iGreen Green S3f 5i nols Re.i Red B/aCIf 5/B R2 9 Yellow B Orcn9e BlaCA S,8 Y2 J _ 11"rr i „ Green BIncK S3R G2 i -- Veh.Ne:,t l /4 WMte S N V C -- -- - --< N — - Vy lk } Cat le Blue 4A ,$1 __ - - t WtiL Df LiulH J A SSA S2 --- -� C`WHLl(} 0A Pcd. j j 'V,l l I i B1ve Blacl( 348 S3 a=- WAi S•yr.nls �t lyaih 8 I B/aCh, White i 556 54 —� tLvA[K WA,'te B;a.-h 1J P C .:=_. _-- -- NTo --rac y - f ( I NI'-- VYhr e T B I me oft�et1 B/ask I Si 5 I Common I 6 Ofisel 2 Red I2 3 Offset Y Green I3 I 4 2 Orange I4- I 9 - I Znte.r_ D,01 .3 12�14 I Blue I Conn¢ct Flash W/, black Z6 I 5 Cab/e Fire,�r 'ions Red 8/nrK• I7 F ,�.turrNo 6rpen I B/acN 18 7 _1�orr 1� Crange 18/4Ck IY-f re I Glue Bloch j ZY2 ° POLE" N0 z3. STATE OF MONTANE, B;acK Wh,te IY3 - - _ _ - -- - -- — — R STATE HIGHWAY COMMISSION -- ----- - ----- ----- G Project V0. 11222 (1E) ----- ---------- - yj mg WIRING D l A G H A M - - ; G ---- -- N In lerseefi'on of Black flue. WALk I with Mo1/7 Street --� Willh Alr��� C;'y of BOzernan � DtY'u' '� Ga//atl•n County - --- - _j Drawn Che_ — Revisedl DRl VdING AC TF /'-z04 I PO.LE NO. 25 N O TES /, /o/ duc,fors r„n Co P,r,lrc,ns/y fro : ternlinr,l it^ck I � to term-/nnl !•lock without s�/,cc`;. ram\ =i3`ri Y: rt'r ii.l I try»�>-�a13a o� ' POLE NO, 26 �. Two feet of s/<zr/r s le it �n eUcf. q f I , ------ - -- - --- -- — - r, - - - - - - -,. Oable nt ench sfa�dara e conducfo:s in i„ter onn . t nh/e me f,rprd i 1 t ° off, .r - - - - � y_} Prt TL � r-„ce Dr ,�-,rra 6J � i I p+ I � if t i l ul l i l I I I - i I I t lill� tli A I I ail I ! j �Ma%n�Sfreet + O LCATION NO. 28ci -_------_-- --- I 30 /lmp C:rcuiY' , Conductor Barrd,n and Color Code• I I �On 5ervice Po/e Q. 9 I {{ I Condactd ConducforCo/ar Ident Tern;na! I I I ! POLE NO 28 C H i rc u i t n�ieatio Pf/u s e o---"---'-- AWG No. Body Stri e Band N0. (I Rost Xi L } /ZO Yo/t Servree ti cr v,'�:,c �'I Neutra/I l "`6 Wti�tc. X2 N _ L- -J - 1 gam!1,B o f�cd '�I ti Red S/ri I Rl '� _ *- i i----' I �I � �j � Y=%iow j 'A Orange 52ti I YI - — t t T 1 Ci' Veh,c,e �!6reeq Green 53A 6/ — — - J, n q l_5 A ei Y a B I 0rGn e � Dla cif � SZB Y2 -j--�-- I s G.ce9 $lacK 538 G G2 ---c �IGr`n` 2 14 I NV C — -- _ r /.1;.N-,t. A C,t It I S , wti,te V,' l ; Blue 4A S/ nr a kulH 6/acK I S5A sz �_ i - : nt N3in Pc H S � YVsI I3/ue Blac45 53 - S.yr;cls 1Nc.ik } Pi �I Black Wk., SIj te J 5.1 BiacK IVf' C -Black N T 1 I L —_. Common While IN 6 Ou �olfsetl l °`ocK S1 5 I offset 2 I hed I2 3 of 3 I f.set3 Grrerr I 4 17i./ 2 Gran 1 14 I 9 I 9 ' Blue I5 lO co r;cct� ,F/ash !z l4 Wh,'re Bach 16 8 F/te,'rr.-,,. .,:"on I c46/e Red P./acK 17 F r,--.Lam. —. i- -r----� I i �j r!'F n e l a H ' r 8 linrr ii C+range ! 8/<eLH l IY.Z — — re Q�ae Blach IYz 0 ! POLE NO 27 STATE OF MIONTANt, L - —i J l�;acK WS;te 7Y3 � -�------------1-----� ----1----- L-------L-� 1 _r. R � STATE HIGHWAY C O M M I S S I 0 N --- - - NO. //Z22 (irl Pr o�e c t t- — — - — R _ _ __ - y �8 WIRING oIAGRAM t ----- --` N Intersect7on o' Bozerron Ave. � - WA[k i with /✓lo,n Streefi tivA'A Clr/ cf Bozeman --- iDt VvA1K/ � Gal/aJ`/r) Caunfy rI`J 16Wli L.�� 8Lo�63J. - ICheCKGd ,Z316S Revised— DgAk'v71V_i AC `. -ZOS PO4E No. Zq No TES co,,t;.""--li-S/), fl u- -0 ter—)1�01 ilocA W,fhouf PO If /vc) 50 2. Two feet cr is I&ft t, e rl, col7du 1-0) 5 in /,,4-c rconncc Y off. ---—- - ------ 7Z- P4. —4 L L 0 Cli d COIL:, Coo, �— conductor o� olo Idert—Te er 741Circuit 30 4 rp C, breaker �-y - 7 �On Service 00/cAWClo bd PotF NO3Z Hof # e 1 51a� I /I L N, W6 Wk,, xz N /?-o Vo/-f i He Red i SIA R1 I L Y�,l,'o w Y/ 6t, cl, -A 13 - T Red 51/a c J 5 1 -0� R yi j C Green B I,(CA 538 J.ae A'v 54A 61 610,k S ZA 32 ✓ Blud Blac 348 53 vyhit I ,-,8 .54 6 =7-o co -T N i -T 4 i 14- 02'114' F/,2.51' yyy 16 1=z,l I— " , Cable jn 17 r Kj IYZ Wk I ,�- : Pol-E //0. j/ A. STATE OF MONTANA STATE HIGHWAY COMMISSION i —_ - ----------- -'� R F,*-0j,c c f Vc. VV/R//VG 01,4671RAM /7 te r-57&C f-/o n of House 4ve. WALR IWAwith Mor, Street C 1' 0 z e m Q rr Gal;at/n o u I-1,y Draw, rEec� 02 ', C 7� .' -Z06