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HomeMy WebLinkAboutFederal Aid Project No. M-1201(3) - Nineteenth Avenue DESIGN DATA MONTANA DEPARTMENT OF HIGHWAYS AADT DT 1978 = 5350 AD 1996= 16500 1l « ��•"� -- ' - r D. H. 1650 FEDERAL AID PROJECT NO M -1201 `� r ) ,.•I . : :�L,. � `..w°" GRADE SURFAC ING9 CURB & GUTTER SIDEWALK T 40 ALL TRUCKS 26/0 N I NETEENTH AVENUE LETTING DATE - B 0 ZEMAN _I? .•" = -- � GALLATIN COUNTY Tm."i «�"... ss,t• - THIS PROJECT FEDERAL•o HIGHWAY ADMINISTRATION LENGTH 0. 5 MILES SCALES HORIZONTALS 1 Inch= 50 Feet VERTICALS 1 Inch— 5 Feet CROSS SECTIONS--HOR. & VERT.S 1 Inch= 10 Feet REDUCED PRINTS APPROX. V2 ORIGINAL SCALE R5E T2S M Mw�w Nw NW Lo + I' 2� '0� :1 I• ... ' m s z zLLJ I r r Do I T I 1 • ly + -� j N_ G. 10 '��.. 7 1 £ t- �. IIpI J i ( i 1 4 ( i• � i i r- s i STATE OF MONTANA DEPARTMENT OF HIGHWAYS APPROVED: MONT4 N RELATED PROJECTS L �• L____ i /� 1 4 19 G f�iuo��rv��d/iuovvwm • ` } H JACK R. zl aM,,. P" I GARY WICKS o BECKERT 205 ES ••/ DIRECTOR OF HIGHWAYS z 1 '1 .0 ,,t�; ,� ��• 1 BY 9(C•t'G/ST E0.E�. I ADMINISTRATOR NcIN EER l' ( ( ENGINEERING DIVISION 23 U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION ASSOCIATED PROJECT AGREEMENT NUMBERS R W 9 I.C. I M/201(2) P. E. M 12010) STATE PROJECT NO. SHEET NQ. T A B L E O F C O N T E N T S MONTANA M-1201 (3' 2 ROAD PLANS SHEET NO. PAVING PLANS SHEET NO. TITLE SHEET I NINETEENTH AVENUE 14 TABLE OF CONTENTS 2 NINETEENTH AVENUE 15 TYPICAL SECTIONS 19TH AVENUE 3 NINETEENTH AVENUE 16 TYPICAL SECTION DURSTON ROAD 4 DURSTON ROAD 17 CURB INLET CASTING DETAIL,WATERMAIN ADJUSTMENT FIELD INLET APRON, WATERSERVICE ADJUSTMENT SIGNING PLANS SUMMARIES LINEAR 8 LEVEL DATA 5 SIGNING SUMMARY S-I VALVE BOX,MANHOLE 8 FIRE HYDRANT ADJUST 8 RELOCATE 5 LOCATION 8 SPECIFICATIONS S-2 GRADING 8 ADDITIONAL EXCAVATION 5 SIGNING Bi TRAFFIC MARKING DETAILS S-3 SURFACING 8 ADDITIONAL SURFACING 6 SIGNING DETAILS - 19TH AVENUE. S-4 CONCRETE REMOVAL 8 REPLACE, SEEDING,TOPSOIL,MARKINGS 7 DRAINAGE SUMMARY 8 UTILITY PLANS 19TH. AVE. STA.10+00 TO 15+00 U-1 19TH.AVE. STA. 15+00 TO 30+00 U-2 19TH. AVE. STA.30+00 TO 37+00 U-3 TYPICAL INTERSECTION DETAIL 81 MISCELLANEOUS DETAILS 9 GEOMETRIC PLANS TYPICAL INTERSECTION DETAIL OF BEALL 9 19TH AVE. STA. 9+60 TO 14+80 G-1 19 TH AVE. STA. 14+80 TO 20+60 G-2 19 TH AVE.STA. 20+60 TO 26 AO G-3 DETAILS 19 TH AVE.STA. 26+40 TO 32+20 G-4 IRRIGATION STRUCTURE DETAILS 10 19 TH AVE.STA. 32+20 TO 37+40 G-5 MANHOLE DETAIL STATION 16+00 10 FIRE HYDRANT E MONUMENT BOX 10 TRASH RACK AT STA. 9 +So 11 STORM DRAIN IMPROVEMENTS STA. 14+00 TO STA. 23+00 12 STA. 23+00 TO STA 37+05 13 STATE PROJECT NO. SHEET NO MONTANA M-1201 (31 3 TRAFF/G Tf�AFF/C 8" CYCLF L 4t/E 7, 77AW,4 /C L14it/E LA(1,F L.4r7/E L!l.UE L.4.f/E pF�OF/LE GRA - TDPOF'�t/Fl?/C B� !/fliQ/,4BLF S10oE / OR/MEO/4tl/MIAl .S7') 4'C,PUSNEDdASE ��2� SLOPS, z J Z.00, Z.GfU�SLOPE j.>c,PUsyEo aasE � Z�r V -�' YAR/4Q�SLOPETOMEET ¢�CPUS�/EO BpsE -- - Z��' Z.GYIJ `s7LOPE/� / 4"C,PUSNEO a.OSE TYPE 4 G POOE 5 �y�TY-TEyq RA/,A GB,LPyE OsEL CS PTO,-EieTY ZINY. 1�E TO^IEETEX/ST/NG TYP/C.9L BOTf/S/OES TO?OE iUSI�Y CU4B t Q G3� SECT/O i v S G 7YP/C,9L M/X B/7UM/U0(/S �Y LiOTN S/OESOF SECT/L71/ Q SUQFAC/U6 �GlZ4pE B� O O.ZO PL4A/T"IX V � SS-/ TACK COAT' � � SU�PFXJC/.f/G �GR,4pE B� M.C. 70 PR/ME COAT - "PLA�/T M/X B/TU1V1AVl/S M.C 70 PR/ME C09T -SS/ TACK C04T/.35"Cl�USNE�BASE COUKSE B/ISE (GQgpE/� /.35"CF�USNEp BASE COURSE (Tl'F'E A GRApE S� (TYOE A GF�ApE S OS�"PL.4AIT M/X B/7711WI(/OUS B,45E (G.Q<IOE/ SOUTH 19TH AVENUE - STA. 10+08.1 TO 12+68.8 NORTH 19TH AVENUE- STA. 134 54.4 TO 16+80.0 SCALE-HOR/ZD�f/T,4L / /O'!/EF T. /"=S SCALE- HOR1027&TAL / /O !/EF-7- GRAVEL MATE4'/4L - g/TUM/UOGs YJ4TEQ/9L 6;,Ig DEL A447ER/,4L B/TU/li//UOOS M4TER/4L PLA,VTM/X� PIAA?M/X� f,Q QQ,iE CpyEK ACY�� ,4L'/ZO-/� M.C70 SS-/ C.C�Z PLAA/r M/X� PIA,uTM�X,� CR B/!SE CO//ER B/TSURF B/TB.9SE COUFZSE ,4GGRE�?TE F04PiY>BS FOROMBB f�17/ME TACK AC/�`/`-�.4L/ZO-/� Mf70 55-/ �S'-Z AREA B/TSURF B/T BASE COURSE 64TE FORPMBS FpfZPY>B.B P4/ME TACK .5�9.6 Zq0 7/.O Y44� 5333 5333 S33.3 /pal AREA SO YAF�� SCI FEET PETS STA SCJ. FEET Z/,O 69./ 9�io%7 Q6�7 96Co 7 5'33.CU YARPS GALlOVS PEQ STA. 35.6 88.9 z63.O CU Y440-5 GALlOrt/S FER STA, pEB�q 53.�f 3/./ 77.8 2SS. 9 TO�(/S _ PER STA 68.5 /7/.3 456.6 4.5 /O.3 D.7 7Dt/S 600 /49,9 ¢73 4 TOt PER STA PE Q�q PER , 3 9 �E /AICLUOES 771E !vE/GF/T-OEO/G - oE'Q�� IAICL7/OE S 771E lyE/G/frOFO/L I EX15r1AYr.?�W EX1ST/NG e/I9[ /7 5• 65 /7" B5 8.5 /7" 7)?AFF/C TR4FF/G-� - - - 6,5" 5 8B/ YCLE G4.f/ LA�f/E - L,q,{/E YCLE L 4A/ �- TR4EF/C 77�gFF/C V /Z K/itl'G- Z.-4MF L,4�/E Q �OF/LE G/$4pE- !/4R/4B/� PE /Z /l4k/.UG L 4X/E TOPOF NE CURB Oif/MEp/4ACM/M o. %� \ 1.51 "B/ XCL LEI R/4B E SLOPE OR /LE GF�40E_ �� gyCyC/E LAA/E OD ` GN/MEL/4/I/�M/t/o5 7710 FZ0141 CURB / y.9C/ABLE SLOPETbMEE ti \ - / -ZDD� 2�I z � � Y.9,f/ABLE SLOPE TOMEET � i � Q ' E.+%TYNG GPOUNO 4 i / EY1ST/N!�Cj f�-. 7 G� Z. ,i ZOO Z,OOJe Z. �� PEPT/ L/NE. TYP/GOL � � i9QOr�ER7)'U.UE. TYP/C.QL,� BOT.N SHOES OF SECT/On/. BOTf/S/O£S OF SECT/ON. TYPE A, G>PAOE 5 f\ O TYPE A, G.P,gOE S 4"C.PUSNEO BASE 1 r[`'aCI � ;, �yyo 4 C,G'Us.SED B.4sE ��I Q O.ZO�LlliUr M/X B/7U/Y//.f/GY/S TYPE/7, G.eAOE S � O TYPE A, G.P,gOE 5 V � SURFr4C/,UG �Gi?AdE g) W � --- O.ZO"F'L.4/1lT'M/X B/TUM/A/OUS I 5S / TACK C047- SU/ZFACAUG (GRADE B,� M.C. 70PR/ME COAT 0.50'PLA.tIT/YI/X B/77/M/it/OG�' - f M.0 TD GR/ME COIlT- 55-/ TACK COAT /.35 CPUSNEd BASE COVR�E BASE �GPAOE/> /,35"CRUSNEd BASE COU45E (7YPEA GF?4dE 5 (TYPE A, 6T44OE 5) - 0.50"PLA/fT M/X B/TUM//t/OUS BASE �GF�AOE' /� NORTH 19TH AVENUE- STA. 16+80.0 TO 23+08 3 NORTH 19TH AVENUE- STA 23+ 08.3 TO STA 35+96.9 SCALE- HOR/ZOiVTgG / /O"l/ A-7. GRAVEL MArEf7/AL 8/TUM/DOGS MIJTEP/4L GR4yEL M4rER/4L B/TUM/0005 MA7ER/4L P[Avrnax y, BP[avrnaix CR BASE COVER A.C/ / AC./ZO/SO M.C.70 SS / CPs'-2 a[gVrMiX o[AVrtifiX C�?B45E COI�EF� B/T.SURF /T.B,95E COURSE AGG,4E6sITE- F0,4p./YLBS FOf�PM.BB PF�/ME TACK �.y� AC��'7 A.C/ZD-/� M.C70 55-/ Gif's Z B/T.SUKF B/T. BASE COURSE AGGl�E64TE FOPP.M,B.5. FOFZPYf B.B P!Z/ME TACK AREA 5C/ YGS 8.A Z/.O �9./ AREA SD.FEET PER� 966 7 g6Co.7 466.7 933 CDEU.RA 5�0R F E�EAr 778 4 Z;5STA, 4B,9 /ZZZ 375.5TA. MS1719 9 GPAELF�LOSfTT/A5 . 733.3 7333 733.3 73G,.3G GO.D /49.'7 473.4 TO/U5 TOf/S PER SIA F SrA 3.9 L%6 PEFl SrA 94 Z Z35.6 695.¢ PER674 �'"//t/CLUOEs 7f-/E VYE/GHT OF-O/L �f' /NCLUOES 77�E !vE/Gh'T OF'O/L I STATE PROJECT NO SHEET N0. MONTANA M-1201-(3) 4 /S B' EDGE of Pgl/EME/VT Fog FUTURE CURB Goi✓STRUCT/oV .--- -- -- --I B ` SOUTH CENTECL/rVE OE EELS PPOF/LECi�90E -_-- I r-- -- --� LEFT S/DE COMPgcTEO F/LL `V- fY/OGNT~J/DE A A AlEEA/Ah FOU/f/O.A'Y CO. .V OI Al 3067 ~ V�� W/TN RE(/EPS/BCE GP9TE -D.ZS•PLAdIT M/X B/TU�Y1/.f/OG5 IWC- 70 1C1pF1,WE C0.97---- — SUKFAC/A/G IGf�A�E B�, Z L/FT5� o\ j T77TAL {YE/GHT 5/D/fps Ord .70"CRUSf.'E�BASE COU/45E 55-/ TACK CO/4T 8 /APP/40YE0 EQUAL. (TYPE A GR40E 5� 0.35"PLAVT M/X B?UM/ii/OL/S \a PLAN BASE llif�AL�E / � d/O SCALE y" 37 ROO/Tf1,QE�EO AT Z"Pal�h TYPICAL CROSS SECTION - DURSTON ROAD 35/r"" EACH EUO� STA. 2+10 TO STA. 7+/5 N1 - PGo,I/TM/X ---- B/rSURF B/T BASE COU.4SE ,4GG.?EC,4TE FQ4O.>LLBS F�4P�flBB Off/ME T,4GK AL � — � �1 A SEA i - 50 FEET 7.6 //.O Z3.0 Q ��78 3478 353.3 680.0 CU Y/IFfG� Eg,2 40..7 85.2 a4Z% oER STA, PER STA PE.4 STA. S4.3 76.2 /57.6 PER'STA. -3.5 4.7 O.q � 36,• .-I - -3/� _ , SECTION A-A SECTION B-8 f/O SCALE f/O SCALE EGY�EDFS/�/1/,4L� Q /rYLETAT5Tk Z01'04a-'WeAf/iY/.YSTgLL,� CURB INLET CASTING DETAIL 5ECO410 /41LET AT 574, `N /S':Pl LB STRAP NEW PIPE \ M a RFRAR ANCHOR r. CLAMP W/ ? -]/B RDOS W/BR COATING I1W` nn ` BOLTS COATED W/ (TYPICAL " \V \ (IAIL--- C'IL CGLt/CrYETE A�iPO/v -- BITUMINOUS COA�.NG NACNFILL WITH ti / \ IT YPICALI GRAVZL Af�OL//UO F/ELO//ULET - I B MIN h `TOSd/.ILL OETHREE PART UNION,CONDUCTIVE COMPRESSION CONNECTION /i✓T,yE f�(-/C6 B/O FLJP CONCRETE q �THRUST BLOCK y�� a cX15'ING wATER APPROVEDMUFLLER H EOUALH154C5 OR TYPEIL /.✓[ET/N.''4►'CE (IC.Y.) f G.4.9TEeCOA/5T OETR/LS FEP " S/B'TIE ROD$ WITHSERVICE LINE STD. DWG. CVO. -5 ENCLOSE WATER LINE ', •' NUTS B WASHES EACH WITH POLIETHYLENE ---_ SIDEOF PIPE COAT ENCASEMENT WITH RI TUMINWS --)NEW PIPE COATING (TYPICAL)CONCRETET2UCY BLOCNPOLYETHYLENE ENCASEMENT SMALL CONFORM TO THE /O -�" � BE QUIREMENTS FURNISHED INTUBE AW W SEC i?ONSAf OR TNES ANDSVARIOUSLL SIZE PIPE INSTALLED FLAT SHEETS SHALL NE FURNISHED TO WRAP FITTINGS 6"MINIMUMNEW TYPEUPPER PIPE - aro 3 n � �, WATER MAIN ADJUSTMENT DETAIL_ NOTE WATER SERVICE ADJUSTMENT IS REQUIRED WHERE EXISTING AOfTON - `p LINE CANNOT BE DEFLECTED A MAXIMUM OF 4°TO GIVE AT LEAST 6" CLEARANCE BETWEEN NEW PIPE AND EXISTING SERVICE LINE. s�'GOM�t!T�O 3ASE TYOE A B FILL EXCAVATION FOR ADJUSTMENT WITH TYPE I PIPE BEDDING MATERIAL. I CONCRETE MEDIAN CURB a GUTTER DETAIL TYPEIIZ S//UGGEG�OP/Lt/LET 5<ALE//I' =/=4"" TYPICAL 3/4H ST4/U04i30044/Y/Nlf/Vo,5j WATER SERVICE ADJUSTMENT DETAIL — FIELD INLET APRON DETAIL SUMMARY ISTATE PROJECT NUMBER SKEET NO MONTANA M 1201 (3) 5 BASIS OF PLAN QUANTITIES ,1gUANT/T/ES Fne ESr/1vgT1NzF PuePOsEs oNLY) WATER VALVE BOX IN PLACE ADJUST /. COPIP.4CTE0 WE/GNrOFfs.PFll/EL 3700"b�CUB/C Y�4,e0 2.6/TUM/NDUS MgTER/.9L rVE/Crf/T 8.S''�/CrgLLON DISTAIJCE FROM € 3.PLANT M/X B/TUM/NDUS,BASE/28.5'°`�S.Y.�,/O STATION LEFT RIGHT REMARKS 4.PLANT M/X B/TUM/NODS SURFACE WE/l�/!T/PB.'s'0`�S.Y�./O 10411 25' 30' ADJUST TO GRADE S.1'LIJNTM/XB/7-UMINOU-5 MATE,e/qL=G.S7 OF PLANT 10+33 14' " Mix ff/7-omwous sU,eFAcE BY WEiGNT 6.PLANTM/X/3/TUM/NOUSM/-7TEe/gL =G.O 7, OFlllzgNT M/X B/TUM/NDUS BASE BY WE/G//T UB TOT,4L60 3 I 4 LANE 7 PR/ME= O.30 LON�S.Y. 14+27 s '• " " - 8. r,4C.r=O.OS�.4LLON/.5�./ 9. M/NE,PAL F/LLE,e-/.5 7 OF F�gNT/Y//X ACi4�EG4TE M4TEP/qL 2 3+39 TO/3E AODEO AS DheECTED BY T//E ENLT//VEE,P 23+80 15, b.SEgL CgQT= 0.3L2 I;ALLON S.Y. 23+80 45' " 23+88 40' " 23+98 „ /VOTES 30415 - 36+45 3R' " CURB /TETURN RAD// SHALL 13E /S'TO BAG/f 36+45 " OF CURO 61/VLE55 5/`/OWN OTHERw/SE, 36+60 _ ALL DRIVEWAY OPEN/NGS WILL OZ- BY PERM/T BEARING SOURCE FROM THE C/TY of BozEMAN" 36+60 56 ADJUST TO GRADE SUB TOTAL' '7 4 2 L ANE /��/�iSS!/O!?/rVCd-t/7�E^�PI.4NS/Jr3E�+4S®Oif/T!/FNCd4 -SO'/T TOTAL /•s BEAR/rY.�� of"77/E"s�E'T/OrVLiN�B�TI�/EENS�Z"//¢'/Z, �15's�/GCGl/N GJ�t//�/E,4cL�f�0�1.AT�G1/ES'TiAf3/t/�it/OR F/f�5'TA00/T/DrV LINEAR DATA r OLE IN PLACE ADJUST ADDITIONAL EXCAVATION BABCOCK C.Y. 9+70 to 12+68.8 4TRAFFIC LANES �_ 8 .057 MI DISTANCE FROM € LEFT' RIGHT ':'YPE REMARKS STATION LT. REMARKS MAIN 12' STORM SWR. ADJUST TO GRADE 19TH STREET' 13+54,4 l0 24+44.4 2TRAFFIC LANES .206 MI SAN.SWR ADJUST TO GRADE 9+75 TO/2+•68.7 473 473 APPROACH AT BABCOCK 2 BICYCLE LANES BEALL SAN. SWR /2+GB.9 //2.5 //0.5 f1PP,POACN AT i SUB TOTP.t 159.E /S9-B ¢LSNE_ 24+44.4 to 36+60.2 2TRAFFIC LANES [I_� 230 MI 2',' SAN. SWR. 13+54.4 I12.5 H2.5 APPROACH AT MAIN 2 BICYCLE LANES 2 PARKING LANES 23+34.3 27 B 58 170SAN. SWR. BEALL 84.6 74.6 APPROACH AT BEALL DURSTON ROAD 23+86.4 2+10 to 7+15 2 TRAFFI 2 CANE 364 56.7 7..0 3.2 CURB FILLETS AT DURSTON ROAD C LANES 09EM1 SUB TOTAL 200.1 /90-3 2 LfiNE OUR;'TON ROFU 359 TOTAL LENGTH OF ROADWAY 589 MI TOTAL: 1069C * /1VC1. /N GPAO/�t/G F,2i9ME GRADING r27+48 HYDRANT IN PLACE RELOCATE CUBIC YARDS STATION STREET EXC. UNCLASSIFIED EXCAVATION REMARKS EXIST. DISTANCE FROM �. RELOCATE 9+7570/Zf68.9 /Z74 Soo BENCHMARK LEFT RIGHT LEFT RIGHT REMARKS ADD.EXG 3/9.l0 25' 28' W/VALVE SUB T07'.9L /593.lv 500 4 LANE N". 5' 28' W VALVE i7AIN STREET 4817.31 BRASS CAP TOP OF PROJECT MARKER POST' / / 4 L NE /3134.4 rO 3lc+S74 //,14Z Soo AT H AVE.THE & CORNER OF INTERSECTION � li VAL,VE 19TH AVE. t: WEST MAIN STREET AODEXC. 749.4 47' 51, W/VALVE 4607.05 BOLT ON TOP OF FIRE HSTA. T STAMPED SUB TOTAL //,89/9 ZL,ONE NO. ORT 53' LEFT AT 6TA. 23+89 45' S1' W VALVE AT NORTHWEST CORNER OF INTERSECTION 3TO'PAI,: 134H5 ;,00019TH AVE. 6 BEALL STREET 4788.61 BOLT ON TOP OF FIRE HYDRANT STAMPED NOTE•" cLE4<'/�i/Gflit/ /G/s'TOBE/rVCLI/l�E�//V Tf�E I/N/T NO. 256, 76' RIGHT AT STA. 36+51, AT SOt'THEAST CORNER OF INTERSECTION 19TH AVE. 6 DURSTON ROAD LEVEL DATUM SOURCE BEAK'//MA�PK Q4lg g.PE7�4SE0[7rl/87�.4SSC/lPT000FP.POJECT M/LR/fER SST AT SDUTL/EgST GY�.YNEi4 C�/NTEh'SECT/ON /91-11 Q!/E {'YEST Mom'/N SUMMARY STATE PROJECT NUMBER SHEET NO MONTANA M-1201 (3) 6 ADDITIONAL SURFACING (IS INCLUDED IN SURFACING BELOW) GRAVEL TONS BITUMINOOS MA'i'ERIAL D MIX BASE PLANT MIX* _IT O`4S) (MC-70) SS-1) TYPE A BASE SURE AC 120-150 AT 120-150 PRIML TACK GRADE 5 GRADE 1 GRADE B BASE SURE TONS GAL.DESCRIPTION LT. �D. I HT. LT.I E�U. Wl LT. I MED.. HF. LT. i MED. I PT. I LT. I MED. I RT. LT. I MEL. _ RT. LT. I MED. I RT. REMARKS STA. 9+70.0 TO STA. 10+26.7 103.1 39.8 15.9 2.4 6.7 0.2 12.4 W. BABCOCK STA. 9+77.3 TO STA. 10+27.3 90.9 35.1 14.0 21 0 9 0_I 10.9 W. BABCOCK STq /D+07.G TO /2+fo8 GS.8 _ S/DEWgLK Bf7SE STA. 12+I8.8 TO STA. 12+56.3 30.5 ILB 4.7 0.7 0.3 0.1 3.7 __ _ _ 47. MAIN STREET SUB T T L 133.6 GS.B _ 0.9 S. 3 ./ 2 . /4.0 3•/ 2. 7.0_ 0.9 0.3 _O./_ 16./ /O.9 _ 4LHNE STA. +43.2 TO TA. + 2 9 9.2 3 7 0.6 0 2 J. W. MAIN STREET STA. 13+44.0 TO STA. 13+76.5 23,7 9.2 3.7 G.S 0.2 0.1 2.9 W. MAIN STREET STA. 13+58.5 TO STA. 16+38.4 283.5 109.4 43.6 6.6 7 F 0.4 341 STA. 13+73.0 TO STA. 14+07.5 30.6 0.' W. MAIN STREE'1 STA. 20+72.4 to STA. 26+63.4 630 243.2 STA. 23+33.3 TO STA. 24+43.0 127.G - �v.t� 0.2 15.3 W. BEALL STREET S'I?•.. 23+35.3 TO STA. 24+45.8 43.1 I_ 0.2 W. BEALL STREET STREET WIDENS STREET WIDENS '1'i; STA. 3E+60.2 288.:_. I 1 .... 6.7 STA. 35+97.2 TO STA. 36+60.2 35.6 13.' 0.8 -.a - STREET NARROW: STA. 35+97.4 TO STA. 36+60.2 35.5 - - - STREET NARROYJS STA. 10+07.6 TO STA. 36+60 794.8 SIDEWALK ASE Sly 7-07-.9 /86.3 1997.2 1 20/,7 1 7/9 14640 1 7781288 1 186.7 1 3/ 2 1 27.9 14 7 /.9 f 12.0 1 O. 09 1 0.5 Z3�10, . L N DURSTON ROAD 36+90 all 6 402 2t9.6 21 6 1B 0 2 1751 INCLUDES THE WEIGHT OF THE BITUMINOU° MATERIAL SURFACING TONS AGGREGATE BITUMINOUS MATERIAL AGG/7EG.V7E LRUSHED PLANT MIX TONS G<•�LONS REMARf�S BASE PLANT MIX TONS PRIME NET TYPE A BASE SURFACE AC120-150 AC120-1E TACK A41AI, AL GRADE 5 GRADE I GRADE BASE SURFACE MC-70 SS-I F/LL ee 19TH STREET 9070.0 TO/.Z+6B.8 29B.8 /454.0 S//.8 2LJ4.7 30.8 /3.4 Z./ 27 /0 7 4 O IE $I 290.3 86.7 34-G SZ 79 O'4 27 2� 57 CONT/NGENCYE4CFNE 87 Z 29.9 /Z.0 1.6 /.l O. SUB TOTAL /B3/.5 628.4 2S/.3 323 22.4 2,5 /67 /3.5 4LlJNE SUS TOTAL /3+S4.4 TO 24+44.4 - /090.0 S/60/ 1633.9 6540 98.1 411.5 6.5 S08 343 24+44.4 TO 3s9SB //.S/4 80068 Z7/2.7 /084.6 /6Z 3 70.2 /04 645 S70 35,95.8 TO 36,60 64.4 3049 36.5 38,6 51.6 2.5 0.4 30 0.0 3196.4 /0/6.4 SZS 2 S6.4 33,7 3.9 36G Z 3./ A00 SURF --2 LANE 833 4 273 //S/ /6.2 74 5..8 S% CONTiNGEA/CY-2 LNNE SU8 TOTAL /730L6 5732.5 24/75 340a /56.3 2/.2, /749 /22•2 2 LANE^-SUB TOTAL TOTALS: /9333.1 6360.9 2668.9 1378.6 /78.7 23.7 1 1336 /35.7 PROJECT STATE PROJECT NO. SHEET N0. SUMMARY MONTANA M-1201 (3) 7 COR5 6 7-TER S/DEW/94k ( CON C.) (STD. D W GI S. NO. 65 B 6 6) BUILD BUILD BUILD MONUMENTS (SEE DETAIL SHEET N0.10) CURB NEW REMOVE 4"THICK 6" THICK 4" THICK STATIONS REMOVE CURB & GUTTER CONCRETE CONCRETE CONCRETE CONCRETE REMARK`; ADJUST (L.F) SIDEWALK SIDEWALK SIDEWALK MEDIAN STATIONS EXISTING NEW REMARKS *** #* (S.Y.) (S.Y.) (S.Y.) (S.Y.) EA. EA. /9TN ST,2EET LT. RT LT. MED. RT. LT. RT. LT. RT LT. RT. 4 LANE /9 rff STREET 9TA /O*/20TOSTA /2f6c47 44.3 74,f ZBJ.7 ZS3lo 27. 272.0 �9 STA /04-00 .55As'7- // CO NE -4L NE STA /3+58.5 T S O TA.23E-34. .3 60.7 60.0 /03?la / 5.2 / S 29 4 222 0 7. 7 7 76' / -17A 23,,38 /2.SLT /G caPM .STA TO-17A.3G�5"6.4 20.7 20.7 /3037 Z47S/ /Z98Z /9. 347.G -514�4.0 2 L.9A/E .STA 23-G7 I �-t BEALL 0/97-1I roTaL s: 2338.3 4340.3 23¢�.7 33/D,/ s 3 szg./ STA. 3G•75 /25LT sECT Or�iYER /Vo r A NOT A SUB r0 rqL 3 Z L qNE B/O /TEM MED/R/V CURB 9340.3 B/O /TE•M SQUARE YARD PRICE GFOg,RCSIIMDpEgWALK SHALL INCLUDE TOTAL ¢ STD. CURB 52 �3 GRAVEL SI AL LRELATED ITEMSCTING SUBBASE n/orE TOPSOIL SALVAGING B PLACING 31F /S//VCL uOED/N STREET-Ic.4iG4T/O.V r/.S'-5,ma N HERE FOR/NFORMAT/ON ONL K STATION CUBIC 3kME SEE STANOAROORAW/NG /U°. 6G FROM TO YARDS REMARKS M JN* SEE OETA/L 6W ET No. -4 /O/SO 1 /2/60 //2. D% s sue ro T.9L /3 t/ Z SEEDING (SEE SEEDING PROVISIONS) 011IR 3vA4o, OURS ON D. STATION SODDING ACRES POUNDS TONS //OU,PS 2t/0 8t00 3j9 VEGETATIVE 60,V01770,v REMARKS f 20% /S74 FROM TO SQ.YDS. AREA NO, I AREA NO.2 SEED FERT. MULCH SEEO.BEO /O*SO /2 t60 O.Z// 34 /Z7 4 LANE sus TOTAL 944.6 z Lq&6E /3 t/5 23*40 O.373 4i;0 zZ4 23+ 72 3,-' ,'*7 Z- 23 /O ¢ +72 36 t47 ZG7 //.Z Zlo.7 H/+/SEEDinG IAv OURS 7- A/ROAD /OEN77AC A4EA 2 f/O 8,400 0.6151� /.O 3.B /lo fCYJ Z/�/O O./% Z� //•8 H/6HWAY TR 4FF/C MARK/q/GS /TEM LANE 4 L 9UE UNiT SUB TOTAL ZB.7 99.4 2 2 z 1911/E NTEK/M UTE,P/M 4`W11/TE GLfST/C 6B99 27S L.F TOTAL /.4Z3 Z/o7 3z/ //Z/ 3 °O9 8' '' 3334 /067 L F 24 " " /S/ /S 7 L.F 4" YELLOW-LAST/C 4589 440 LF WATERMAIN ADJUSTMENT FIRE HYDRANT ADJUSTMENT WOROSlSYn+B-oaysr/L 2/5 - 64 S.F STA, REMARKS STA DIST.FROM REMARKS CURB R.9AVT-YELLOW 80 S 6vL Z3f7B L/SO.S'S/NC U/VDE P JTO/PM ZW4//V WN/TE PA/VT 59 2 17 GFL GUARD RAIL AT BEALL-/2' CAST/,PON Z��9Z 6/J 4T" NE.Cn4Jf/EffBF L /9T!/ �3f'OZ ART. YELLOW Gq/,VT -- /B ^- 2 6AL 3 i STATION REMOVE REMARKS 4'T W020Sl SYMBPCS�RF/NT -�- 3 -�- / G,9L S /40. B//CE wO.ees< FROM TO LF �o�SG 6'SgT S.E.Q,'}YNE.4GY/fTSTlJ/V�iO. SYMBOLS- -L.9ST/c /O ^- -- --- uviTS 3,88 /4 t/4 52 SALVAGE TO STATE 77JTAG �v Hlt/Y. OEPT. 23*35 S8 SALVAGE TO C/Ty WATER SERVICE CROSSING ADJ. MISCELLRIVE0115 BID ITEMS OFBOZ£MAN SAL/AGE TO C/TY STA REMARKS 6,5.11*/3/60 TO/3/76 I?C"01/E { RELOCTE u.VDER6,P0L/d/O 24+00 S8 OF BOZE'MA/V /9f710 M/g7 i3SEl�l/CEIZJ CG�Y(/EY SPP/NKGEA' SYSTEM-SEE J-EC. OPO Y'S. TOTAL /� POCffET /Eq REMO YE r.PESET CU.PB S TOP f BOX Z G.9NE /E A .70✓Z/57- CL/.eB STOP BOX SUMMARY STATE PROJECT NUMBER Sh MONTANA I M-1201 (3) DRAINAGE STATIONING IS 7Z%44' IRR. CLASS II IRR. 12" CSP , 73".45 RCPA TS"145"RCPA CULVERT RCPA CONNECT NEW 12�� 48•CLASS ZJ END HE00/NG ggA,0o&f CURBINLET FIELD REMOVE REMOVE REMOVE �/L TER COA/ST2UCT/07V IRR 064 RCP OR 12"CSP TO �yJy.VNOLH MHT'L RIPRAP HEAD GATE /V/ATzelw4 F.9B,p/� CENTERLINE OF CSPA 138" LF CLASS III CLASS IV EXCAVATION TEE SECTION TREATMENT CZ 3s 2 BOX BCOVER INLET EXIST, PIPE EXIST. S.D, PIPE LF 12'RCP ISRCP I F LF LF NEW NORM ^RAIN EA CY CUBIC STRUCTURE C.Y. EA. YARDS 0 EA EA LF INLET EA CU YO. SQ YD. 12+cp CONNECTION I RT W/CONC.APRON B FLAT GRATE RT TYPE I SEE STD. DWG, N0. 53 9+8STO12+59 274 Gi0 400,0 24 Ll C;S"x40" 12+39 to 12+51 64 LF 12 RCP 2/ SUB- TOTAL 2 74 — �� S _ - c�37 400 O / 4 LAA/E 12+77 12 __ RT I RT /3f42 CPLG.BAND STA /3 f42 13+52 r 8, FIELD CONN. 14+00 CPLG.BAND B FIELD CCNN. 14+00 TO 16+00 2,1 1 736.9 312.0 1 LT,1 RT CONNECT TO MANHOLE NO 4 16+00 67 34.7 16+00 TO 20+40 1883.7 666.0 2041 51 26.4 1 CONNECTION IRT W/CONC. APRON & FLAT GRATE RT TYPE I SEE STD. DWG. NO.53 20+40 TO 21+00 235.2 - 21+00 1173''r45"' IS" 2.1 L.F. 48 R.CP RISER CLASS 11 MANHOLE NO. 3 I CONNECTION LT STA 23+25 LT MODIFIED 23+25 .. 33 '"' 1 CONNECTION RT 1 T•T, I w TYPE D INLET BOX 23+23 TO 24+17 75�D 94 L.F. 72"X44'CSAP 21+00 TO 27400 -.m' 20257 936 G 2.7 L.F.48"R.C.P 27+00 (73'K46"ia48" RISER CLASS THI'a110LE F2 604.7 27+00 TO 29+50 :9L.0 I CONNECTION LT 29+90 90 46.7 73"X45"�:__L";:11" I _ , I CONNECTION RT 29+50 TO 34+00 967 I 7C2.G 34400 !73"x4S")x48" 1 4 L.F.48"R.C.P. �Y1�110T Yl RISER CLASS II 34400 TO 35+93 472 9 I4`. I CONNECTION LT 35+93 9; d•'° 1 I T,I RT I CONNECTION RT 24 LF,12"CSP 1 L'P. RED CXISTING METAL HEM 3 6•S 2 /O.Q C.STE AND TiTRN(7JER.)1.7+PITF.11 35+93 TO 37+05 IZ 174.7 37+05 104DVE EXTSPING CYNC. STRIICPURE AND INSTALL NEW F.E.T.S. 36+60 TO 37+05 90.0 45 LF 7.'"X44" CSPA 37+05 TO 37+60 INSTALL ROCK RIPRA,P 3/./ 1556 TYPE 2, SE, DETAIL ON /S( SHEET II SU,$TOTAL zoo Z94 614 180- 30S 75/3./ 3 3439.4 /6S'6 9 / _ z 2 2 LRAle 31,1 /56 TO 7-AL 474 294 84 1 1 S 1800 305 18144.1 3 3839.4 /5.56, 9 STA. 9+60 INSTALL NEW METAL TRASH RACK ON EXISTING C.S.P.A. F.E.T..SEE DETAIL ON SHEET 11. '.1F FIELD CONNECTION SEE STD. DWG. NO.49 STA.10+11 INSTALL NEW "S.PA ECCENTRIC REAUCER TO # TRASH RACK DETAIL SEE SHEET NO. II CONNECT EXISTING 6S"140 C.S.PA. TO EW 72X44" CS.PA. PROTECT REDUCER W/FIELD CCgONNECTION A SEE STD. DWG. NO.54 FOR INLET BOX DETAIL ONLY SaN1CT EX INSTAy Z',,44'CS P A. PROTECT W/FIELD CONNECTION 9IE CC APRON B GRATE SHALL BE AS SHOWN ON SHFET 4 B NNECT EXISTINGA72"y 44 STA I6+10 RT ABANDON EXISTING 30"CSP IN PLACE AND PLUG t SEE STD. DWG. N0. 57 FOR TYPE 3 MANHOLE COVER, STA. 16+�1)O BUILD SPECIAL STRUCTURE, SEE DETAIL ON SHEET 10, ADJUSTING RING B CAST IRON RING b COVER. MANHOOLE�F 4. SEF SPEC.P.POV'S STATE PROJECT N0, SHEET NO MONTANA M-1201 (3) 9 /Y/AX/iYlUA9 50=0 BE71vEE.(/ ' I EXPX/NS/OR/ ✓O/�f/TS \ —PROPERTY LIME BAc/f OF CURB 0•/07 20'00" 1?- /5,00' /7'20' L 28./0 - T= 20.395 EXPgA1f57 ✓OIN /tlT � V `-- 5 W/OE COrUCRE7E � EXP4i1/S/Od/ ✓O/4/T- \IZ WHEEL CN.4/f7 RAM. __ COrV7R4- CT/O.0 457 /7- EXogNS/OIV ✓O/f? O CONT4ACT/O(/ JO/�tlT YELLOK/oA//1/TGYt/CURB ? F4lE Bg /mot//1/O Y/S//I/G CK OF CU,QB C �` AREAS LJ• /7 200D q=0" 5=0 9 D CONCRE7-E/dILET AP/�O/1/ A-- /E"'V WITH 6X6 W4.61XW4O L = �5-4 /NC/DENTAL TO CURB$4707-IT P T= Z.27 (�24141v7-1TY TYPICAL INTERSECTION DETAIL- BEALL STREET NORTH 19TH AVENUE SEE STD. DWG. Gq FOR RAMP DETAK.5 SCALE 1-4"�/=0-' M/A//MUyI TOP OF CURB. TOP QF 7pEl�G4LK 5 iYI/�t/ M/N CSPA. STUB CSP.,4. STUB MIN \ECTION .'/MIxIm/ 1UM _ - 6[/TTE4 L/if/E Sr pAKp CURB 4t/p _ SiYUN TOR A- SECT B-B I I I I O- 4/NG GASKETS 1 I i � OR RAM-NElf"TO CALF %z -FJLf _/ T/ I I I PRO!//OE W4TER- GNT EX/5 TING 65`A40"CSPA SEAL ALL ✓O/NTS i I N S t UNDER BABCOC/C 1 O d!! NEW 72`X44'CSPA N 4- i 1 'I M NEW 65 x4D"� I I IJI ► Il .tl /. SUF?FACE TEXTURE HE/CAMP SN,4LL BE � � (� CSPA � � � NOTE /vo sEPERATE ParnaENT W/LL BE T/-/AT OBTA/il/EO BY FfSE B4Q�M/NG, _ MAOEFo4ANY/TEM shoWNOR TF74NSl�E4SE TO E S E OF 77-/E,4AIW/7 CALLED FOR ON TN/S G1ETA/L. ALL Z, CARE SHALL BE KEd/ SSU4EA Ud//FDRiLI %"STEEL PLATE, CUT TO F MATER/AL EpU/PMENT ORLABOR GRADE DA/ THE qMP, FQE F SAGS AR/o SNOT '"`• Q 66 r40'CSP4 WELOs A #4 9" GRADE CNgVG \ REOU/RE D T COMGLETE P/PE GAL VAN/Z/NG BY FA /- EAC// WAY CONNECT/OHS SHALL BE/NCLUOED 3. /F f'liS-S/BLE, F�IJ/A/AGE ST4U ES .SNOT/Lp �pXG (/(/4OXYV�lO CA TOR /N THE PR/CE B/O FOR L.F P/PE NOT BE oLA p IN L//VE W/TN (y LCH4/p RyHPs A F/ELD CONNECT/ON Wf ERE E NG pf�A/UgGE PES AQE W W F CLa SS O-O CO/vCRETE Bt/G /ZED /.t/?NE it/El'Y Cb CT/OR/, CAST/RZ-5i1/ /il/L PsW.r t /o t/.�qr V,4,Pr ra rroio Exis r wo LE--r COrvCRETE / — S.P.A. ECCENTRIC REDUCER STA. I 0+1 4 77/E RMAL GUTTE4 L/UE Pf�OF/LE LL BE �� / -CA- MA/ A/d/Eo TNQOUGN THE AF�EA OF" MP, CONCF� /LLE7" '� Z-O' 6" 5 C SWALK Ad/p 570P L/UE ALL BE SO LG�ATEO AS TO STZ7P TT�gF 3=0" SEE S WG.NO S4 NOA�T OF F�AMO CKOS/it/GS, to t/D SLOPE SH.9LL EXCEEp /"III/ O f/ THE F�4MP 67i4 S/OEWgLK. SECTION C-C STATE PROJECT NO. SHEET NO WATE/P/Y/AA/ C,41f/4L G TE, O/ZEQUAL MONTANA M-1201 (3) 10 MODEL /t/e CAST/Rr/f//LIAUNDLE/�/l/G NON-R/S/NG STEM. 4AA/2 CO!/EP SEE STAUDA40 HA/✓O L✓NEEL COLLA{? TO /'/ DRl14w1A/45_Ala 56 BE MO(/A/TEO OA/ 777P OF SLAB. �/ P.QECAST COA/C/�ETE" Q %IWA/.S/OLE !7/A/GS CAST vsp MAA/NO R/A/G W #4s ZEACH GY"4 Y G" �AA/D COl/E.4 &/ SEE .VD/'4/4D pPAVI//A/G A/o, 56. v CEA/TEP OFSL4B GYEASEF/TT/N<i ZQ'a ACCESS NO /(/ Q #q�WELSG'/Z"' 0 16"ON EXISTING HYDRANT — 77JPOFSLAB. �� fl AUXILIARY VALVE ALL MATERIALS a LABOR NEEDED TO -r- --- INSTALL,RELOCATE OR ADJUST FIRE MUELLE l Y#9s G�/Z'"EACH GYAY Z4�ACCESS f1DLE HYDRANT SHALL BE INCLUDED IN THE / P/PE CEAITEP OF S B /t1 COA/CQETE SLAB KENNEDv K 423 OR ADJUSTABLE VALVE BOX PRICE BID FOR FIRE HYDRANT I N- STALLATION,RELOCATION OR G45'/ /f�OAJ M A/HOLE �TEF'S' x CAST/F�Ort//!�/AA//,/pLE STEFS" ADJUSTMENT SLEEVE 2' D" ADJUSTMENT. 0 L/FT vur SEE S TANDA D D/?AW/A.f�/Uo. SL5 4_ SEE 5'TAAIDAF�D DQAN//A/G t/o. 56 6 P THRE/lOEO —i4E4 G'/Z`F/ /ZOy7AG ---/Z rO P/PE F,grM/A/LET STEM WL TE - I #•'�1S__Z 4/ZaV7;27L a CURB 6GUTTER ELEI!8J.5 /N[ET � WRAPPED IN PLASTIC 2-4 MIL. 9" 'IF °° ° °v BASF ( o�° TELESCOPIC ADJUSTMENT V_ Zx/ " ° ,URSE CONCRETE ' FLANGED B MECHANICAL AGGREGATE 1/3 CY4.l4/f1Y F/LLE-T O u. °I° JOINT GATE VALVE #4s /ZI SECTION A-A CLASS F #9DOW_-7Z— Z 9 CONCRETE THRUST BLOCK POURED IN PLACE EXISTING PIPE /2 "',64Cf/ W4Y •. . CCESs f/OLE SECTION B-B GER/T�ROFS/�� SMITH-GLAIR OR DRESSER FLEXIBLE COUPLING BUILDERS PAPER �• B'K 30"X 4 PRECAST OR POURED IN PLACE CONCRETE SLAB F40rfi1/ULET A f � - I � i OUTLET + — --� CEA/TEFZG/A/E ZQ'� FIRE HYDRANT DETAIL —_ - ACCESsf/OL� RELOCATE OR ADJUST IN PLACE __ t BTN/CK COA/C/4ETE - - -- _� FL•7.93 SLAB 44X 'CS.A.o- II fG•.B.GG � I 9"77'P ALL AF�OU/UO I I , 1-4 7io- OLYMPIC NO. 5680 WITH SMOOTH LID B OR EQUAL MONUMENT BOX --I jlFt• .20 II LAN --_— S �/ZOQ/QE F�O�/N�r STREET PAVING Lo IRRIGATIO STRUCTURE DETAILS N+ y�•••:.fix': x � ,.`- PLANT MIX SURFACE STA.,36!/90 'LTONOU/PSTDV/PD. 9"TYo/C4La:¢:a"'d B". �9A7�ER/AL L/ST }— — p_.� �' A PLANT MIX BASE C 9S /,fv4 P/✓Ar C'olEP /A 5"9.. 0 i 0 as *— 6, CL S 00 COrVC. 33C.Y "� c o.- 2 LAYERS HEAVY CARDBOARD A MATERIALS& LABOR NEEDED TO INSTALL PLAN OVER EXCAVATION To BE CUT I IGATION STRUCTURE SHALL BE INCLI) En IN SCALE%z =/D c' d'. ° B REMOVED BEFORE MONUMENT PRICEHE 31D FOR CONCRETE CLASS D-D IN ° 6 INSTALLATION PLACE, MANHOLE DETAIL STA. 16+00 0 °:a —cRusHED BASE COURSE F Z :'p '• _ 2"DRAIN PIPE TO 0.5-LE MATER/AL L/9T "� •' •p A GRAVEL BASE h9YDH/s/E£L /Eid CL.4ff5 OO G°D/YC Y 2 C Y. p �;a°o: : 3"BRASS CAP SET Ci`MGYJNT/yG//.9.Po�(Go.FL`/E.! a ALL MATERIALS 8 LABOR NEEDED TO INSTALL FIEBAR 390 `� SET FROM AST/RON R/N6 ECDYEq /E4. x. REFERENCE POINTS CANAL GATE SHALL BE INCLUDED IN PRICE BID C -'e�: a'. o FOR CANAL GATE IN PLACE. 'ol..: CONCRETE BASE O G '-4 4"CO✓C. �4/SEft RirY6S /E4 4 4 �_.. gApLELCMpA�TERIIALHS �& LABOR NEEDEDTO INSTALL `•"d. EXCAVATION FOR CONCRETE BASE- CLUDED IN THEOPRICETBIDTfOR SPEC/A� S/b•V M/4A/NOGE 8"MIN. MONUMENT BOX STATE PROJECT NO. SHEE- MONTANA M-1201 (3) 11 TRASH RACK 3" 3 LZXZX.3/B" STEEL BARS SHALL BE INSTALLED AS SHOWN AND SHALL BE THE SIZE SHOW BAR LENGTH SHALL BE DETERMINED BY THE FABRICATOR IN ORDER TO FIT BA4 ZX3/B THE F.E.T.S. SPECIFIED. ALL MATERIAL AND LABOR REQUIRED FOR FABRICATI 1Z" t/E�T/CAL S!/�oOf�T' AND INSTALLATION SHALL BE INCLUDED IN THE PRICE BID FOR TRASH LZXZX3/B RACK, IN PLACE. BAR/Xz'X 3/B"" TO MATCH T�f�itil/NAL 10,9147 z'X 3/8 I/EF�T"/CAL SU�aOf�TS BETW& Al BAFT BA.� Z"X 3/6"!TOLL TO � B�7-1 I/EEN B,4R'= F�LACE MATCH TOPOF-72")r44""' —LZXZX3/8"' MTDIY�IY BE77vEE(/ SACS' C — 3 3 Z%4 ANGLE AT E i/� { 17-1-1�/® BOLTS BAR iVlU�AitlP_ .YYfISNER ' LZ XZX /B'" BOLT TO TElTM//UAL SEC7/Orl/ L Z'XZ'X 3/B" W/TN 5/B'm BOLTS, /t/UTS --- BAf� //z"X 3/B" RCPA TEF�M/R/9L Eit/O LZ XZ'X 3/B" SK7-/OAJ GROUT CONNECTION 3"" /D �B4CESG�/z ✓Dr0'" B", SIDE VIEW BREAK END OF CONNECTING 12" RCP PIPE AS SHOWN LINE FROM INLET FRONT VIEW SCALE 7zx44 "csoA. n N BREAK OPENING IN NEW L Z XZX 3/B TYP/CAL 'X9s" RCR4 y V �LZXZ'X3/B" _ VN A _ A Q Q �N�� BARz"x3/B'"LENG-�H CONNECTION TO NEW RCPA DETAIL VIEW C / \ TE M/ii/AL E/VO 3/6 TYP/C9G � \ SEC770ri/ _ _ ANl�A.4�lyA \ BAR Z X�/g"'ROLLEL7 TO MATCH FTA�/G�� 0 72"r49" "CS.F.A. - 1 7x4s'RCPA SECTION A-A ` 72'-x44"'c:: °i OR BEDDING MATERIAL B N 72r.44 ",SPA PLAN LZXZX3/B" PIPE BEDDING DETAIL NO SCALE JBAFT Z'X3/B —R opE 2• CONST,pUCT/Od/f'rpB.P/C - E/�OS/ON GO.VT,POG ST/F�-Eil/EF� BETWEEN 3'�[.Oss Z EA. BAf� --LZXZX3/B " P/P RAP /s:5-c, Y -6"F/LTEP.M,9TER/9L s/B BOL7r !�Y/TH BAf�/Xz X-Ole""7YP/C.4L �Ait/DAf�O IiYA�f lEF;J"AiUO VIEW B TE4/J//UAL Ei/O SEAT/Ort/ RIP RAP BANK PROTECTION FARMERS CANAL SECTION B-B STA.37;4G TO 37f�� 0 STATE PROJECT N0. SHEE IMONTANA M-1201 (8) 1: o Irisr Z I I aP/W X II 1 I > PA y AREA N 5 v PAKK/N QQ t9 1 yv� - - _wao _ �_ 19th.AVE. -- - FARMERJ CANAL -� F- --. -- ——— ———Ij}p�;1L - - --- - .. 1 III II E --- 19th. AVE. _ ALGA. /ST N III: I I I R. „w h I I II I 1Q III 11 ✓; :w ^ Ny< x 3•a W,w 1 I I I 1 I1 1W. Q 11� \� I I II 3 i`I L a �1 if MV ARr T Y l VV` C '1('I:�I Q I F II ;\ J �,. ,, P4✓E!J PA+¢K/.vy NOUSE "C I, HIKD Att iN9 A[Ea `+ V \` AAMA 4w 1,4 x 1l`^I "! � \ 1 ` � V� V Y Y V � D � � �Q O � \� � � V� � \Q 6/L[/d Fp3 • O� `' �� h l0� h w �* ': �� a w fly JA � 3 ND ND A � #� 'V v a �-N „� „ Z ��1� u v . p� �� /8t2/35rr�3s1t00 hh �a m .J��tl� W W ���p Zv �` �� m�v N �o Q v o Gov M`'o �k�O�m `��� �g�' �N�JU Q g , MW ��D �Q� ash �W 0�9�C A�vo�cr� �RO�rpA,4E h `^ti Ih �� �w `\o ►� o��o� o o ' oti: o �Wo '^ �o �v� W OU a) V1�aV �! I ��Q 1� Q b Y j� j 1�0 Y1Q�Q Q�IOW V41 O V� �1� 0 r v� �V 7f�E 54ME, STAT/OitlS /1r/ ��Q N' mwNQ��Q o Qua Q Q�.1 `•9�� wp� ���� �D:t NVah. AYEo�zz/ � sr,�rjO.riiit/�. 'R D �kQ k a s 0 b �. 'Z D b iV Q W �c H ors/ sryT�o vs 4,�E Acr Q�, W R� h '��C 0 QW�v o Q Q�� Q�2 � aQ2 I�.i.E �� Q��� Qi? 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SHEET NO O MONTANA M-1201(3) 17 w R5E T2S N— U U Q W W W �IN V Q j Q 1 � t O NouJE . STON ROA PT — _I NBB17 _ _ �— __lac.' • � W� 'S3'38 E � r cli y M 30. EX R/K' � 4 I � •rw � 9 1 HO t�u Q MOUJE I � %% 1 i N u3E W �i�■� � I I / N � Z V / � Q 47J0 ch 8 — = 85 4780 a - — — — 4770 7 6 5 4 2 I p PLATE I—PUN—PROFILE a. ...e. STATE I PROJECT NUMBER SHEET NO. SUMMARY MONTANA M_ ,pp, (g) g_, SIGNING & DELINEATION QUANTITIES ITEM MATERIAL 4 - LANE 2- LANE TOTAL UNIT NUMBER SIGNS - SHEET ALUMINUM -REFLECTIVE SHEETING(A) SQ. FOOT SIGNS - SHEET ALUMINUM - REFLECTIVE SHEETING(B) 18. 2 116.4 134.6 SQ. FOOT INDEX SIGNS - ALUMINUM SHEET INCREMENT SQ. FOOT OVERLAY -SHEET ALUMINUM SQ. FOOT POSTS - STEEL U POUNDS POSTS - METAL U DELINEATOR LINEAL FT. POLES - TREATED TIMBER - BARN -3° TOP 0 12 12 LINEAL FT. POLES - TREATED TIMBER - BARN -4° TOP 0 12 12 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 406 1524 1930 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 - FLEXIBLE 4 4 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 B- ( 1) 8 8 LINEAL FT. REMOVE SIGNS 6 6 12 EACH RESET SIGNS EACH PREPARED BY: TRAFFIC UNIT DRAWN BY: CHECKED BY STATE I PROJECT NUMBER SHEET NO. r w s Y < c MONTANA M-1201 (3) S-2 Y 4 w aQ u u„ 3 p `^ 1 d�prl� N b, �bbB Q0 00 1Jnb1S 9k QI .0 �yy gyp �q ryy " S S dp vi 1,.9 1 w e L L a dpl U ..s dpl w „a dp1 I'L,L^ V/ NS S/ Q -anti K,1 Hy. ��1j3jyS p I N O q00 o N N o mO° N O Q 0 M O M V 0 O 0 4,. p 0 O O p 0900 p a 4 I Ill N In I N 0 Nv,� m U npr z 0 p O O LO p O V O O v O O 0 4 4 0 Q Q Q a M m m . i� M Hl M q� 111 kr k1 k1 I(� M N1 M Nl M, N J ' " � 9Hr�HnoH v o p o 'o o a o o ° o o Q O O o 0 z9 Z3 ,4 Y � O O °a O O �0 S "r t` n V1 Ch /z (0 Od `o N 9d _ Jbas1 Ne d NE ti� N�N0. N d ivq wd y'1 ca iaS yJ� IN d 4 N N� N� N� � ' lT €y� tVd NE N6: CL Sp bb3�J 6 :mr� d h Q h ) ¢ N Q Nff11Q hQ� Q v)QQ Vl Q1 Y1 InQQ V(l1Q N Q J1rC N Q. th1 h G h x e O v ip " h� ~ S W NT •ry' 1 nl el� ffi N� S `Q NI NS S� Nti �y $ ~ In In N Nu" N N N =w4 W 1V r. J •Q y +µ N q 0�. Mkt pp �t� .� '�" (} :N'q pp off nl N oc yr v "� N N N ' ►� In N N "�N N N N N N N N -U"+ b O 22 _ w+ Y W uj p wm� W M ;-� - _ q ~ w_ _ Hss 3 v> w ;, �po3 0 3 ' s33� 3� 22 z= ; m - -fro 'p w= W z w- Z Y o W... wv� w 9M GiN GM „ W- =='�rzbli� Ky H unC�y Y, L,f� --bc EfL�. eiL'. i_ zan2 _ �ot 2� be a; v ge�1 Zic ZC ZD� z of p�OC Z�3z�3 N 2rC zGC ZPC z o ese' Zk �GN Zfa£ �� dnb _ �q A Hp1b1s I u' F o t F N 1 o F s F ° F r F �[ t , zON F S) I F Q {,q9� k v Q DRAWN BY U. zO SY SN ZN + =n w� WS W , = v(, s �_ s� ri+ wN W� � . w { ��+ W+ og°oi��n + i��� + + _+ �i+ �+ 0+ { x+ lL+ iQ � a 10 s t s• W N s. + n �* v W W N lu N1 � �T CHECKED BY: J V' CL- O,L._ K.- M_ J N J N J T N - pt ^� �L- K- J d" 1� J T DL J OC J N d i9-N 4 LANE 2- LANE STATE I PROJECT NUMBER SHEET NO. MONTANA M-1201 (3) S-3 II NO TE AL L CURB FACES SHAL L BE P4//VIED, YELLOW, EXCEPT AL OA16 THE P,4RA-1N6 LANES FROM STA 24�Sd TO 35f74 4/C�S/T 1Z y r2' 8 i I rt i AND FROM ST.4 24-,66 7035'87LEF7 g'/✓.U/TE TO/D0'94CK I FA?OM -rOPBAR 2¢"YELL0I✓l7lPlTO/00 BACA,,c,OM STOO BA P Iz Q 8"1G1//TETDGO'B<1L 0� I; FROM sroo BA',P PC- Q C, 2 � J ti 24'bf/N/TE STOP B.4R @INTERSEC TIONS WOUTH 19th AVE. .S/(W ORS/GNV wHl �(Y ARE L0C4TE0 4"SPACE VQ�N i 9"W11ITE (TYP) zo � 2 9' YELLOW (TkP) / 8 - - - - ^ r- /OD�TMR— TP 1¢O'Tti'P. - a' NORTH 19 th N g" WNITE (TkP)- avE. 4'rYO -- 15ED MEDIAN 8'WIDE. CQ055WALIC ftkf - -- � s" WHITE (TAP) �s. -_-_- - .4-YF1LowPLA5T/C-3' NORTH 19th AVE. e' WHITE (Tip) _ W FROM FACE OFCURS 29"WNITE (TtP� _-_ Cyr RAINED MEDIAA! '5TOP CARS 6"WNrrECTYP) ?G \ Z-4"WHITE CTYP.) 4"YELLOW FI:OST/C-3" � �aTfP FROMF.GCEOFCUPB 4" SPACE ; 8"lYN/TE (T YP. 9'Wl IS'SPACING FACE PA NT/NGCUKB 11' IZ' l2 9 9 Z. IZ i a'N//�/TET040 940t' STRIPING DETAIL FOR NORTH 19th AVENUE Z-4" iEILOW (TAP.) - - FPGIM.S72AfAP AND WEST BEALL STREET TO 100'BACK FROM r —e•'/Yf//TE-/DO'CON6 TYP. STOP BAR - SCALE I"=30' STRIPING DETAIL FOR 19th AVENUE AND WEST MAIN ST SIGNPOST FOUNDAr/ON SCEEI�E = 5CALE': 1" '50' LgLlxgN/ZED STEEL P/�-SIZE ¢' TO ALLOWkd"CLEA,PANCE bQ co ;4R0�O SIGN MDUrVT/NG B"WHITE(Ty,-) V Q INSTALL 4 MITE (NP) B.41-WN/ZED TAPPEO N ,a Nary f BOLTS Z N 0 MELD/NB ROD R/B TO F. HOLO //✓10 CONCRETE o N \ v r 140'T4P. __ 20710 /OD' T P.A p --S/OEi,4LKTN/S /S A 7?'P/C,IL UNiT fog- WHITE (TYP) BIKE LANE P/✓ENENT MACK/N4s. THE LE4EN0 ^ENO" M.(i' BE3U43T/TIfYEO -OR rHE AAROW NORTH 19th AVE. STOP BAR ON ANSIGN POST FOUNDATION SLEEVE 5CALE:I-= k(Y 4"WHIT£(TYP) n 2 NOTETA/L',PE!✓/[LdE/YD.SEPAeA7Z-e2;WPZNSAT/ON `,9"WHITE(TYP) m MADE l P s/G/V"DST FOUNDAT/GW SLEEYE.S, BOLTS,!✓ELD/N6,OR/NSTAGG AT/ON ALL COSTS //V!/OLUED//V A472!P/.4LS,CaVST.P(/CT/ONANO STRIPING DETAIL FOR NORTH 19th AVENUE /NSTALLAT/ON OF Tl/E.SE SZZE40-S-WALL AND DURSTON ROAD BEIY"e6ED !✓/T// THE COST DFT!/E f SgU,4RE YARD PRICE OF CONCRETE SCALE , F-30' S/DEWAL/Y BIKE LANE MARKINGS REUSE EX/5T/NG M/-B(30�iTJ I I-11EW D-3 STATE PROJECT NO. SHEET NO /NEW M6-1 NEW I NO 191h AVE. U5E LAP MOUNTED O 3�O} et1y W '99=b1 RDE-M3D'Us7E-/E)�ifluW I ,t U5EW11KD"EDL`�3 (T5y1(4PBk") WEuA110EH(11' a MO NTANA M-1201 S-4 O f ® REUhE CIh � . ) W/LETTEKW N Zk in0b3ai 0 � z p W Q M4 NI039 p EXnUG 51U1 0 �E p KEMDED A1D �ELOCAIED /NEW +p STA /BfBo p !NEWM F W-,IDE OF THE R/N pE R3-// STA. 22480 Ek79 W W Q QK�W m co 2-4„WHITE 4` TE ry z SO. 19th AVE. � � I "' c3 .0 r KEMwEt 51IW6L r,lW v ----- -----' - — - __ 1 -- i �. n IJ 0 N ETELI-S NCBD S0. 19th AVE S. EMoJE o N Y MI-4 !f U) EXIbTlkj4Z1-1 .4 Ut)f CAP NEW 51f1(rLE o1C.►1 I t EMWE EXISCIPI(a P NEW K2.1(75) \ RI-1 WD D'S's t►EEp m M 6-4 EPLl1 WITH ` L,N11T 150 F1 FROM W MAIni /NEW I Q LETfE 61D 3 b[Jh{61DES 458 R,EUSEEx/S7�itG O R3-//STA./8-80 -SEW �(Y`t'P ILAL) 44/-B IIJEW D'3 /NEW M6-/ r m - ~ e a 1z, i J I 8+00 W SO. 19th AVE. O I z m F TEA1,91A16 C0 V5 Z_7A0l 0/_ �r: W U I _ � I m m �, PE/VD/NG COMPLET/ON OF r m 3 ai I_MEW n Z 2 NE w E/VG//VEER/NG ST!/D Y Z 7� J ti I D 3 I e'7-9 LO CATE dQ'J'FRO M EKXh II7 TIU/a 3 /NE W R3/O ZQ II /NEW R3- STA./4-/B ASP PN A.9L!'ETMSE'NNATL ML,9.4K/NHS/N,gRE.9S OF NE-�t/ 3R/Z M4 BEGIN KEUSE. 2 I _: a� NORTH _ 2Oth AVE to NOTE. 3E0M/L /NLAJD TAE_, & PLAST/C CROSS/NG NOTEE /NTERl_ECT/OV ,y 7_/ ALL DETA/L FOR CRO k sPEGEsfST4EETMAR�/ W m m NEW//-/P D/HNS/OV W//_/ � I I II 4"DOUBLE YELLOW I W/4'SPACE - - O NEW O 0 I I O p O M 7-/ REUSE D//N noa 3�i R1 1 FLEXIBLE LaUIDf 5 TEMPOR.9RY/NSTALLAT/ON� M F05T Ul M4-// NI939 I I FLEXIBLE 601DE POST W/AM?,tC 3 DIA. tir "� li A /NEW PENO/NG COMPIET/ON OF /NTEW R3-/ W/AMBER 3"DM. 4 uJ .3 M �r�, R3-// STA.30420 ENG/VEER/NG STUDY I pELWEAT02 GKi51AL w~ < e` ��tiy I NEW PY.-1 (25) i I DELINEATOR CRYSTAL N J ® =v aQ' •C J?_I 190 FT GKDM 1)ueSTou K/w Fan�� �0 ® o�v R/W I 5+0 0 AR-1 I z&--w - --- --- - - —- - --_' - - - - ---- ---- - ---- f tSAREI0 D) TYPE R7--9 J o --t- - ------- - a -- o -- — �-- I /W/ W/-7 t W W N Z M NOR i - N _ NW .4 R 3E STA.26+70-- - 3'FROM FACEOFGURBY h i I Z U) / IO W ��' p /NEW jw�- 10 � a® A O R3-// STA.30s20 � {NEW I I~I J USE GAP MOu1JTED Q I I-ii ^y� N NO. 19th AVE. W SINGLE SIGN EALN a m � W/LE'CTEKIMCT P�TN J 7 W H � IO w hr I KEUSE SIDES (TYPI(AL) NOTE:ALL CUPB F4CE5 5h4LL OE PWNTED g J x ~a YELZOW EXcEPT/�LONG Tf/£Ps'RH./NG It • o `n W K p-3 w LANES FROM ST.4.24><33 Ta ST4.?Sf74 R/a//T d _ �o REUSt p 3 ANO STA 24466 TO STA 95t87LIFT 4 `t EXISTItSU I II N, R, 1 I_ J N`0 � NEW - W/// g E 51LiAl uEAE IA I Z+OO 51WI BIKE V!/LETTERIAIC� PJUTI-{ RING 0 LOCATE 300 FROM ti CRO55/NG STATE PROJECT NUMBER SHEI MONTANA M 1201 (3) E- ELECTR.ICAL QUANTITY SUMMARY 001050000 O. MATERIAL -L N - AL L RURAL URBAN RURAL URBAN RURAL URBAN TOTAL UNIT 0 CLASS D CONCRETE 11,7 CONDUIT STEEL I IN. RIGID 11.7 CU. YDS4520 4520 LIN. FT. 1 CONDUIT STEEL I-I/2 IN. RIGID1 CONDUIT STEEL 2 IN. RIGID LIN. FT490 490 LIN. FT.1 CONDUIT STEEL 3 IN. RIGID 150 CONDUIT PL ASTtC I IN, 15 LIN. FT. 851101004 CONDUIT PLASTIC I IN. CONC. ENCASED LIN.FT 851101500 CONDUIT PLASTIC I-I/2 IN_ LIN. FT. 851102 004 CONDUIT PLASTIC 2 IN. CONC. ENCASED LIN. FT. LIN.FT 853010001 PULL BOX METAL TYPE 1 853200001 PULL BOX CONCRETE TYPE I EACH 833200002 PULL BOX CONCRETE TYPE 2 5 5 EACH EACH 871000080 ELECTRICAL INSTALLAE OUSE E ACN 871091409 CABLE COPPER 9AWG 1 871091412 CABLE COPPER 12AWG1S LIN. FT. 871100602 CABLE COPPER 2AWGLIN. FT871101002 CABLE COPPER 2AWG LIN. FT. 871 101202 CABLE COPPER 2 AWG LIN. FT. 871101402 CABLE COPPER 2AWG 14-600V LIN. FT. 871101403 CABLE COPPER 3AWG14 -660V LIN. FT. 871101409 CABLE COPPER 9AWG14-600V LIN, FT 871101416 CABLE COPPER 16 AWG14-60OV LIN. FT. 560 560 LIN. FT. , 871120402 CABLE ALUM. ACSR 2AWG-600V LIN. FT. 871200200 CONDUCTOR COPPER AWG 2 -600 V 871200400 CONDUCTOR COPPER AWG 4-600 V 800 800 LIN. FT.00 LIN. FT 871200600 CONDUCTOR COPPER AWG 6-600V 871200800 CONDUCTOR COPPER AWG 8-600V 945 871201000 CONDUCTOR C LIN. FT. 4 9380 9380 LIN. FT OPPER AWG 10-600V 1630 8712200O CONDUCTOR ACSR AWG 4-BARE 1830 LIN. FT. 871600001 FIXTURES FLUORESCENT I TUBE LIN. FT 871600002 FIXTURES FLUORESCENT 2 TUBE EACH 872202904 SIGNAL STANDARD TYPE 2-A-900-4 EACH 872202907 SIGNAL STANDARD TYPE 2-A-900-7 EACH 1 872203094 SIGNAL STANDARD TYPE 3-A-9pp-4 I EACH 872203207 SIGNAL STANDARD TYPE 3-A-2000-7 EACH 1 871301051 STANDARD STEEL TYPE 10-A-S00-I -- 1 EACH 871301052 STANDARD STEEL TYPE 10-A-500-2 EACH 871301053 STANDARD STEEL TYPE 10-A-500-3 EACH 871301055 STANDARD STEEL TYPE 10-A-500-5 6 EACH 8 6 EACH71301056 STANDARD STEEL TYPE 10-A-500-6 6 871301141 STANDARD STEEL TYPE 10-A-1400-I 6 EACH 871301161 STANDARD STEEL TYPE 10-A-1600-I EACH 871 3 114 01 STANDARD ALUMINUM TYPE 10-A-400-I EACH t EACH 871320040 CONTROLLER CABINET PEDESTAL TYPE D - 871340002 GUY B ANCHOR ASSEMBLY NO. 2 I EACH EACH 871340010 OVERHEAD GUY ASSEMBLY 871360040 LIGHTING BRACKET 4 FT. EACH 871360060 LIGHTING BRACKET 6 FT --- EACH 871360100 LIGHTING BRACKET 10 FT. - EACH 871360120 LIGHTING BRACKET 12 FT. EACH EACH 871400400 LUMINAIRE ASSEMBLY - 400 W MERC. VAPOR 871401000 LUMINAIRE ASSEMBLY- 1000 W MERC. VAPOR EACH 871410400 LUMINAIRE ASSEMBLY-400 W SODIUM VAPOR EACH 871500010 ELECTRICAL SERVICE ASSEMBLY TYPE A 4 14 EACH 871500020 ELECTRICAL SERVICE ASSEMBLY TYPE 8 EACH EACH 871520201 SERVICE B CONTROL ASSEMBLY - 20 AMP I 871520301 SERVICE B CONTROL ASSEMBLY- 30 AMP EACH 871520601 SERVICE B CONTROL ASSEMBLY-60 AMP EACH 87t540010 PHOTO-ELECTRIC CONTROL 2 EACH 8720131/0 TRAFFIC SIGNAL 3 COLOR I WAY 8-8-8 W/BP 2 EACH 6 6 EACH 872013110 TRAFFIC SIGNAL 3 COLOR I WAY 12-8-8 W/BP q 872014125 TRAFFIC SIGNAL 5 COLOR I WAY 12-8'-8�-12°W/BP 4 EACH 872020010 PEDESTRIAN SIGNAL TYPE I 2 2 EACH 872020020 PEDESTRIAN SIGNAL TYPE 8 2 EACH 872090060 ADVANCE FLASHING BEACON 8 EACH 871700250 SIGN FIXTURE ASSEMBLY MERC. VAPOR 250 W. EACH 8721lOO20 CONTROLLER SS TRAFFIC ACTUATED TYPE 2 EACH 872110021 CONTROLLER SS TRAFFIC ACTUATED TYPE 2A EACH 872110041 CONTROLL R SS TRAFFIC ACTUATED TYPE 4A EACH 872110031 CONTROLLER I EACH SS TRAFFIC ACTUATED TYPE 3A ' 872120261 CONTROLLER PRE-TIMED TYPE 26 EACH 872120271 CONTROLLER PRE-TIMED TYPE 27 EACH 872420000 REMOVE AND SALVAGE EACH 872410010 DETECTOR LOOP I I LUMP SUM 872410020 DETECTOR LOOP UNIT 8 8 EACH 872410015 DETECTOR LOOP SHIELDED CABLE,2 AWG 14 620 EACH 872900250 PUSH BUTTON PEDESTRIAN 4 620 LIN. FT. 4 EACH 872900500 FIRE PRE-EMPTION SYSTEM 872900510 RAILROAD PRE-EMPTION SYSTEM NLI 882000304 POLES TREATED TIMBER CLASS 4 30 DRAWN BY AWL 3/4/81 CHECKED BY DRAWING NO TE STATE I PROJECT NUMBER SHEET NC MONTANA M 1201(3) E-2 -NO. 8 CRIMPED HIGH CARBON STEEL MINIMUM I" FLANGE WIDTH WIRE SPACED AS SHOWN, 6 ONE WAY BRASS SCREWS 5 THE OTHER WAY. - -� �- -I- + + + NEOPRENE GASKET "� ��+ + f C.W. D q$ii tr —4— + + fi " + + + W I I= L I � —C.L.-- -►I t CONCRETE FOR PULL BOX SHALL BE CLASS DD OR EQUAL. PULL BOX METAL DESCRIPTION NONCONCRETE PULL BOXES ARE ACCEPTABLE AS DESCRIBED IN THE SPECIAL PROVISIONS. TYPE I TYPE II METAL PULL BOXES TYPE I AND TYPE II SHALL BE DIMENSIONS DIMENSIONS CONSTRUCTED OF CAST IRON WITH A MINIMUM WALL THICKNESS OF 5/I6 INCHES. THE COVER SHALL BE W = 12 inches W = 12 inches "HECKERED STEEL. THE BOX AND COVER SHALL BE HOT = 18 inches L = 24inches DIP GALVANIZED �s 'II , III 4 W L D = 10Inches D 12 inches I ( - 2 ,r ♦ i} is MINIMUM INSIDE DIMENSION 32 ,f —3/8" BRASS HOLD DOWN BOLT tt F. WITH HEXAGONAL BRASS NUT' 1 LD.L. {. I.DW D 3/8" BRASS J BOLT WITH I° PCC�pCFeLE — REINFORCED CAGE DIAMETER BEND. L eOXES ARE NO1 LJ 30/4I' MESH CONCRETE CONCRETE LINE 3 PULL BOX CONCRETE TYPE I TYPE II IF --BACKFILL TOP 6° WITH MASTIC, APPLY. I FIELD EXCAVATED MATERIAL DIMENSIONS DIMENSIONS T BUSHED 6° ELECTRICAL AND TAMP SECURE CONDUIT = CONDUINIPPLE BOND NO.6 AWG L = I9-I/411 L 25-I/4 COPPER OR EQUAL NO. 30 FELT PAPER W = 13-I/4 W = 16-1/4" SEALING GASKET ��CONDUIT t a r SEPARATION D = 12 D = 12 II I.D.L. = 13-3/4 I.D.L. = 19-3/4' �BODY Apo hY r I.DW = 8-3/4" I.D.W. = II-3/411 LIQUID TIGHT RIGID CONDUIT HUB �+ t CL. - 15-I/4 C.L. 21 23" a, tki Wf r r 'try CONDUIT IN PLACE AS _ " 4 C W. 10-1/4' C.W. 13 REQUIRED FIELD DRILL CONDUIT ENTRANCE HOLE TREAT DRILLED HOLE WITH ELECTRICAL GALVACON OR EQUIVALENT BEFORE lw` t°�yi �{3`Ik4 INSTALLING CONDUIT HUB. j�r3� ,� 4'J, r' �s �+ ��`�r t' '� DETAIL DRAWING N0. 104 'ys $•r+�„y tt< w t 1 r �+!x I°CLEAN STONE DRAINAGE PULL BOX METAL TYPE I & II PULL BOX CONCRETE TYPE 181 II APPROVED GARY J. WICKS DIRECTOR OFF HIGHWAYS DRAWN BY A. P. 3/12/ BY PULL BOX METAL TYPE I & II PULL BOX CONCRETE TYPE I & II ADMINISTRATOR-ENGINEERING DIVISION NO SCALE CHECKED BY STATE I PROJECT NUMBER SHEET MONTANA M 1201(3) E-2 MAST ARM LENGTH MAST ARM LENGTH SEE POLE SCHEDULE SEE POLE SCHEDULE F (� —Ir.__ Z W W J0 J Z O W D WZ 0 (� 2W 2 UV Z NZ U F N O 0 � J O TRUSS TYPE ¢ W YPE a MASTARM (TYPICAL) 0 w MASTARM(TYPICAL) cc w It. fA 0 W I w vl i I NOTE: TOP OF CONCRETE FOUNDATION SHALL BE FLUSH WITH THE GROUND LINE. r--GROUNDING LUG i i COPPER GROUNDING STRAP BETWEEN i iI ill ANCHOR BOLT, CONDUIT H NO.6AWG •.,i j -(�j l- BARE GROUND WIRE II III I�- --4"X 6" REINFORCED CAST ALUMINUM i I HAND HOLE 9 COVER FRANGIBLE TRANSFORMER "J . NOTE.' WHEN STEEL CONDUIT BASE WITH ACCESS DOOR ��� RUNS ARE USED, PANCAKE _ GROUNDS WILL NOT BE ` REOU/RED. 6"-TO BE FORMED I PANCAKE GROUNDS WILL 2" BEVEL AT THE TOP TO ° I BE USED ONLY WHEN ,II it A 2L 3"DIAMETER. P I CALLED FOR ON THE PLAN ° I SHEETS OR SPECIAL c14 ilI PROVISIONS. ��'F� REINFORCING STEEL. _U N0.3 HOOPS AT I FOOT s I:�' APPROVED GARY J.WICKS o _II_� CENTERS AND 8 N0.8 - 4" MIN. TAMPED EARTH SEPARATION II II II, BARS EQUALLY SPACED. DIRECTOR OF HIGHWAYS ip 0I � PANCAKE GROUND- 2'DIAM.NO.6 AWG II I I II AgAf- BY :�� °O PLC MHD COPPER WIRE MIN. 25'LENGTH. ADMINISTRATOR-ENGINEERING DIVISION II I'I I; NQ� p'P,I.e PIGTAIL TO EXTEND 24"ABOVE II II II' CLASS"D" FOUNDATION. OTHER TYPES OF -II-� PANCAKE GROUND MAY BE ACCEPTABLE. CONCRETE ELECTRICAL II II II, FOUNDATION k DETAIL DRAWING NO. 105 21 O".; 2'O" DIAM. I DIAM• TYPE 10-A LUMINAIRE STANDARDS 81 LUMINAIRE FOUNDATIONS DRAWN BY: A.P. 4 17 73 CHECKED BY: I NO SCALE STATE I ROJECT NUMBER SHEET NO. MONTANA M 1201(3) E-4 WATERTIGHT CONNECTORS TWISTLOCK TYPE PHOTO-ELECTRIC CONTROL INSULATED TYPES 1, 6 all TYPES 2,7, 12 a 16 CLEVIS TWISTLOCK TYPE INSULATED PHOTO-ELECTRIC CLEVIS 120/240 VOLT CONTROL - SERVICE 120/240 VOLT IZI27r4— - -- - SERVICE �— WEATHERHEAD WEATHERHEAD ENTRANCE-' ENTRANCE FITTING FITTING II/z'STEEL CONDUIT IDENTITY NO. DESCRIPTIVE SYMBOL 3NO. 4 AWG METAL SIGNAL 30'CLASS 4 BWIRE SIZES y STANDARD N0.® TREATED TIMBER POLE 12 STEEL CONDUIT 3N0. 6 AWG e PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL e 10 IN THE GROUND OR INSTALLATION IN SUNLIGHT. 2 EACH HOUSING SHALL PROVIDE A SECTION TO FORM e A WATERTIGHT SEAL AROUND THE CABLE AND A -_-STAINLESS STEEL BAND 10 TYPES 3,8,13 a 17 SECTION TO PROVIDE A WATER-SEAL BETWEEN THE MOUNTING 3 ���— TWO HOUSINGS AT THE POINT OF DISCONNECTION, I"STEEL CONDUIT s EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT 3 NO. 14 AWG e SILICONE COMPOUND TO LUBRICATE METAL PARTS 4 e AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. e � e WHERE INDICATED A COPPER PIN AND A COPPER 5 e RECEPTACLE BOTH OF AT LEAST 90% CONDUCTIVITY SHALL BE CRIMPED TO THE CABLE.THE RECEPTACLE METER BASE- 6 SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN 6 CABINET _ - 11/2" LONG 11/2" STD. THROUGH THE USE OF A COPPER BERYLLIUM SPRING / PIPE,WIRE ENTRANCE AND SHALL BE EQUIPPED WITH A DISPOSABLE 2. - CABINET 6 10 MOUNTING PIN. THE PIN SHALL BE OF AT LEAST 7 - HALF-HARD MATERIAL AND THE CRIMPING PORTION 6 SHALL BE FULLY ANNEALED WHILE THE REST OF 10 THE PIN IS MAINTAINED IN ITS ORIGINAL STATE OF 8 �� _ HARDNESS. THE RECEPTACLE SHALL BE FULLY Ii2"STEEL CONDUIT BARE NO.6AWG 6 ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK 6 TOGETHER SO THE CONNECTION WILL BE MAINTAINED 9 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION I"STEEL CONDUIT- 4 TYPES 4,9,14 a 18 PULL IS APPLIED TO THE ATTACHED CABLES. 2 NO.8 AWG 4 10 e FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF SPRING LOADED 90%CONDUCTIVITY CONTACTS FOR GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. 3"Min• ii '' - a -3"Min. THE CONTACTS SHALL BE FULLY ANNEALED AND N 2"STEEL CONDUIT _ ADAPTED TO BE CRIMPED TO THE CABLE. - - -TO LUMINAIRES— PTO LUMINAIRES- 4 o AND CONTROLLER 5j8 X 8'COPPERWELD I/"STEEL CONDUIT to sie'X 8'COPPERWELD 4 GROUND ROD ^ � 2 BARE N0 6 AWG GROUND ROD 4 o Ii 4 4 I�l 4 4 I�, 4 6 TYPE "A" SERVICE POLE TYPE IIBII SERVICE POLE TYPES 5, 10 a 15 ELECTRICAL _6 DETAIL DRAWING N0. f06 _ r 4 10 m 10 9 I? WATERTIGHT CONNECTORS 18 1° Q1z 0 0 TYPE"A" 81 TYPE°B" ELECTRICAL SERVICES APPROVED. GARYr J.� ICK - DIRECTOR OF HIGHWAYS DRAWN BY GJS 4-17-73 BY CHECKED BY: ADMINISTRATOR-ENGINEERING DIVISION NO SCALE STATE PROJECT NUMBER SHEET NO. MONTANA M 1201(3) E-5 PEDESTRIAN PUSH BUTTON SIGN PORCELAIN ENAMELLED SIGN G 5 X 7 3/4",BLACK LETTERSON WHITE BACKGROUND TERMINAL /COMPARTMENT ARROW TO BE LEFT OR EG BUPUSH TTON RIGHT OR BOTH AS BUTSH �Cpg1 E REQUIRED. WAIT FOR �Ol pPPoR 41/2"SLIP FITTER WALK REEN 4�/2 SLIP FITTER SIGNAL SIGNAL TERMINAL COMPARTMENT; BAT CUORVATURIE OF POST FOR DONT n L_ o MOUNTING ON PEDESTRIAN PUSH O I W-1 OR W-2 W-I OR W-2 WALK BUTTON POST,CASTING SHALL SIGNAL MOUNTING SIGNAL MOUNTING (IF SPECIFIED) r--- - ' (IF SPECIFIED) TERMINAL BE FORMED TO TOP OF POST. IT WALK COMPARTMENT `x I 4%"SLIP FITTER �� I . FOR"DON'T WALK-WALK" FOR COLOR SIGNAL 2 4/z SLIP FITTER TERMINAL SIGNAL COMPARTMENT 4V2 O.D. 4y; O.D. I .41i2 ✓0.D. 4/2 O.D. O '_2 PEDESTRIAN r O ��` pPPL�Cpg�E O PUSH BUTTON TIED) „ -- 2 1 STD.PIPE b ti �O� {XPP�`GpgLF. 4L 7" LENGTH TYPE 1-140 TYPE 1-160 TYPE 1-100 TYPE 1-120 TYPE 1-80 B-I SIGNAL B-2 SIGNAL W-1 SIGNAL W-2 SIGNAL PEDESTRIAN PUSH MOUNTING MOUNTING o MOUNTING MOUNTING p BUTTON POST � -1 CAST TYPE TYPE HANDHCOVEROLE 9 /BASE NOZ pPP ,/FLANGE BASE / / A_- t n 1D i, CLASS "D" 5 P CLASS i �. CONCRETE-- - - CONCRETE NOTE FOUNDATION J 01 e ° FOUNDATION CAST TYPE BASE WITH HANDHOLE 1O { SHALL BE USED WHEN TWO OR MORE CONDUITS ENTER THE POLE. CLASS"D" CONCRETE .:. DIAM. FOUNDATION .; --2-,0"- �. 21L0"—� DIAM. I� —DIAM. APPROVED: GARY J.WICKS DIRECTOR 7OF HIGHWAYS BY :ems �L dy' / ADMINISTRATOR- ENGINEERING DIVISION ELECTRICAL DETAIL DRAWING NO. 107 TYPE I SIGNAL STANDARDS DRAWN BY gJ5 4-11-73 CHECKED BY: f1'C ,-�Ls L'I NO SCALE STATE I PROJECT NUMBER SHEET NC MONTANA M 1201 (3) E-6 TYPICAL ORIENTATION FOR TYPE "B- and W" SIGNAL MOUNTINGS LUMINAIRE MASTARM LENGTH AS SPECIFIED ON PLAN —� IN POLE SCHEDULE rn TERM/NAL CtM^Y4N7,aENT a --- m 0 I ¢ /GNALA 11 z W \ + " L a 0 0 � LLOU WV1 i WVJ CURB X-WALK G O w � O N_ Z Q z Z 0 O I O O SIGNAL AS StSPECIFIL71 SIGNAL AS SPECIFIED OWITH 5"BAC ON PLAN MASTARM LENGTH AS SPECIFIED ON PLAN IN POLE SCHEDULE IN POLE SCHEDULE W 0 } B-I OR B-2 SIGNAL MOUNTING m a B-I OR B-2 SIGNAL MOUNTING w AS SPECIFIED ON PLANS. a o AS SPECIFIED ON PLAN 0 C O 0 m 0 a m 0 W-I OR W-2 SIGNAL MOUNTING W-1 ORW-2 SIGNAL MOUNTING AS SPECIFIED ON PLAN O WHEN SPECIFIED ON PLANS. O O t -1 PEDESTRIAN PUSH BUTTON WHEN SPECIFIED—- PEDESTRIAN PUSH BUTTON ----- _ t WHEN SPECIFIED O o -I, HAND HOLE B 'I COVER r HAND HOLE 8 COVER =0 -o A n m �2,MIN. -I J/ 2�MIN. -I ol 11 ii II it 11 iV S J W 1j ii IV ii II N r J J ZO "li�v�I_ w 2 W_ Z _ TYPE 2 SIGNAL STANDARD II' "p.II. z Ow TYPE 3 SIGNAL STANDARD I ' o 0 �I J�_L� W U '�-- '� Z pOj to II II 11 LL N .. II II I� o LL w 1 0 W J II 40 W O ' T za a 11 T II �� 11 II o 0 z TYPICAL SIGNAL MOUNTINGS I� ' II II II II o a T�i y © + + �—DIAMETER AS METER AS SPECIFIED ON PLAN SPECIFIED ON PLAN IN POLE SCHEDULE IN POLE SCHEDULE _ Kr ALK I AL I p ELECTRICAL v DETAIL DRAWING NO. 108 m ELEVATOR STD PL UMBIZER MASTARM TYPE B-I TYPE B-2 TYPE W-I TYPE W-2 MASTARM MOUNTING MOUNTING MOUNTING MOUNTING MOUNTING MOUNTING TYPE 2 AND TYPE 3 SIGNAL STANDARDS ALL SIGNAL INDICATIONS WITH MORE THAN THREE SECTIONS OR SIGNALS INBOARD FROM THE END OF THE MAST ARM SHALL HAVE ELEVATOR PWMBIZER MOUNTINGS. ALL OTHER MAST ARM MOUNTED SIGNALS SHALL HAVE APPROVED. GARY J.VIf CKS — DIRECTOR OF HIGHWAYS DRAWN BY: A. P. 4-19-73 STANDARD MOUNTINGS. BY c_ CHECKED BY: ADMINISTRATOR— ENGINEERING DIVISION NO SCALE STATE PROJECT NUMBER SHEET NC MONTANA M 1201 (3) E-7 w , CABINET I STEEL POLE CLAMPS o I o -8°MIN.CLEARANCE BETWEEN CONDULET— SEAL REOD.BETWEEN CONDUIT FITTINGS a FRONT '*�41/2" ADAPTER CONCRETE 8 BOTTOM OF OF CABINET CABINET THREADED 81 AB\ 2 8 I=5 WELDED HUB PPQL\C I ) FOR VCONDUIT o ti N� 4yz O.D. PIPE HANDHOLE &COVER - - CAST TYPECM DRAIN DRAIN 1: ":::• :`::I I. •'. `a:;:; 7e :I I' 'd N0� a BASE I .a- 3° Min. P L I' A' :a i. ... d•'• {(: p ;• p ;. Lil ..... ..'.; _ 1. a —CLASS"D"CONCRETE :.:'..' FOUNDATION -I :'D '.', I li P-,: I I.:.`;.. M .::,I•:,•.•;:•:�•; POLE MOUNTED CONTROLLER CABINET : . 5/8° COPPERWELD D.::.I:; ' TYPICAL CABINET DIMENSIONS(f) CLASS "D"CONCRETE :•..'a'.:.'�:� -••.�.Q::�.; GROUND ROD FOUNDATION WIDTH= 20" HEIGHT= 34° ........3-0 - •� 1,10„—►f DEPTH 14= D i m". 5/8°X8' COPPERWELD GROUND ROD TYPE "A" CONTROLLER CABINET TYPE "D"CONTROLLER CABINET MOUNTING MOUNTING TYPICAL CABINET DIMENSIONS(+) TYPICAL CABINET DIMENSIONS(2) WIDTH= 20'. WIDTH= 30° HEIGHT= 34" HEIGHT= 51 ° APPROVED. GARY J. WICKS DEPTH = 14' DEPTH = 16 DIRECTOR-OF OFHIGHWAYS BY : ��1� _� ADMINISTRATOR-ENGINEERING DIVISION ELECTRICAL DETAIL DRAWING N0. 109 PEDESTAL AND POLE MOUNTINGS FOR CONTROLLER CABINETS DRAWN BY GJS "19- CHECKED BY / ; , NO SCALE STATE I PROJECT NUMBER SHEET MONTANA M 1201 (3) E-8 LOOP DETECTOR INSTALLATION DETAIL PULL Sawed SotBOX PULL BOX in NUMBER OF TURNS AS w INDICATED ON PLANS z MAX. FC - m m _- u � 3 0 0 Limit of rigid steel condP 1/2" Rigid Steel Conduit r Seal end with Duc-Seal LOOP WIRE LAY PULL BOX 8( CONDUIT LOCATIONS I"Bevel DIMENSION AS INDICATED ON ON PLANS PULL BOX �_2L O°Diom _- Sowed Slot CONCRETE ENCASEMENT PAD FOR DIMENSION LOOP DETECTOR PULL BOX INDICATED —� ON PLANS _ OVERLAP DIAGONAL CUTS SO THAT SLOT IS FULL DEPTH AT TURN POINTS OR y PULL BOX CHIP SHARP INNER CORNERS. MAX. THE SLOT SHOULD BE BRUSHED OR BLOWN CLEAN L OF ALL LOOSE MATERIALS, THE LOOP WIRE SHOULD -- BE CAREFULLY PUSHED INTO THE SLOT WITH A BLUNT , STICK TO AVOID DAMAGING ITS INSULATION. AN ELASTIC SOLID LINES SHOW SAW CUTS TO ACCOMMODATE EPDXY RESIN COMPOUND SHALL BE USED FOR SEALING ROADWAY WIRE LOOP. DASHED LINES INDICATE THE SLOT AND ANCHORING THE WIRE LOOP SECURELY. UNUSED SAW CUTS. RESISTANCE OF THE WIRE LOOP TO GROUND SHOULD BE CHECKED AFTER THE WIRE IS PLACED IN THE Limit of rigid steel conduit _J L SLOT,BOTH BEFORE AND AFTER THE SLOT IS SEALED. _")�4I A RESISTANCE OF LESS THAN 10 MEGOHMS INDICATES Seal end with Duc-Seol- A FAULTY SPLICE OR WIRE INSTALLATION WHICH SHALL •' DEPTH OF CUT !' .o �: i -A BE CORRECTED BEFORE THE ROADWAY LOOP IS SEALED - - 1/2".Rigid Steel Conduit . e'• ASPHALT— 2�� IN PLACE- CONCRETE- I'/4' n THE ROADWAY LOOP WIRE SHALL BE NO.12 XMHW CONDUCTOR, TERMINATED IN A WATERPROOF 4"X4"X4" PULL BOX AT THE SIDE OF THE ROAD AND CONNECTED TO A 2-CONDUCTOR CABLE SPECIFIED ON PLANS)WITH A SOLDERED,WATERPROOF SPLICE FOR THE LEAD-IN RUN. CROSS SECTION SAW CUT THE PULL BOX SHALL BE ENCASED IN A 2-'0"DIAMETER BY S DEEP CONCRETE PAD AS DETAILED UNLESS LOCATED IN A CONCRETE SIDEWALK. SEE PLAN SHEET. APPROVED_ GARY J. WICKS (RECTOR OF HIGHWAYS BY ADMINISTRATOR—ENGINEERING DIVISION ELECTRICAL DETAIL DRAWING N0. 110 LOOP DETECTOR INSTALLATION DRAWN BY GJS 4-12-73 NO SCALE CHECKED BY STATE I PROJECT NUMBER SHEET N( MONTAN M 1201 (3) E-9 SIGNAL POLE SCHEDULE LOOP DETECTORS CONDUIT AND WIRING MASTARM LENGTH LUMINAIRE FOUNDATION LOOP LOOP LOOP LOOP CONNECTIONS LOOP CONNECTIONS DETECTOR AA NO. TYPE ITEM N0. STATION OFFSET SIGNAL LUMIN. MTG. HT. DIA.x DEPTH DETECTOR SIZE TURNS AT PULL BOX AT CONTROLLER AMPLIFIER I STEEL CONDUIT-I OF 16 14 A CABLE,2OF NO.8 AWG, OF 2 N0.C AWG DETECTORR CA LOOP CABLE. I 2-A-900-4 872202904 12+33 41' LT 30' 2' x 6' LO-I 6'x 12' 2 2 2-A-900-7 872202907 13+51 52' LT 45' 2' X 7'6" LD-2 6'x12' 2 SERIES AB 2" STEEL CONDUIT-I OF 14 AWG CABLE,2 OF N0.4 AWG, LD•3 6'x 12' 2 SERIES ONE — I OF 2 N0.14 AWG DETECTOR LOOP CABLE. 3 3-A-900-4 872203094 13+90 51' RT 30, 15' 40' 2' X 7'6" SERIES © 2" STEEL CONDUIT-I OF 16 NO.14 AWG CABLE,2OF N0.8 AWG. LO.4 6'x 12' 2 4 3-A 2000 7 872203207 * 12+58 *33' RT 45' 15' 45' 1 2' X 7'6" LD-5 6'x 25' 3 OD 3" STEEL CONDUIT-2 OF 16 NO.14 AWG CABLE,4 OF NO.8 AWG, NOTES: *THE ENGINEER SHALL ADJUST THE EXACT LOCATION OF POLE NO.4 TO INSURE A MINIMUM CLEARANCE OF 15' LD6 6'x25' 3 SERIES 5OF2 N0. 14 AWG DETECTOR LOOP CABLE 0 2" STEEL CONDUIT-I OF 16 NO.14 AWG CABLE ,4 OF N0.8 AWG, BETWEEN THE EDGE OF THE POLE AND THE NEAREST OVERHEAD UTILITY LINE. THERE SHALL BE CLOSE LD-7 6'x20' 3 PARALLEL ONE — SERIES COORDINATION BETWEEN THE ENGINEER AND THE UTILITY CO. PRIOR TO ESTABLISHING THE EXACT LOCATION LD-8 6'x20' 3 2 OF N0.4 AWG. OF THIS POLE. L� I" STEEL CONDUIT-I OF 2 NO. 14 AWG DETECTOR LOOP CABLE. ALL SIGNAL POLES SMALL BE OFFSET TO A MINIMUM DISTANCE OF 2' FROM FACE OF CURB TO POLE �. ^0` I" STEEL CONDUIT-2 OF NU.8 AWG. 0 EXISTING CONDUIT TO h� I" STEEL CONDUIT-2 OF NO.6 AWG. EXISTING LUMINAIRES A I" STEEL CONDUIT-2 OF NO.4 AWG. © EXISTING I"STEEL CONDUIT-REPLACE CONDUCTORS WITH 2 OF NO-6 AWG. CONNECT NEW CONDUIT Z TO EXISTING CONDUIT Q EXISTING I"STEEL CONDUIT-REPLACE CONDUCTORS WITH 2 OF N0,4 AWG. TYPE 2-A-900-4 STANDARD 2"STEEL CONDUIT-I OF 16 NO.14 AWG CABLE. U) (TYPE B-I,W-2 AND MASTARM SIGNAL MOUNTING) 2" STEEL CONDUIT-20F 16 NO.14 AWG CABLE,20F N0.8 AWG, I PEDESTRIAN PUSH BUTTON I OF 2 NO.14 AWG DETECTOR LOOP CABLE. � _ LD-4 39' O 0„, 0 TYPE 2-A-900-7 STANDARD m 5 I m LQ -�- _ LD-3 (TYPE B-2,W-2 AND MASTARM SIGNAL MOUNTING) Q O A ® O I PEDESTRIAN PUSH BUTTON u� -o TYPE I CONCRETE PULL BOX TYPE I CONCRETE PULL BOX 4 Q 63 17 O 12+46 REMOVE AND SALVAGE —� LUMINAIRE STANDARD ------------- 13r77 154 WIRE DIAGRAM FOR 60 AMP SERVICE f� CONTROL ASSY. TYPE I CONCRETE PULL BOX' MINIMUM CLEARANCE REQUIRED, I9TH N / ® \ SEE "NOTE" IN UPPER LEFT CORNER 0 E 120/240 VOLT AWG N0.4 TYPE 3 A 2000 7 STANDARD 70, ; OVERHEAD (PHOTO ELECTRIC (TYPE B-2 ,W-2 AND MASTARM SIGNAL MOUNTING) I SERVICE CONTROL I PEDESTRIAN PUSH BUTTON Al METER BASE Y 0 AWG NO.14 400 WATT H.P SODIUM VAPOR LUMINAIRE ; 920 AMP D.P. 60 AMP SERVICE AND CONTROL ASSEMBLY LIGHTNING — —_— — — — — — — CIRCUIT BREAKER ARRESTOR PHOTO-ELECTRIC CONTROL CONNECT NEW CONDUIT 1 C G - !— b-� - _ 60 AMP D P (SEE TYPE "A" ELECTRICAL SERVICE DETAIL) TO EXISTING CONDUIT ;' o O--TYPE I CONCRETE PULL BOX ---------- CIRCUIT BREAKER 10' LD I 3 30 AMP S.P. D TYPE 4A-SS TRAFFIC CONTROLLER TYPE 3 A 900 4 STANDARD AUTO.OFF-MANUAL CIRCUIT BREAKER } } } } } SWITCH TYPE I'D" CONTROLLER PEDESTAL LD-z (TYPE B-I,W-2 AND MASTARM SIGNAL MOUNTING) EXISTING CONDUIT TO� 39' 1 PEDESTRIAN PUSH BUTTON 60 AMP RELAY EXISTING LUMINAIRES -_400 WATT H.P. SODIUM VAPOR LUMINAIRE �-NEMA TYPE 3R � 20 AMP RELAY OVERHEAD UTILITY LINE p I CABINET REFERENCE ONLY: SEE PROJECT NO.U-230(10) FOR THE lY SIGNAL PLACEMENT PHASE DIAGRAM SIGNAL INDICATIONS ROADWA LIGHTING ON MAIN STREET BARE AWG NO.6— TO LUMINAIRES ON MAIN ST I�Is'— PROJECT NO. M 12010 GROUND ROD—�- I I TO LUMINAIRES SI Jl Jl pp�� DONT AWG N0.8 ON 19TH AVE. AWG N0.4 f , R 12" 'z" 6 WALK a 1/2" TRAFFIC SIGNALS AND ROADWAY LIGHTING } TO SIGNAL I I/2' PIPE COUPLING PPe PPB Y a" AWG N0.8 .------------ Y 8' Y 8' CONTROLLER Ft-- ; �- G 8'� 6 g" � G 8" WALK LETTERS 19TH AVENUE FACTORY h� h— 121. WELDED ON THE MASTARM FOR —� ---►I YELLOW O ® BABCOCK ST. TO DURSTON RD. DcsICHED SIGNAL MOUNTING AND WIRE "—� —+i GREEN 02 0 O 13 © 0 BOZEMAN Dn�wH AWL 3/4/81 ENTRANCE PPB j PPe 12 I© 10 15 16 CHECKED { 1a 16 19 ® GALLATIN COUNTY REVISED. AWL _4/27/81 POLES NO.2 AND 4 01 �� 02 �3 nevueD .-VISE. SCALE1 I"=20' DRAWING NO.TE-E-1548 K-E".......- STATE I PROJECT NUMBER SHEET Ni MOPRAN M 1201(3) E-10 EXISTING LUMINAIRES TO BE REMOVED BY THE POWER COMPANY \ O \ Ln N N F= U7 6 J ® J 10 R/W Q _ qI----------- - - - DO --------------------- E ki� 19 TH AVENUE i I"STEEL CONDUIT-2 OF NO.8 AWG 1 1 _ I'_STEEL CONDUIT-2 OF NO.8 AWG ------ ------- - - - -- - - O %f of 1 9 0 M M 20 AMP SERVICE AND CONTROL ASSEMBLY AND w PHOTO-ELECTRIC CONTROL ON A 30' WOOD POLE Z INSTALLED PER TYPE"B"ELECTRICAL SERVICE DETAIL F H 0 f% 14 16 j ------------------------------------ - O - -- -- -- -- - - - ----------------------------------------------------- -------- -- -- - - - -- ----- -- --------------------- ZBOZEMAN CITY LIMITS I"STEEL CONDUIT-2 OF N0.8 AWG 19 TH AVENUE 7 II""STEEL CONDUIT-20F NO.8 AWG \I"STEEL CONDUIT-2 OF NO.8 AWG +----------------- --- --- ---- --- - < 11 13 R/W f 15 TYPE I CONCRETE PULL BOX PROJECT NO. M 120](3) ROADWAY LIGHTING 19 TH AVENUE BABCOCK ST. TO DURSTON RD. DESIGNED BOZ E MA N DRAWN AWL 3/4/81 CHECKED GALLATIN COUNTY REVISED AWL 4/2T/81 REVISED REVISED SCALE: 1"-50' DRAWING NO.TE-E-1549 STATE I PROJECT NUMBER SHt. MONTAN M 1201(3) E-I I EXISTING NO.6 AWG TO EXISTING LUMINAIRES 17 EXISTING LUMINAIRE LUMINAIRE POLE SCHEDULE MASTARM LUMINAIRE FOUNDATION NO. TYPE ITEM NO. STATION *OFFSET, LENGTH MTG. HT. DIA.x DEPTH NO.4 AWG 5 10-A-500-5 871301055 11 +10 37' LT 15, 40' 2' x 6' 6 1 1 16425 45' LT 7 18+60 36' RT 8 20+95 36' LT PULL BOX f PULL BOX 9 23+30 36' RT 7 15 3 2 2 10 10-A-500.6 871301056 25+20 48 LT 20' 7 - 3 5 NO.10AWG (TYPICAL) II 27+05 48' RT 12 28+90 48' LT No.s AWG 6 8 13 30+75 48' RT 5 NO.4 AWG 60 AMP SERVICE AND 14 32+60 48' LT CONTROL ASSEMBLY NO,8 AWG 15 34+45 48' RT if ` BASE OF 16 10-A-500.5 871301055 36+30 37' LT 15' NO.4AWG POLE NO.® 3 *POLES SHALL BE OFFSET TO A MINIMUM DISTANCE OF 2' FROM FACE OF CURB TO POLE OL. 4 13 f z z 7 9 13 I 5 5 3 2 10 5 5 -- 3 _..—._ 2 PULL BOX N0.8 AWG �PULL BOX WIRE DIAGRAM FOR 20 AMP SERVICE CONTROL ASSY. N0.6 AWG 1201240 VOLT f AWG NO.6 -- OVERHEAD �/PHOTO ELECTRIC SERVICE CONTROL AWG NO.14 8 e EXISTING LUMINAIRE LIGHTNING — — — ARRESTOR EXISTING NO.6 AWG TO EXISTING LUMINAIRES I —il 20 AMP D.P. FAU IRCUIT BREAKER INDICATES WATERTIGHT CONNECTORS PER ELECTRICAL DETAIL DRAWING NO.106 \ \ ° TO SWITCHNUAL SWITCH .} 20 AMP RELAY I.-NEMA TYPE 3R CABINET L - - - - � BARE AWG NO.6 } TO LUMINAIRES BASE OF POLE NO. 16 20 AMP SERVICE AND CONTROL ASSEMBLY GROUND ROD - 2 3 3 - AWG NO.8 ._ 10 A 14 16 NO.8 AWG NO.8 AWG NO.8 AWG'::� II 13 15 N0.10 AWG (TYPICAL) 2 _ 3 a PROJECT NO. M 12010 2 — - --- 3 3 PULL BOX ROADWAY LIGHTING � 19 TH AVENUE BABCOCK ST. TO DURSTON RD, BOZEMAN DRAWN ED AWL 3/4/81 ROADWAY LIGHTING WIRING DIAGRAM GALLATIN COUNTY CHECKED REVISED AWL 4/27/81 REVISED REVIS[D NO SCALE DRAWING N0.TE-E-I 0 �