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HomeMy WebLinkAboutSouth 3rd Ave, Kagy Boulevard, & Willson Ave Intersection CONDUIT SCHEDULE rMRwR a Axo ooAwcn.l. . lnees LED'S- 5" BOCK to I TYP.I LED•3 EQUIVALENT-- EQUIVALENT 12' SYMBOL _ L[W_ �r&L1 t rnen.yri kFj nu. Nu.J „ q xn.a. TD MDCAM TO MOCAN $MOLE UNIT c 1 "- mars / u•h a^er. r",. T„»„� r .• ea t I•� � � "°"�I �^a e�r•� „n, 16P 1230-.TOR MSP 1230-67d1 * __ CLAN I - -ill. 11 I u.,x ' _rF.. .- FUTURE CURB & ,/' A r 2 r 11 Tnti �I t x a , e / }.� uexRs Am Rlen GUTTER a 2 2- 111 Tr n°N 1 a 1 2 2 3 * *r I' O Ix" I ©? �� EHn r�Fem - - c�v�' Y, c 1 irr' RqM Tr h 1 1 1 I Il 1 V �t - ' D r 1 ts• Rkb nslmn 1 I z•, Y z" Y 12• Y 02 i �' -- n AAuc, p..r / 4/ CCU/ E r Rqq T_.h t L raTR2 I L se iln M"�r F 2 2' I_ G I z• G 1 r G 02 21 22 ._-_s• srNrs $ / a orrMT / / `,/ f4t G 3 r FIIW 1'uY• 2 2 1 2 1 2Q3 24 - Q L^1d?- e'—�- oe„we ,y' L. H 3 Y RIW Tr.,bn ^C�O 1 ti' r a»AUE. I 1 M' RNq T•Y1cn OOO z 12 09 25 36 c.. o ttr RNw Tin 1 t 1 �'0 /\� / / K 1 x• Rgle T1.na, 2 1 * r- �-Fiber Optic ) 1 L 1 11r T-.h 2 2 1 L � 6 9 10 1 4 O 29 30 ,\ '' \ Uj' '�� i sEw. li GTresnYellow •'�'"`t` 6, � M 1 117' fUYle T..npl 1 1 1 12 3 14 $ 11 PEDESTRIAN LNe 'r //' , N n RqM T.ncK 2 SIGNAL INDICATIONS INDICATIONS \� New'-aaM s i _ 1 0 1 2' RIpiO r..ncn 1 t 1 SIGNAL & PEDESTRIAN INDICATIONS tI, I LOOP DETECTOR WIRING SCHEMATIC �" ��� SYMBOL LEGEND '� " � A, • SEE SHT. -- ■Pe Puu Box / \\\ \\w\ \ NO.E-3 FOR M O N etRVlcE-1 r------r- ---- - - / I -- ---- --- @` \ '\ LIGHTING , % i ' / \•,, \h WIRES - �— SIGNAL POLE BASE 6 MAST ARMSF __ __ , F Jar --- -- 6— SEF NOTE: -+► VEHICLE slcwu INwcATroN SEE SHEET NO.E-3 FOR THIS PEDESTRIAN SIGNAL INDICATOR PJEYJ TYPE sHT COMPLETE LIGHTING PLAN. / NEW LUMINAIRE ON SIGNAL STD PULL Box 6xW Lowe Cwered it Lene.TYP Wrao.s Nowd O0—m.I 2 SIGNAL POLE NUMBER NEV, TYPE II �`_>`, L C 2 VEHICLE IND,REKIIIENCE NO /Q.•' '�. TYPICAL LOOP LOCATIONS —_ PULL Box, ® / \' \ r�� - K s / � Q21 PEDEBr1NAN INfi REfFRENCE NO. / /' \ / NEW CONDUIT 6 WME I UTILITY NOTE: EMERGENCY PREEMPTION DETECTOR__.__ / / /—NEW TYPE "B• \ -• D y' ,1 .H E POWER SERVICE Fr- ` ALL UTILITIES INDICATED ON THE PLANS ARE vdPOIE (SEE O A' APPROXIMATE THE CONTRACTOR IS RESPONSIBLE L! - ' 8'0 / Qg O DETAIL SHEET) FOR LOCATING ALL UTILITIES PRIOR TO EXCAVATION. SCALE 1 - 2a rj � _ __ _ CONDUIT RUN DESIGNATIONS r CONTACT THE UTILITY LOCATION SERVICE AT rOP-- E- _ l 1-800-424-6565 TO LOCATE UNDERGROUND UTILITIES. 12 ��-NEW TYPE II PULL BOX OL � - L _ r-- - gam/ O _— 13 _ �^ ---- - - =pF— r'P _OP-'— l�— —>r _ - _ - =__ 14 r - ----- - -- - EXISTING LUMINA\� a s 6 a -' --_ - rr (TYP.( -� LIGHTING —--- -�. _ EXISTING - ---—- - - --- - -- -- 30 �r __----- >— `CONDUIT (TYP.)IN 25OW H.P.S. �, EXISTING LIGHTING TYPE III SEMI-CUTOFF II L - i�' aZe NEW 6'x10'LOOP DETECTORS (TYP.) _- CONDUIT (TYP.! LUMINAIRE (TYP.1 27 O STA.10.00.00 KAGr I' -we-Tt FRB-r2 (SEE DETAIL SHT.) ---- B..1t Et L1 -STA.0�00.00 VVILLSON -' +00 - 1180' I O O / _�11 J � u -- -- -- - - -_-- - - - �� - -- Him 'VEHICLE SIGNAL +00 u' + - ® v— I I �2.0' NEW TYPE VEHICLE (TVP.� ' @ 11+00 12+00 s---� - - ----- - 1 STA.9.97.83 KAGV ST0.0 DO 00 SO 3r � - - a -- ' - NEW TYPE II-1 � I I i- PEDESTRIAN INDICATION -- -------- - - ---- "� PULL BOX -a L_-- _ F_ J h PULL BOX / '�-NUMBER (TYP.) - � - INDICATION�' 21 I EXISTING LIGHTING KAGY BLVD. EXISTING LIGHTING i Y ` _ -P- ;' NUMBER NEW TYPE II PEDESTRIAN INDICATION (TYR) CONDUIT (TYP.) BLVD. . CONDUIT (TYP.) s ]v 1 1 ,4 ITYP.) PULL BOX --- - -- - - CO KAGY- D - FB'R? `?0 i"k. �T• O _.�_. =�a� .- - - -- - - --- - 22 — - - -— --- = -- — —� 25 O 23 1' i1-- '• O -- 26 n ' -==t �=c� �'� , �' ,' \ 'TRAFFIC SIGNAL & LUMINAIRE POLE SCHEDULE 4 mmr Pole Sbpon Pole SIQneI Qne ead EmenprrcY Lumin. Pd. Top of Pole Found.lwn Lumin I �\ NO on Ofleet T Mee1 Polo ce From Preempt Meet Push Bea ENrv. Kepy Blvd. ype Len Polo on Mat Dmr..t Len n BuHon. D. Depth Hlo M - / /• yp= i ` �' /NEW TYPE II 10+20.3 46.9'RT, 1-100 Z BY Engineer 2'0" 3'0" PULL BOX 2 9+34.8 40.5'RT. 3A 35' 34.5'-22.5' - 15' 4 By Engineer 2'6" T8" 36' 1 / "�6 (SEE DETAIL \ O 140 86 6 66� SHTIITYP.1 3 9+10.4 31.1'RT. 1-100 � -- � 2 8y Engineer 2'0" 3'0" - --- _ ---_--- --- STA.10+15.3,54.5'RT. (KAGV BLVD.) 0 8+824 59.6'RT. $100 - 2 By Engineer 2'0" 3'0" 240 265 NEW SIGNAL CONTROLLER fy TYPE "P"CABINET a \�J 8+66.0 48.8'LT. 3A 40' 39.6'-27.6' 16' 2 By Engineer 2'6" 76" 35' CONCRETE PEDESTAL © 9+83.0 84.6'LL 1-100 - 2 By EnglneeT 2'0" TO" �- -I', KAGV BLVD. -� i 1 / (SEE DETAIL SHT( ry - 1 ?A 36' 34.6'-225'-10.5' � 4 By Engineer 2'6" T6" 370 770 190� - -- - -- � � 8 10+51.1 43.4'RT. 3A 45' 44.5'--32.6' - 16' 2 BY Engineer 2'8' T8" 35' 'n uU� - - `"' 'I-I'✓�"._ » --«- PEAR AM "OUR 10 YEAR DSSION VOLUMES I� 171 Im SEE DETAIL SHEETS TRAFFIC SIGNAL PLAN 1� L163L-320 l J 02 Q3 04 SCALE AS SHOWN 4 �,� ! �, NOTE 2 - 3 CASTON ICNCINEFRINC w iUHV195'INI: r UTILITY IOCATIONR L490} --� �----��OT �••�rr�' yW1A CUNRV LTINEI RNOINESNA A AND RV IW P.YORN SHOWN ME � 4 1APPROXIMATF 7 2� ] tJ�•'••-'••tiY N06Y.YAN.Y�NTANA ,70 — izol l i CONTACT LOCATION —Iyqr� SOUTH THIRD AVENUE,KAGV BOULEVARD SERVICE FOR EXACT l�?2�J11?47L ] 8 -- 05 06 07 08 I• 116, AND WILLSON AVENUE TI N 1 LOCATIONS. INT R l/ ►". ►M HOUR 10 YEAR DESIGN VOLUMIS p ;,•r,°1r-�4r arIrI •7 RI q y ii n - �~ �► MARVIN i ASSOCIATIS fu �AE' t, �r' IrM4-nrcwenNAw A .,,Elgnu.n STRUT & UTILITY LOCATIONS 1"'AA"I"»r Av PW 111 M' ee"" IINM AAt- H>i CHASING DIAGRAM -S ►NASE NIMA CONTROLLER 04 NIMA MOVIM/NT IOINTi►1UTION •- WIRING COLOR CODE -PHASE AND FUNCTION �• N „ fit_ :y. � 011 02 _ 03 04 q)Ngy,p],i ys 110 u A/ye IY 110/Y.NU +h M0.N A`M' e4 NON.WO ].MO N.WG 7.NO N AW +<NO.N AN9 h NO 4 AN[i iv MO 4 I1WG •e NO N/.rW k NO N qWf. i�NO CttaN nun R]NO. .N0. - Wr,G, NO ruNc.w.NO vo q]NC, rO. WING. INO NO )NI'r IUNc. ND IA RING Ino No.e. rl.r_. mO NO. RING. eND.NO RIK NO.ND IUHG. M.M- FI 2--= v' 1 3 . oNtx N e 0w 1 exx NOw e.AK vuu wMf wMf wMt n ] anir P e oN]]c n • orNx n ] owu ]u• . oMx n I w)Mf MOK 1] 9l NEU i1 N MFU it N NEU R.N.N N NEU. 1 ]:>7 NEV n ] NEU n e — r e N[V n I e NEU M.]• + ntV. wu. - - ..• wU N • LOOP DETECTORS 2 ]fc Nora ].] n wo i• .. ew •.N _N Iro vvu N Iro ),N Ko sME vuu w.K wME w.K x_Aa +vNN NEW TYPE "B" 2 . Nue] No]e e] n wN ee N ;Jlr+ •r N pN unv N a1N a,N iR, n ] wiN n e exN N ) Nix ] vn• ]•1• . Nti• ] . wuc n e w,• O POWER SERVICE OMHei NONE 'A N K] e] M xl ill N rtl RW,N N r)l 1)) xL N phA n • oau wME B.ANf w+K wANF •rAK e eLLt Now f.MF ieMi 6.M[ RMf W m •r r. /r - I + Nle Qti WPOLE 05 06 07 08 ANrte eunl + W NEU. n NB]. e n Neu. N N NW. ] 's, ♦ ]+ • Ne], ec a NEu N 1-1 V2"RIGID CONDUIT e NR: raNx w KO . )� Ko • n KD N KD POLE # 6 - r -' `. OKM M•Ce )Ae oNN . lR erV 1 R DIN H O•N \ r oRAe]a RAoa ),N .r, . )v re • N rw. N rR 0 y¢'^- P❑ i-2"RIGID CONDUIT ^ 8 y eua vai ii. t x+ >' t xi • +il n t rec a 1-1 12"RIGID CONDUIT 5_ +] R+ae WN]R + ese O )• • )'] / - I R T S J _ GROUND PHASING DIAGRAM -8 PHASE NiMA CONTROLLER �: I►----= = - 1 Vi ROD d YnRN wmmN O `.�' ----- _D_ Y M 9.00r]bw P . - ,F.. .,w N•mfs.ww ileNrs FEJ 1-r RIGID CONDUIT s _ _ F POLE # 5 ---�_ 2s - 2 L - S, +NO a AViG roww,cDNr]aaw NE/ �. I ay/ i •a a 1_2"RIGID CONDUIT -► t, •Mn•ANR ralntw telna 1 �' _ O l�j� ,: c� �'/ ' .0 3 � / 6 .it. Ix,r ONllr C9NN G04M 1 27 e � ✓ ,� NEMA MOVEMENT IDENTIFICATION `��/ �y Vi'. ew,M r ANO WIl]rR]rrCi c•ME "� Y r I `\`\ 0 11 � '� POLE R 12 # I � • // 1p���1 / - I IT 2-2" RIGID CONDUITS vJ ------ ---- KAGY BLVD. a 2 2" RIGID CONDUITS 30 / ---------- O r Fcl 1-1 12'RIGID CONDUIT 0 0 B F J V ---T1 i- - -- LOOP DETECTORS -------i --------, `r------ r---- ° EB-L2 ; EB-Li -- WB-L1 a WB-L2 KAGY BLVD. < '-------' -1-1 V2'RIGID CONDUIT - -_--------` ` _ _ �--- --, '-------,` —SIGNAL MAST I EB-T2 EB-T1 3-2"RIGID CONDUITS I O O � LOOP ARM (TYP.) ------- ------1 -- --- - "-- `, DETECTORS 250w H.P.S. TYPE III SEMI-CUTOFF (TYP.) LOOP DETECTORS El 1-1 12"RIGID CONDUIT POLE PED ESTRIAN AN TRI SIGNAL GNAL TERMINAL RINDICATION NUMBER ITYP 1 O STRIP I (TYP.) 21 PEDESTRIAN SIGNAL ,,—PEDESTRIAN fTYP.) I 0D 1-1 W"RIGID CONDUIT ' VEHICLE SIGNAL PULL BOX POLE # 8 I - INDICATION NUMBER ITYPI -t VEHICLE SIGNAL 1 ��_ ��• INDICATION (TYP.) 'i;'7 �����, ��� �• i��,i� �y - A '-—PEDESTRIAN PUSH 1 T4 �„� �� „a ,x/Il'r i BUTTON (TYP.) POLE 26 'll T Q 1 2"RIGID CONDUIT POLE CONDUIT RUN # 4 "� / P, CONTROLLER CABINET DESIGNATION (TYP.I POLE LOOP NEMA I K 1-2"RIGID CONDUIT AMPLIFIER VEHICLE WIRING SCHEMATIC �• ,' aJ / �'' CH-1 #_ __ MOVEMENTS POLE CH 2 #, NOT TO SCALE ` F E B eei yl] 1'. q - ' I�ri�' ll l �� l # 1 I CH-4 _ — #3 CH-8 #4 ONTA1r,N'�, CH 8 #8 Q j /CH-7 ►6_ 1 ( ROIk ' CHAT • . 7 - '" MARVIN A ASSOCIAns I CHI t" ,f`j 4MN.. rr.R.norr.rN.., .R Crvolna..r. >. ~ i' CH-10 ♦ 1 ,�G.vAly E?��' W7 AfWnw-Ar 11. 4204 AUhnoi M* 69/0, PED.PUSH _ 1 BUTTON_ LOOP DETECTORS / _ _ N.-B. GASTON ENGINErRING 16 SURVEYING NOTE: �—f_— -- _ — — — _ — ON9ULtiNC LNCINLLRB 6 LAND YIIRVCYON3 SEE SHEET NO.E-4 FOR ADDITIONAL — _= anxtueN,uoNTeNA DETAILS ON LIGHTING WIRING. A❑ 2-r RIGID CONDUITS _____ _z ..- _ _- SOUTH THIRD AVENUE,KAGY BOULLVARD PED.MovE AND WILLSON AVENUE 0 B INTER TI POWER EH 3.2`RIGID CONDUITS when 01, !!rf/ OA11, 1 1YL'RIGID CONDUIT r R/?M kAf, OKI - OMOUND ROD DON '74 // 'Np'r P LU / CONDUIT & WIRE SCHEDULE F%ISTING V RIGID Q CONDUIT I ` _2 EXISTING OF AWG NO.$CONDUCTORS (LIGHTING! QEXISTING I'RIGID CONDUIT S 7 EXISTING OF AWG NO S CONDUCTORS MOWING, E%ISTING Y'RIGID CONDUIT I -�' I / `'t / $CALF I _ ',l0 QNO CONDUCTORS 1 �r• � I FUTURE CURB & NOTES: PULL NEW WIRE IN TRAFFIC SIGNAL CONDOR I I `'urrER �° 1. USE EXISTING LIGHTING POLES, PULL BOXES, Q 2 NEW OF ARE NO.S O.10 CONDUCTOR )LIGHTING) NEW OF BARE AWG No.,o coNDucroR (GRouaD1 _ I CONDUITS & CONDUCTORS, UNLESS NOTED INSTALL NEW T'RIGID CONDUIT '� ��� I '�' OTHERWISE. E 2 NEW OF AWG NO.B CONDUCTORS (LIGHTING) \OC y 1 I NEW OF BARE AWG NO.10 CONDUCTOR )GROUND) 17 U +, �, 2. SEE SHEET NO. E-1 FOR DETAILS ON EXISTING ,•RIGID DDNDGR 2 NEW Oi �A; NEW TRAFFIC SIGNAL CONDUITS AT THE INTERSECTION Q AWG NO CONDUCTORS 0GHTINGI � I I `/ 7 y O E I �\\ OF KAGY BLVD., SO. THIRD AVE. & WILLSON AVE.Lj- - Ll! 3. SEE SHEET NO. E 4 FOR LUMINAIRE WIRING DIAGRAMS. z r NEW TYPE "B" EXISTING r,PE ICDNc. y SERVICE & POLE (SEE PULL 80? '�' C DETAIL SHEET) \ \ EXISTING 30 AMP LIGHTIN(i�� \ ' a /,. /, D OSERVICE MOUNTED A A EXISTING LUMINAIRE ' ! LUMINAIRE POLE . MOUNTED ON POWER i ' - ^v — -oc____ - I EXISTING POLE 'ri x. EXISTING TYPE ' �� GONG. — PULL BOX - —'P� .�•— �` -- - l p - f `TYPE I PULL BOX NEW CONCRETE KAGY BLVD. — 5 2 �❑ 37 r O a i r NEW TRAFFIC SIGNAL r KAGY-BLVD. � -- - B B -,.>,0-OOOOXAGT PULL BOX (TYP.) _- __. X IM11.00� 9+00- '_ -- - d -_ - F- -- --- -- - - - - --- -�4+00 t5_(n.� s•n e.w.a2 X r7+00 B A sn.o-oom sr r F Ski - r N SIGNAL PE I CONC (7V LUAMNAIRE 9 NEW TRAFFIC S - EXISTING Tv p 6 r 38 CONDUIT 2IT (TYP�) _���� • PULL BOr�_—_� �` > ,�i 'y`-.►-�_r .T4_ r /fin_ -�- �� Ad I l \ j5 ZA AD`�-EXISTING TPE I CONC. \� PULL BOX ***POLE SCHEDULE 4 NOTE: REMOVE EXIST.CONDUIT BETWEEN EXIST POLE NO. POLE OFFSET TYPE POLE FOUNDATION LUMINAIRE LUMINAIRE LUMINAIRE 5 AND PULL BOX N0.5 TYPE LINE STATION NOTES EXTEND EXIST CONDUIT f'� NO. POLE) BASE DIA.X DEPTH MASTARM HEIGHT TYPE FROM POLE NO.6 NEW PULL 4 EXISTING _KAGY BLVD. 5+51 36'FIT iti �� - _ _12_ _ 40 -- 250W HPSV USE AS IS v l� / - - - -- 1 ---- BOX NO.S PULL.1 NEW OF S NO.7 TO PULL BOX NO.5. // 5 KAGY BLVD. 7 i 60 _ 40'LT. �ti USE AS IS AWG NO a FROM PULL BOX / F 6 KAGY BLVD. 11+28 127'LT ANCHOR 2-0 x 44 RESET **PULL BOX SCHEDULE / 7 -. vLLSOI_v AVE -1+24 26'LT= - I-- 1-1�:- -USE AS IS 8 _ KAGY BLVD. 11+56 39'LT. _�� _--_ I-__ - -- --- - _ USE_AS IS PULL O / _9 -_ _ EXISTING_ _ _ _ 13+4_8 _36'RT. _�_�_ 1T _ _ 40' 250W HPSV ' US_E AS IS OFFSET I / ;/ _ 9+34.8 40.5'RT. SIGNAL_POLE 15, 36'_ `• 25OW HPSV _ BOX TYPE LINE STATION NOTES - - - - --- - -_ — NO. BOX) 37 � - 9+55.0 49.5'LT. SIGNAL POLE ____- _ 15 35' 250W_HPSV 38 ^� KAGY BLVD. 10+51.1 43.4'RT. SIGNAL POLE �i 16, 36' " 250W HPSV_ 2 COEXISTINGE IKAGY BLVD.KAGY BLVD. 8++30 39.0'LT. USE AS IS y �/ / 39 1�A S THIRD AVE. 1-80 35.5'RT. ANCHOR 2-0 z q-0 12' 40' '250W HPSV Y --- -- ----- --- --- --- -_- -- - - _ _ _ _ USEI -- - - -- - - - '3 EXISTING KAOV BLVD. B+17 36.0'RT. USE AS IS ) - -- -- '4 EXISTING KAGY BLVD. 9+14 39.0LT. AS - '6 EXISTING KAGY BLVD. 9+14 38.0'RT. ADJUST TO GRADE — - - •8 EXISTING KAGY BLVD. 9+48 39.0'LT. ADJUST TO GRADE •7 EXISTING KAGY BLVD. 11+56 36.0'RT. USE AS IS O - POLE NUMBER AS SHOWN ON THIS SHEET LUMINAIRE DISTRIBUTION IS MEDIUM CUTOFF TYPE III LUMINAIRE DISTRIBUTION IS MEDIUM SEMI-CUTOFF TYPE III - PULL BOX NUMBER AS SHOWN ON THIS SHEET i "" SEE DETAIL SHEETS FOR POLE INSTALLATION DETAILS FIELD VERIFY EXACT LOCATION � r - SEE DETAIL SHEETS FOR PULL BOX DETAILS I / ((/ GASTON ENGINEERING 9, SURVEYING o yrl CONSULTING ENGINEERS & LAND SURVEYORS BOZENAN,YONTANA M .ar• W r SOUTH THIRD AVENUE,KAGY BOULEVARD AND WILLSON AVENUE INTERSECTION I LIGHTING PLAN _� SCALE AS SHOWN 'l,I if, 2 J MARVIN & ASSOCIATES Traffic,Transportation & Civil Engineers cmf'Kfv fir, Afl'II�1 C8'AwrNG NO.,Kit L• {Nli l i I 1727 Alderson Avenue 0204 Billings,W 69f02 94-5/1 NOTE: NEW AWG NO.10 SEE SHEET NO. E-5 FOR LUMINAIRE SERVICE INSIDE POLE WIRING DIAGRAM. POLE BASE ITYP.I 2 2 6 --� GROUND LUG--' i i NEW AWG NO.8 E Y.ISrING Awe NO 8-- _ EXISTING i 1e _ TO LUMINAIRE-- EXISTING - EXISTING L BASE OF EXISTING SERVICE 1 - NE1Y AWG NO 10 GROUND -INDICATES NEW WATERTIGHT CONNECTOR, NO 3 + T A POLE NO.8 EXISTING TO LUMINAIRE AWG NO.b AvVG NO.P SEE DETAIL DRAWING ON SHEET E-5 I. - +-- - � 1l_1 I AWG Na a / NO 10 rHRu 16 SUPPLY I _ lI _ ' _ _ _ _ _ 5 i �f - - �__ FERRULE TYPE RATED AT 6 AMPS FOR - * - - • -- _ _--_----------- --_-----}-------------- -_-- FUSED CONNECTORS THAT ARE MIDGET - ♦- 250 WATT LUMINAIRES. }_ EXISTING N5 , EXISTING AWG NO 8 / ,., \ NEW w,�LL BOYIr1'P 1 ) EXISTINGPULL BO% /w,(\ AWG NO e EXISTING LUMINAIRE NU.6 TO BE RESETS I/r EXISTING AWG NO.8 TO LUMINAIRE-` EXISTING l 4 ' -EXISTING 6 -�'-'f,[\ \ ' J TO LUMINAIRE NO 18 2 �ASNG NO.e AWG NO L /1/1/ -{� ,,,///��� � NO 11 THRU 17 I AWG 8 I AWGn NO.8 5 WATERTICHl —`— CONNECTOR NE V; rM r. N„ _ EXISTING PULL BOX ITYP.I EXISTING LUMINAIRE WIRING DIAGRAM NOT TO SCALE NEW TYPE "B" SERVICE I I-AWG NO.1C GROUND iTYPi AWG NO.8 RYP.I A'NG NO 10 GROUND 1I YP -' AWG NO 8 ITYP POLE BASE ITYP,I- AWG NO.10 INSIDE VOLES (TVP.I 2 I 37 -AWG NO 10 GROUND (TYP) w ANG NO.R ITYP, PULL Box ITYP) 38 AWG No 10 GROUND (TYP -AWG NO.B ITYP., 5 - 5 —r �2 8 y LUGTYPGRUUNU I l� ,} AWG NO 10 GROUND I YP., \\ -ANG NO 8 ITYP. ? 36 4WG NO 10 GPOLINV iIY, �� i.Wt, N1 N I•Y' / N,r..ti% FDR GASTON ENGINEERING b, SURVEYING CONSULTING ENGINEERS 6 LAND SURVEYORS IL r-W BOZENAN,YONTANA SOUTH THIRD AVENUE,KAGY BOULEVARD AND WILLSON AVENUE INTERSECTION NEW SIGNAL POLE LUMINAIRE WIRING DIAGRAM MAM!+mnN t 1an ANociAm , POA DN er: DA7(, NOT TO SCALE 7127 Alderson Avenue •204 SiNirgs,MT 59102 me n c :f •KAt h'//6.: , nEFr F 4 NSIUL A-ED v''S 120/240 VOLT SERVICE TWISTLOCK TYPE — "HOTO-Et.ECTRIC INTROL WEATHER HEAD ENTRANCE FITTING TYPES I,6, 11 & 16 TYPES 2,7, 12 & 17 T - — 70 r_L ASS 4 — PF A-AFC, T'NOFR NON-FUSED BREAKAWAY FUSED BREAKAWAY STAND-OFF BRACKETS METER B FOR CONDUIT, DESCRIPTIVE IDENTITY CABINET SYMBOL & (REFER BASE AN D C NO. SERVICE REOUIREMENTS 6 l WIRE SIZES r M�R 120/240 VOLT GUIDELINES - JAN 199A 6 SERVICE PHOTO-ELECT(" AWC NO.6 ( -�- CONTROL 7" RIGID CONDUIT o I _ 3 OF N0.6 AWG AUTOMATIC —-AWG No. y 1 2 RIGID METER BASE PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- MAY. CIRCUIT BREAKER RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL I' RIGID- LIGHTNING ARRESTER �- 3U AMP.? Pfn '_- 10 IN THE ,ROUND OR INSTALLATION IN SUNLIGHT. 6' MIN. EACH HOUSING SHALL PROVIDE A SECTION TO FORM , I SINGLE LHRUA } - METER BASE CIRCUIT BREAKER . A WATERTIGHT SEAL AROUND THE CABLE AND A I _ A1170-OFF-MAN N.E.M.A, SINGLE THROW IT 60 AAP, I POLE, '�. 4 SECTION TO PROVIDE A WATER-SEAL BETWEEN THE } I SWCH �Y J� �1 TYPES 3,8, 13 & 18 TWO HOUSINGS AT THE POINT OF DISCONNECTION. TYPE 3R I I J 8 T p EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT - 11'— CABINET I - -✓--- - 30 AMP RELA, SILICONE COMPOUND TO LUBRICATE METAL PARTS ! N.E.M.A. TYPE 713--1 2 POLE.SINGLF IHR' A AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY CABINET 0 WHERE INDICATED A COPPER FIN AND A COPPER 5 MIN. RIGID CONDUIT w/ BARE AWG N0.6 -- I � r--AWC N0.1t RECEPTACLE BOTH OF AT LEAST 90Z CONDUCTIVn r �` VA, 2 OF NO. b AWG (CONTROLLER POWERr o SHALL BE CRIMPED TD THE CABLE. THE RECEPTACLE r - —TO WMINAIRL: �-4/�— FUSED BREAKAWAY z of No. a AWG a GROUND ROD —� SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN I OF BARE NO. 10 GROUND 6 THROUGH THE USE OF A COPPER BERYLLIUM SPRING q r� - ILUMINAIRE POWER( AWG N0.6 TO SIGNAL AWC NO.Iq GPOUN' B AND SHALL BE EQUIPPED WITH A DISPOSABLE 11 CONTROLLER MOUNTING PIN. THE PIN SHALL BE OF AT LEAST <A,_ SPACING AS HALF-HARD MATERIAL AND THE CRIMPING PORTION NECESSARY TO SHALL BE FULLY ANNEALED WHILE THE REST OF I__ SUPPORT METER I' __ - THE PIN IS MAINTAINED IN ITS ORIGINAL. STATE OF BASE AND CABINET 7 1L' HARDNESS. THE RECEPTACLE SHALL BE FULLY Mln• TYPE "Brl SERVICE WIRING DIAGRAM ANNEALED. THE PIN AND RECEPTACLE SMALL LOCK TOGETHER SO THE CONNECTION WILL BE MAINTAINED NOT TO SCALE q WHEN A MINIMUM FORCE OF 20 POUNDS TENSION TYPES 4.9, 14 & 19 IS APPLIED TO THE ATTACHED CABLES. 12 0 FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF — - 5/8'x 8 SPRING LOADED 90% CONDUCTIVITY CONTACTS FOR COPPERWEL.O a GROUND ROD GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. 13 a I 0 THE CONTACTS SHALL BE FULLY ANNEALED AND ADAPTED TO BE CRIMPED TO THE CABLE ' I_ NON-FUSED BREAKAWAY / —J 4 a ��— a 15 IE, to la TYPE "B" ELECTRICAL SERVICE DETAIL I 0 --- TYPES 5, 10, 15 & 20 18 0 �111 0 `C 0 NON-FUSED NON-BREAKAWAY WATERTIGHT CONNECTORS NOT In SCAT L IIAti L'ASTON ENGINZERING C'UNNULTINfI 9NQINttX8 A LAND RIIµVFYTII?V R02CMAN,MONTANA AVENULELECTRICAL SERVICE & WATERTIGHT CONNECTOR DETAIL SOUTH THIRD AND WILLSON AVENIKAGY �QUIFVARI! Not TOtiCAIE " AI ", t'�I I 1 R TI N nraw`v m, A r•I„ Im A AlfOC1AT�� rwylr A and l'nlrna4n II/7 AIa1�,n.n Ar.nr,• IIfN W,lNny.M/ Iv10! :.1 IAry r POLE SHAFT SIGNAL ARM IOUNOAIION TYPICAL SIGNAL MOUNTINGS TABLE ' o 0 0 0 0 0 0 0 0 o c o o � m A B C D ANCHOR BOL TS E F C H J K I) M N ® o']o u D o rn 751 TYPE (I 7 LOWER SHAFT 15',20',25'A 30' I B"S0. I T/2" I''/r' 1 Y."x 70"x 6"(OVERALL-76"I 1 7'S0. 19" 1 8 NC 5" A325 I''/2' I'/=" 7 7' 0" T� -7 2 -F I (l�l�j_J O r TYPE (21 LOWER SHAFT 35 .40'W 45- 19"SO. 19" II/=" Ip4"x 75"x 6"!OVERALL-81") 19"S0. 20" I'/�"- 7 NC - 6" A}25 I�4" II'4" 8 T -e" T -I' 2'-6" NOTE -PIPE BRACKETS SHALL BE TYPE (2) LOWER SHAFT 50' 19,50. t9" III/z" 1Y4"x 75'. 6")OVERALL-81"7 19"so. 20" 0/4"- 7 NC - 6" A325 IlK I�4" 8 9--G' 8 7' 3 U" USED FOR MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS TO THE POLE SHAFT UNLESS •Z S+ OTHERWSE SHOWN ON THE MOl)NTING POINTS O�oD�C} t47=Oo ®Da�Cy SIGNAL FACE PLANS. TABLE -- 2 _ MAST ARe MAST ARM PIPE BR ACY,E TS. FOR HOLE MOUNTING ELEVATOR PLUMBI2ER CL AMSHEIL POLE MOUNTING •1 EAERG.VEHICLE •} •4 •5 •E •7 •8 •9 r10 AY)UNTING TRAFFIC AND PEDESTRIAN SIGNALS NAST ARM MOUNTING PEDESTRIAN SIGNALS ONLY SIGNAL DETECTOR SIGN PANEL SIGNAL SIGNAL SIGN PANEL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. L-_ ---- DESIGN AREA 12.0 SO.FT, NIL 8.0 SO.FT. 9.0 50.FT. 9.0 SO.FT.B.0 SO.FT.3.3 SQ.FT. 9.0 SO.F T. 3.0 SO.F 1. 4.7: SO.FT. DESIGN WEIGHT 11 115 LB. NIL 100 LB. IDS LB. 105 LB. 100 LB. 75 LB. 210 LB. 80 LB. 200 LB._ NOTES DRAG COEF, ((.d) 1,_ NIL 1.2 I.° 1.2 1-2 0.5 1.2 1.2 1.2 STANOARDS SHALI BE DESIGNED IN ACCORDANCE WITH THE 1975 AASHIJ STANDARD SPECIFICATIONS A FUR STRUCI,Q AL SUPPORTF FOR HIGHWA* SIGNS, LUMINAIRES AND TRAFr IC SIGNALS IAND ANY TABLE 3 AME NONE NTS IHEPCTO1 15' 20 & 25' 30'.35',40'8 45 `:0' UESIGN WIND VELOCITY SHALL BE :IO M P.H. DESIGN ARFA : AREA WITH MAKIMUM WIND LOAD 'WIND 15 PERPENDICULAR TO STANDARD, AS SHOWN). MTG.PTS. •I,•2 1-1 •I,•201 &*4 •1.•2,•3.•4 6.5 •I•:.•A.WS W e6 0E51CN WEIGHT - Cl AfI LOAD. AL, 71 PE III LONER SHAFTS SHA_L BE DE51GNE:D EDq (Ai - 30 AND A MOUNTING HEIGHT OF 45'. AI.L rYPF 121 LOWER SHAF 15 SHALL BE OF.SIGNED FOP J 50 AND A MOUNTING HEIGHT OF 45'. �A ID Ni: 3" A325 11TP. I -- ANCHOR HUI TS SHALL BE A449 OR EQUAL. TOP ENO SHALL BE GALYAN12ED AND THREADED 12"IMIN. I _ IvP WELDING PROCEDURES. S5'MBOLS, BASE METAL SPECIFICATIONS AND GRADES MUST BE CALLED OUT 11 NC 21/2" A325 PRIOR TO FABPICATION DP APPRCVAL POLE SHAF IS, ARMS, AND ACCESSORIES SHALL BE GALVANIZED 10• - -- + PER ASTM DESIGNATION A123. -REMOVABLE 11 (AP '- - 2" SCHEDULE 40 A53 PIPE _ - 15 - PEDESTRIAN (BREAK SHARP EDGES FOR -_-- -� •7 at j�, PUSH BUTTONED 21/A / WIRF PROTECTION) _ _._- - WHEN T _T I / V'4" THREADED SCHEDULE 40 - -- 2' SCHEDULE 40 A53 PIPE \ t 4 T• o /� l 2" SCHEDULE 40 A53 PIPE A53 PIPE (BREAK SHARP EDGES �3-- A EXTEND CONDUIT 5' i \ I `. F1TYP, 1 1 LBREAK SHARP EDGES FOR F[N4 WIRE PgOTEC TON) \ (BREAK SHARP EDGE' FOR - ABOVE BASE OF SHAFT WIRE PROTECTION I I 7 yh" r � --- WELD HOOK TO POLE WIRE PROTECTION) L ° I SHAFT OR U PORT r-. ' �\ 2 0' MIN.- OF CLAMPI SIGNAL MASH ARM FILLER - LUMINAIRE 4• /I' GROUT I M4`'T ARM -- 1/4" II •} _ •1,'K4.•5 A W6� MATERIAL LJMINAIRE ARM - 1 2" BEVEL ' PPOTANCHRUS IKON T PLATE TOP. UPPER __ _ 4HAFI '� _ I MIN.11 GAUGE YA' PI ATE --alr.'- BOTTOM AND SIDES � -- ---- -� I TO T/2• FACE OF CURS I'/2" SCHEDULE 40 A53 PEE I FS I" PLATE - (OPF AK SHARP EDGES FOR s MM.UPPER SHAFTI 1 GAUGE WIRE PROTECTION) � - + %z�N7 LUMINAIRE ARM CONNECTION �- - II I - LOWER SHAFT FOR *1,*2,*3,*4, i &*6 FOR *7 L CE - _ _ j NOTE -REMOVABLE CAP SHALL BE COUPL ING DETAIL I I I�-' _ '/4" PLATE TOP• SUPPLIED WITH EACH COUP)ING COPPER GROUNDING--� ('V j -_ I -� BOTTOM AND SIDES EXCEPT FOR•8, *9 5 i1c. 'NO' APPI_ILABLI 70 •8.}n 6•'0! NOTE - LUMINAIRE ARM AND SIGNAL STRAP BETWEEN I I - CLASS 'D" AHM ARE IN THE SAME ANCHOR BOLT, CONCRETE IQ (Fi -- �-�_� � y VERTICAL PI ANE. ON THE I CONDUIT AND BARE FOUNDATION 1 ',A% ill) OF THE POLE. AWG N0.6 GROUND WIRE SIZE ANCHOR REO%I D. A36 PI-ATE I� I I"'f. _ _ - -1=.5 - CAI -- -_- - - I 1 -I •I___ 5' •= - __ ---��._ -17' -_- I B N0.6 BARS _ EOUALL Y SPACED C) ___� REMOVABLE CAP - - �.- ___ t -'� 5'6 45 _ 5 LANE USE CONTROL -_ 3 ' SIGN Aq'JNT IEVEI - ---a.I MOUNTING 3 STREET NAME SIGN - HE --� MOUNT LEVEL SIGNAL ARM CONNECTION 10 �- '-TYPE ..C" No MOUNTING BRACKETS •5 W SEE OE TAIL SHEET TYPE ING 6 MOUNTING BRACKETS - SIGNAL AP M -- SEE DETAIL SHEET MIN. 7 GAUGE TYPE 41) OR (2) LOWER SHAFT CAS ARROW TO BE LEFT OR RIGHT, MIN.1 GAUGE UPPER SHAFT - I I __ DR BOTH A5 REQUIRED. • -- OK OF S 4 HOOPS B 15 ELEVATION AT BOTTOM OF TRAF. _ C )'4" PLATE PUSH PORCELAIN ENAMELLED SIGN, PUSN SIGNAL HEADS )FIELD MOUNTED) SPACED EQUALLY BUTTON 5° r 714", BLACK LE ITERS BUTTON AT ABOUT I'- 0" WAIT FOR ON WHITE BACKC.ROUNO, WAIT FOR CENTERS GREEN WALK •9 I$ ELEVATION AT BOTTOM OF RED. /0;�6 BAR (TYP, 1 8A[:K [74 BASTING SHAPED TD .SIGNAL, SIGNAL HEADS IF EL MOUNTED) V LONG A4 PI ATE - ,SIGNAL• FIT CORVAtURE OF POLE. �'� -� 19 -- 21h" CLEARANCE C MIN. r e }^�+ (\ '1 • \ 1 Io IS ELE USE GRADE 60 REINFORCING STEEL f /� r' 13"50. L \� r.ABI AT BOTTOM OF _-- TYPICAL FOUNDATION �::� / CON7 ROLLER CABINET (BAND MOUNTED) 1 . Y FOR COLOR FOR "DON' T WALK-WALK" %�. r •r SIGNAL SIGNAL 3' -HREADEO SCHEDULE 40 A53 PIPE, ,� IA y,�•/" TOWER SHAFT PRO:IECTING FROM SHAFT 2", WITH { - 2 --HANOHDLE RFMOVASLf LAP. BREAK SHARP EDGES FOR WIRE PROTECTION. AND [DYER 45'(TYP /;" NUT HOLDER PEDESTRIAN PUSH BUTTON SIGN �._ �wMARVIN i ASSOCIATES FOR GROUNDING 2A & 3A STANDARDS A 171;A/deraun Avennffera M20J PB/r,.ry,M: •.SV,Jre"� NOTE - A FIANDHCILE DETAIL ItA16 PLATE AND A NUT HOLDER IIN' -- - OF IAIL. 5HA1-1. BE j HE ULIHEU REMOVABLE LOVER Pi ATE - - SHALL BE PROVIDED W'7H I EACH POLE SIlAFT �- 5 CURB GASTON ENGINEERING b SURVEYING PLATE - (D) FERMINAI S CONSULTING ENGINEERS A LAND SURVEYORS NOII COVER PI AIE OE TAIL I �..{ _ COMPARTMENT BOZEMAN,MCNTANA SHALI- El RF DUIRED. I -LOWER SHAFT A5,ITYP. n 1`) Tl ROLI SOUTH THIRD AVENUE,KAGY BOULEVARD SHAFT co) SIGNA - TYPE 2 A TYPE 3A AND INTERSECTION WILLSON AVENUE SHAF T TO SHAFT SI 01 ANCHOR BOLT ( 'A' f1YP. I P - MOUNTING PLATES DETAIL "A'"""" A36 PLATE TYPICAL ORIENTATION FOR SIGNAL STANDARD DETAIL BASE DETAIL PIPE BRACKET MOUNTED SIGNALS NOT TO SCAT F 4 `.h U , J - COMPARTMENT ^ TERMINAL T ONPAPTMENT 1 - TERMINAL \/ ! 4 IPFiTE� SI P. C \_�:� -- � _� - TERMINAL OMP ARTMENI -- C OMPAk TMEN -I/,' ;L IPT 1i tER I 4 1/:' SLIPFITTFR TERMINAL— -4 !/2" SLIPFITTFR COMPARTMENT CAP IEDES7RiAN -PEDESTRIAN FL STRIAN F 1SH BU I';N PUSH BUTTON — P H BUT TUN C) 1 � 4-1/2" 0.0- a 1/2' C�.1). Si ANDARO STANDARD STANDARD STEEL PIPE STEEL PIPE ;TEFL PIPE — 4-1!Z" O.C - 4 1/2" C.D. -- TANDARD SIANDARD �iEEL PIPF i STEEL PIPF TYPE I- 100 TYPE I-120 TYPE I- 80 USE GRADE 6i ' TYPE 1-140 TYPE 1-16Ci _ pp ARROW TO BE LEFT OR RIGHT, --'�/ u 6 BARS f I ON, - -- u i� Bae_. _(iNi:' OR BOTH AS REQUIRED. PUSH a 4 H PS A . ,' _ .1 . BUTTON PORCELAIN ENAMELLED SIGN PUSH _C I 5"x 7-3/4". BLACK LETTERS. TTO I 0" CCN IERS + .,.-F. � WAIT FOR ON WHITE BACKGROUND. WA F R ANCHOR B T +� ANrHfIP HA,r WALK GR N 14 TYPICAL ' o AN OR BOLL 4 A; _ , � - - - / - ANCHOR BOLT SIGNAL � BACK OF CASTING SHAPED TO 51 L j'� C ClE + CIRCLE FIT CURVATURE OF POST. FOR MOUNTING ON PEDESTRIAN PUSH CLE ANCC _ �_LEAI� / BUTTON POST, CASTING SHALL I (� BE FORMED TO TOP OF POST. C� LAST BASt S TION A- SECTION B-B SECTI N ..-C 1\ l NO.6 AWG BARE GROUND WIRE cuNDulr sluu_ PROTRUDE TRnM FOR 'DON'T SIGNAL OR COLOR SIGNA HANDHOLE - OR PIGTAIL EXTENSION SECURED 8 COVER UNDER ANCHOR BOLT NUT. FOUNDATION AT LEAST 7" PEDESTRIAN PUSH BUTTON .a•.Illr ns - COPPER GROUNDING STRAP BETWEEN ANCHOR BOLT, CONDUIT 6 NO. 6 AWG BARE GROUND WIRE OR PIGTAIL ,T• EXTENSION. - — A B I _L' �ON,T Ati�''. sue: -P }} TYPE I-80 T GASTON ENGINEERING >k FIiRYEYINC CONSULTING ENGINEERS & LAND SURVEYORS TY PE 1-16 OC '1 0 0 1-1A 0 BOZEMAN,MCNTANA h SOUTH THIRD AVENUE,KAGY BOULEVARD -- — — TYPICAL OF FOUNDATIONS AND INTERSECTION AVENUE PEDESTRIAN STANDARD DETAIL �wMaff,T sPs t,As& ciar6s L 17'7 A/Oenan Avenue +204 Bi/Lnga.MT 59101 NOT TO SCALE Na: USE GRADE 60 REINFORC:ING STEEL SAP-- -- 2" DIAMETER ACCESS HOLE N. �' -- a 6 BARS 14 1' LONC.I MAST ARM LENGTH 131 ��" 10 N(. s/"' A125 BOLTS IA TVPICALi s T-- SEE POLE SCHEDULE q�-,o # 4 HOOPSAT ' i " CENTERS ANCHOR BOLT14 TYPICAL ' _L/ - ANCHOR BOt.r 1_I4CLE L-- 2-112' CLEARANCE SINGLE MEMBER TYPE /a PLATE SECTION A A MASTARM (TYPICAL 1 3'j" PLATE GROUNDING LUG SECTION Y1 1" PLATE 9 L— - - - NO. 6 AWG BARE GROUND WIRE CONDUIT TISHALL ON AT PROTRUDE FROM OR PIGTAIL EXTENSION LUMINAIRE ARM CONNECTION 4' THROUGH 1 2' LUMINAIRE ARMS 2" 3 P GROUNDING STRAP BETWEEN rrr COPPER GROU r ANCHOR BOLT. CONDUIT & NO. 6 AWG BARE GROUND WIRE OR PIGTAIL o �" 2 -0 Ex TE NSiON. A .i A 0 0 i 0 v x ' I = I FOR MOUNTING HEIGHT SEE POLE SCHEDULE I TYPICAL OF ALL FOUNDATIONS i 1 BREAKAWAY BOLT -- COUPLING (ONE OF FOUR( � - CAST ALUMINUM FRANGIBLE TRANSFORMER — BASE WITH ACCESS DOOR � r - 4" K 6 REINFORCED 2" BEVEL BREAKAWAY BOLT -- HAND HOLE & COVER COUPLING \ _ C" ID BE rORMED - 'I AT THE TOP TO A - -S DIA R T r� BOLT COVER NOTE - TOP OF CONCRETE FOUNDATION SHALL ANC HC�P TR SF OPUF P BOL F COUPLINU BE FLUSH WITH THE GROUND LINE. AKAwAY TYFL) (BREAKAWAY TYPE) A HANDHOLE DETAIL AND A 112" NUT HOLDER DETAIL IFOR GROUNDING! SHALL BE REQUIRED. L- BASE TYPES FOR LUMINAIRE STANDARDS TYPE IO- A POLEGASTON ENGINEERINr• g vURVF:YINC ff' •/�) CON8111,TING CNGINBtRtl 4 LAND BURVPYOR9 B02EMAN,MONTANA III MAI ♦ .. }" SOUTH THIRD AVENUE,KAGY BOULEVARD r- AND WILLSON AVENUE INT RSECTION LIGHT STANDARD DETAIL NEBE TO SCALE illoplWMARVIN A "SOCIATIS / •A r nrMlr,lrpgyoMfmn p CNII t.ylnMn rul Aww mn A—m,a #A4 Mr 4111`10; 1 ''I'�r rft, A111. PI 'l.l 'l1 INrI t NO. 8 CRIMPED HIGH CARBON STEEL WIRE SPACED AS SHOWN. 6 ONE WAY,- 5 THE OTHER WAY. 0 VENT FAN WITH—\ �- THERMO. SWITCH '� + C W AT TOP OF CABINET \ ,LOCK —C L --+ INSET DOOR � 4, D„ PAINT LAVNE CONCRETE FOR PULL BOXES SHALL BE CLASS I'M" OR EOUAI r AL UMINONI LOCK HANDLE VENTS WITH FILTER -- - 3/8" BRASS J BOLT WITH I:LEARANCE BETWEEN CONDO, 1" D'AMETER BEND FITTINGS ANU CABINET SHAI.. CONDUIT BUSHING I:ORRESPOND WITH THE LA+'OD '-_W_ -II --- - -L- ----- w 13 ITYP. I OF THE BOTTOM Cf THE CABINE 21+ h' f 2" 2' 2" 2" 1 2" 2" BEVEL ITYP. 1 7 L- -- ---- --_-� - .. ' 'LA G 3 1/2' 1 1 2" - 1 , V ,� ` -- -- CCNCRLTE i-- —IOW II1T . F v� I' UN DL '1 WATERTIGHT i�'�;�� (MT, DEPT. 01 D ,I 1. •I 'o GASKET REQUIRED TRANS. SPEC'. REINFORCED CAGE I' NO. 16 GALVANIZED I ZE BETWEEN CONCRETE d -- '/2" SCHED. 80 1 - 3/4" MESH BOTTOM OF CABINET. �� PLASTIC CDNDU11 BARE NO.6 AWG NONDUIT- =_- __ __ ANCHOR BOLT --2'-0"---- �1 L AI I� (TYP. ) SLOP 1" 1 1=1117 =IIII-IIII=IIII_I11= =III-IIII I0fD;I III-- II_IIII =11= v � � =_ilil--dG=11N = 3/8' BRASS HOLD DOWN BOLT IIII- / - - WITH HEXAGONAL BRASS NUT. <' GROUND L ME - Ili C ONC PAU - �'' -4" THICK- WHEN CONC. PAD - REQUIRED WHEN REQUIRED 0 ry -'.-.ROLIND is J pox CONDUIT SIZE A I NO. AS REO'D. c TrP. 1 CONCRETE PULL BOX ELECTRICAL BOND, N0.6 AWG MINIMUM DIMENSIONS 3.,_ COPPER OR EQUAL TYPE I TYPE II BACKFILL TOP 6" WITH L 19-1/4" L 25-1/4" -EXCAVATED MATERIAL W = 13-1/4" W = I6-1/4" 6" AND TAMP SECURE D 12" D = 12" - --- 4 -4"- -� --- -9' - I D L 14-1/4' 1 D L = 20-1/4" f _ _NO. 30 FELT PAPER 10 W 8-V4" 1 D W = 1 1-1/4" (0 SEPARATION C L W. C L = 2'' FRONT ELEVATION SIDE ELEVATION - C W = 9" C W = 12" _CONDUIT IN PLACE 23 AS REQUIRED TYPICAL CABINET DIMENSION`-- �.' 5/8' H COPPERWEI Pr G GROUND ROD w, I AM, WIDTH = 44 / HEIGHT = SE, \ DEPTH - 26 � __I" CLEAN STONE dam_ O DRAINAGE TYPE T" CONTROLLER CABINET & BASE DETAIL_ NOT TO SCALE TYPE 1 & II CONCRETE PULL BOX DETAIL GASTON ENGINEERING F, �TIRVEYINL CONSULTING ENGINEERS A LAND SURVEYORS q rA.A,✓� BOZEMAN,YONTANA SOUTH THIRD AVENUE,KAGY BOULEVARD CONTROLLER PEDESTAL & PULL BOX DETAIL ;�,i,7 AND INTE SOECTIONNUE NOT TO SCALE wro e„ ARH MARVIN & ASSOCIATES T.ffw T,enspo.tu & �Nr A On Pr7M Tina ; 'vu: A C l4 1727 Alderson Avenue A20W BllllnOA MT 59702 94_511 NOTE; CURB & GUUTER COVER 90 DEG. SCH. BU SCH. BO THE MAX. DEPTH FROM THE EXISTING SURFACE PVC ELBOW PVC TEE TO THE BOTTOM Ill' THE LOOP CONDUIT SAWED :L CIt TO BE 6". FAVEMENC / BITUMINOUS v. /�V'�\ o -'/2 ,i„ PLANT MIX L_ _. / { (PULL BOX i SCH. 80 PVC PATCH '^ 70 PULL BOX I NIN—�.�.. P XISIING 0Z PREFORMED FILLED LOOP � A EMENI --� J / � 4 / C c��P SCH. 80 k 2.. MIN. /z' -�'." PvC SCHEDULE i LOOP CONCJIT 80 CONDUIT -;'•. ?' -90 DEG. SCH. 80TWIST WIPE 2 TURNS-i PVC ELBOW `-LEAN MIX CONCRF TE PI:R F(,01 IN IONULIIT i -_ DE,, SCH. BU � DIMENSIONS AS SHOWN ON PLANS I AS PER CITY STANDARD - TEE TYPE CONDUIT FITTING. vL ELBOW EXISTING PLACE CLEAN STONE DRAINAGE UNDER BASE COURSI TEE (I' SQUARE BY 2' DEEP), NOTE: ALL j WELDED. PREFORMED To RE srn VENT PREFORMED LOOP INSTALLATION IN EXISTING; PAVEMENT -- --- TYPICAL LOOP LEAD—IN w/CURB & GUTTER TO PULL BOX DETAIL PREFORMED LOOP DETAIL A_E N fJT EQ St ALE NOT TO SCALE - PAVEMENT AS PER PLA f5 -- -- LOOP ICAO - \\ —� —COVER TRAFFIC z RAFF IC \ ASE f,� 'Ai J"' PVC SCHEDULE BO CONDUIT -PULL BOX 3-TURNS A ,JRN> TWIS WIRE TURNS N12 AWG WIRE , A W( W,'ti PE OOT IN NOUIT r TEE TYPE CONDUIT FITTING. PLACE CLEAN STONE DRAINAGE UNDER TEE tI' SQUARE BY 2' DEEP I. PREFORMED LOOP WIRING DETAIL STEM DETECTOR LOOP D IL NOT TO ;,_ALE - NO1 iq 1.At I TYPICAL LOOP L DAN WITHOUT CURB & GUTTER TO PULL BOX DETAIL NOT TO SCALF NOTE: THE MAX. DEPTH FROM THE FINISHED SURFACE 7 TO THE BOTTOM OF THE LOOP CONDUIT BE 6 YA" STAINLESS ';IGN PANEL-\ ALUM. STEEL BANDING I" MIN. /- NEW AVEMENT OVERLAY CHANNEL --� � STAINLES` SIGN PANEL Iml Si EEL RANDIN,�, -;ICN ATTACHMENT HOL 9 E I.TT.': EXIST PAVEMENT I LUUP CONDUIT I '�- `- AN MIX CONCRETE A ER CITY STANDARD Sib' HEX HEAD BOLT �-SHAFT. MAST ARM OR POST EXIST. BA COURSE t;lt�p SHAFT OR MA'I ARM PRE F MED LOOP INSTALLATI IN -1 t n I. -BANE-IT PRODUC. S OR NOTES EXISTIN PAVEMENT W/NEW OVERLA ETAIL j �� EDUA FIBER WASHER-' I. SPACING - PLACE 3' FROM rypT ,0 At E II 1' Nnit BETWEENEND OF SIGN. MAX.SUPP RTS=SPACING •� MINIMUM OF 2. ALL METAL USED IN THE FABRICATION FlRAI:%E TS PER `,I,N. OF THIS TYPE OF MOUNTING BRACKET 41AII - BE OF STAINLESS STEEL OR CADMIUM PI AT(I' HI-CARBON STEEL. OR GALVANIII-O `TEE_ T PREVENT UNDUE CORROSION AND '.TRFArON;. NOTE \ C'ANNEI- -BAND-IT PRODUCTS OR iHF MAX U!f•h) IROM THE FINISHED SIIHI ACE �_� .r o�,A - EQUAL iU TH( BUT TOM i)1 LIf LOCH' CONDUIT �• ...ti Ill RI 6". - HAND IT PROOUC+<. Iw 1QUA) u� LPt TYPICAL SIGN MOUNTING BRACKET - TYPE "D" MIN- NEW PAVE NF:NIr/� NOT TO ',CAI F ',IGN I'ANI I ' A . l 7.7 --SAND �,n _ Y., .j'A' AI UM. r• RAC'KF ILL IIIANNII GASTON &NGINKEGRING a NlJRVFN'IN(: lu{ MARVIN i ASSOCIATES l OUP I UNI11111 t I'ONAUI.TINO ENGINEERS A LAND 811NVIYONN Nf W 11ASF ClllJltll $Ip€ VI ,A/ {' FRONT VIEW ,r�mr irynµunnuun L 4orl[nylnry SOiEYAN.MONTANA -- - - n22 nhl/r•un ANN11/I wllN 8!!llny Ur "?O2 SOUTH fHIFID AVENUE KAGV BOUI EVARIT AND WIlLS01� AVENUE NTER 110N PREFORMED LOOP INSTALLATION IN $I f.IION VIE W nl•'r. NEW PAVEMENT LOOPS & SIGN MOUNTING DETAIL Ao',, NOT TO Y ALI TYPICAL SIGN MOUNTING BRACKET TYPE "C" NOT TO K[EAIr Kliv cywL ovL,A 4,, — ------ IN,II tI� ,I. AI f ,