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HomeMy WebLinkAboutN Willson Ave & West Mendenhall St, E Main St & Highland Blvd - Traffic Signal Installations a In a) a) WCN um .c Q � � NTRAFFIC SIGNAL INSTALLATIONS AT a� zi NORTH WILLSON AVE . & WEST MENDENHALL ST. amrj AND a � c Q cj 0 N EAST MAIN ST, & HIGHLAND BLV D . PREPARED FOR: THE CITY OF BOZEMAN , 1 PREPARED BY: AmftMARVIN & ASSOCIATES J o Traffic, Transportation & Civil Engineers Q> QZm 11� 1�IC111 Q Q ENGINEERING 0 c J �� �� Q w w w SHEET INDEX acn= Qx IU UlU00000000`- - s, .. > 5�❑❑1111 ; [�ED 1. COVER SHEET, AREA MAP & SHEET INDEX z Q z ®❑ CCU❑ y ]� �O 2. WILLSON & MENDENHALL - SIGNING & STRIPING PLAN Q w w w 0 ❑ 3�b ®D 9 z_>z ww 3. WILLSON & MENDENHALL - INTERSECTION DETAIL Q Q U z z Yeller 51. I Vllla F. St. IL— 4 4. WILLSON & MENDENHALL - TRAFFIC SIGNAL PLAN z • ❑❑❑❑��❑� seen . �© OO °�' � U O F- 0EJ000E-1 oa �. PROJECT 5. WILLSON & MAIN - INTERSECTION DETAIL LL JQ w CJC�C ] ❑❑❑❑o U- ®®®® Mende ells[. ]❑��❑❑[ID E.Mein St. 6. WILLSON & MENDENHALL - WIRING SCHEMATIC � w 1000=❑❑ ks< < 7. MAIN & HIGHLAND - SIGNING & STRIPING PLAN ~ = z Ov ❑❑❑❑❑0© PROJECT ][ ]❑m❑❑❑awes. 8. MAIN & HIGHLAND - INTERSECTION DETAIL cr 0 o 50 . �[�❑❑©❑❑❑[ El <� G""s 9. MAIN & HIGHLAND - TRAFFIC SIGNAL PLAN El❑�❑❑ s. ®❑❑❑❑ JL Bw.nM. ° 1 10. MAIN & HIGHLAND - WIRING SCHEMATIC o ❑❑❑❑❑❑®❑�® << 0 s ]❑ OStorySt. �� " "S'4�� 11. ELECTRICAL SERVICE DETAIL 4 ❑❑❑❑® sw -- ❑❑ :1 113 `' Ellb St. 12. SIGNAL STANDARD DETAIL n� �� 13. LIGHT STANDARD DETAIL ❑❑LIEI ❑❑®�❑a❑❑ y F CT NO. []❑ ❑© A ❑O❑❑D II: 7❑❑ la Peres fl 14. CONTROLLER PEDESTAL��� 15. PULL BOX DETAIL HKM ❑❑LeJ' E❑ ._ RRM --177r --lnnnr—Innl-11—II� ]D as 16. LOOPS & SIGN MOUNTING DETAIL D,,r� By.. KRH AREA MAP AREA MAP Checked By: RRM Date: 6/5/96 REVISIONS:7/2 9/9 6 AS-BUILT 10/9/97 "AS CONSTRUCTED" SbQQ1# Total OCT.,1997 t N WEST LAMME ST. ,c LEGEND GUIDE SIGN LEGEND yj EXISTNG TREE W USE AS IS ® EMSn"G W MENDENHALL ST GS-1 R*' �- Ex1snNG M rroWER wER POLEQ ! i USE AS IS O EXISTING TELEPHONE POLE x 8'-0" iin 66 XiE EXISTING LIGHT POLE EXISTING LIGHT MEE w LAST ARM EEE��L��1 1A' C USE AS IS �+. W I �s O ® NEW EXISTING TELEPHONE JUNCTION BOX I LLSON AVE GS-2 �~q ! ! r >e R3-0 CIA EXISTING EXISTING MAILBOX I Q I q'K s j, 30"x36" (MAST ARM � O m EXISTING PENCE V-0"x 5'-0" ; (MAST ARM (MA Z 5 O O; USE AS IS MOUNT) — — C EwsnNc CONCRETE CURB B.,IF O i I MOUNT) zR N NOTE: USE AS Is '�.R ! V) 'w'` W MENDENHALL sT Z FI EXISTNG SIGN POST D EXISTING STORM DRAIN wLET LETTERS SHALL BE 6"AND 8"SERIES "B". EXISTING MANHOLE LETTERS /'S�� 0 ! USE AS IS Q EXISTING FIRE HYDRANT �dOi 3 I.a EXISTING WATER MAIN VALVE REMOVED ! i O EXISTING WATER CURB STOP 2-D3 --� I 2 I ,.9�• y4�VERIDCAL CONC.--- � C ~ Q7 "'-EXISTING WATER MAIN REUSED AT SAME STA.® CURB mP.) ! USE AS IS c Q R6-1(LI , wr, USE AS IS �'� -�""-E%STING SANITARY SEWER MAIN W -______-----_ O ------•� dOlS > Z I p 2-D3 SCALE:1"=40' -^`"-EXISTING STORM DRAIN MAIN Q RB-1(R) - ALLEY ALLEY R6-11L) -°"-EXISTING NATURAL R GAS MAIN �_zyy 40 R6-1(R) -"'•^EXISTING OVERHEAD TELEPHONE LINE NEW Z USE AS IS ! Po �.~ R7-1 ... -^•^'-EXISTING OVERHEAD POWER LINES GS-2 O(MAST ARM : ''• an, I VER7IGL cow. EXISTING SIGNAL STANDARD MOUNT) J w RF OB 1LLLlf *'� ! GMB aw.) NEW ----- EXISTNG PROPERTY LINE R3-1 ® N f-- EMITTING FOUND PROPERTY PIN > - (SIGN" ATF I SURVEY CONTROL POKY Nz j onlYewAv � (SIGNAL USE AS IS USE AS IS POLE R7-108 E4 CPI MOUNT) ti a° IMF, USE AS IS I NEW USE AS IS a+Q; W MEN��A ST USE AS IS RAC R7-108 7� R7-3aL USE AS IS R7-106 "`�1?�,& o $ YE ' 12"x18" R7-108USEAS USE AS IS Frk+ i 1 REUSED o Fy,T 1 R7-3a l�P,•�I/I 'EwAv R7-106 Q�+ " Q94 AD SIGN W 1 o W ,cpN TA Q ` _ .I..... Q conc.aoEw__ 3_ _ _ .YN sloEwuK - x° I ••8(p3f//y'� CONc.SIDEWALK �• '.J' STANDARD CLIRB A - --GUTTER NEW r WHRE STANDARD CURB B 'f z xi U Q WHRE PAM D I PPS RYPJ (S.0STRIPE A"15.0'GAPI PASnC GUTTER NEW 11' ta.T� �WHME NEW I'mP.l I — I NEW PAINT PEAS C 4.0� I USE AS IS- STANDARD CURB WEST MENDENHALL ST. NEW WHITE PLASTID E%IST1"DASHED GUTTER--- I mPJ -- ARROWS WHITE P.- CONC.SIDEWAM - CONIC SIDEWALK i CDNC.SM1EWµK cac.xuWAu �"^N" I-" ____-___.__.._ _____ _______ �cP. O O MOVED � I USE AS IS �, REMOVED USE AS IS J ® USE AS IS ® j EWA 2 -R8-3 R7-108 �,.�, b'� I J USE 4 ♦ti 11 USE AS IS ~ CURBDB D 's.3;. a °'z R6 1 R S IS �,s.1 Q =m STOP �kgy*. R6 1(R) ! Correa ( I t z ! Z QI'° USE AS IS ;; i .y0 w 2 '�r USE AS IS USE AS IS USE AS IS 0 W J Q USE AS IS j q NEW .�I R7-106 R7-108 O z z USE AS IS , 'P"R� R7-0aR ° W Q R6-1(L) / USE AS IS 12"x18" USE AS IS R6-1(R) g i R7-105 Q = z (� DOE of R1-1 EDGE OF USE AS IS y*�L i I SIDEWALK J LD Uj Z R7-1 MP' UP, j EWAV -CONC.RETAINNG W Q /1 NOTE: USE AS IS = a H_.___ J wu 0>D6 Z cr SEE SHEET NO.3 FOR NEW h; • ALLEY ALLtY z > w L�J_ INTERSECTION DETAILS & 36 35" Z a ---- ® °�Lo cn (SIGNAL USE AS IS To- Wul W SHEET NO.4 FOR SIGNAL DETAILS. POLE USE AS IS R7-108 m' I k7 Z>Z 06 MOUNT) R7-1ae w r B i � USE AS Is STOP Q Q R7-105 USE AS IS 4,'\L REMOVED O 1S 11VHN34N3W M g1BKw I REUSED AT SAME STA. NOTES: NEW T R6-1(L) Lt_-,j Q J z GS-1 USE AS IS RB-1(R) W J_ (� 1.ALL NEW PAVEMENT MARKINGS SHALL BE INLAID HOT EXTRUDED (MAST ARM g738 miEDGE n 14 HYDROCARBON THERMOPLASTIC PLASTIC,UNLESS NOTED OTHERWISE. MOUNT) NEW IS °N s =Z SEE SPECIFICATIONS FOR DETAILS. 3"3 30 6" USE USE AS USE AS IS O� F Q s �Tr'N 2.OBLITERATE EXISTING PAINT PAVEMENT MARKINGS (MAST ARM w t � R7-105 AS REQUIRED. MOUNT) i 10'-UNLESS NOTED Z OTHERWISE 3.ALL SIGNS THAT ARE REMOVED SHALL BE SALVAGED STANDARD cone a -1 - 2 BY DELIVERING TO THE CITY OF BOZEMAN SHOPS AT GUTTER 4' 20' 4i QI 814 NORTH BOZEMAN AVENUE. LANE LINE SIGNING DEFINITIONS WEST MAIN ST. 1.NEW SIGNS DESIGNATED'NEW SHALL BE FURNISHED CROSSWALK NFW AND ERECTED AT THE LOCATIONS SPEDSIFF, PROJECT NO. 1 IGN USE-SS DESIGNATED"REUSE'SHALL BE REMOVED FROM THE EXISTING POST OR POSTS AND REMOUNTED STOP BAR ON A NEW POST OR POSTS AT THE LOCATIONS SPECITI[D, S.REPLACE-SIGNS DESIGNATED'REPLACE SHALL BE REMOVED AND REPLACED WITH THE SPECIKD NEW STANDARD SKINS. INCLUONO PEW "I OR POSTB.AT THE EXISTING OR SPECIFIED survey By: HKM NEW LOCATIONS. TYPICAL CROSSWALK & TURN LANE MARKINGS RRM <.REPLACE SIGN FACE-SIGNS DESIGNATED'REPLACE SIGN FACE' — - Dmign BY.. SHALI BF RFMOVED FROM THE SUPPORTS AND REPLACED WITH OR NOT TO SCALE Drawn By: KRH THL SPECIFIED NEW STANDARD SIGNS USING THE EXISTING SUPPORTS S.USE AS IS SIGNS DESIGNATED'USE AS IS'SHALL BE LEFT IN PLACE. RRM S.RESET-SIGNS DESIGNATED'RESET'SHALT BE REMOVED AND RUSE Checked By. SHUT THE LOCATIONS SPECIFIED USING M EXISTING SIGN FACE ANDPPORTS Date: 6/5/96 7.REMOVE-SIGNS "AS CONSTRUCTED" REws�ILT 1029/96 DESIGNATED ASSEMBLY "AND SIGN SUPPORTS REMOVED,TO INCLUDE AS-BUILT 1/29/97 THE SIGN OR SIGN ASSEMBLY AND SIGN SLRPORTS OCT., 1997 Shfft# of Total ..,. 2 16 1 ! ! I SLOPE ASPHALT TO � EXPANSION JOINT EXPANSION I EXPANSION I C P_2 CUT PAVEMENT GERNEW CURB& JOINT i TO NEAT LINE NEW 4"THICK W ,C AT BUILDING FACE I ! EXISTING OR SIDEWALK I� ij1 LV / (TVP.) / / I E%I'ANSION-. ! EXISTING PAVEMENT 2.0' NEW CURB& EXISTING C �^ JOINT GUTTER GROUND �_ W L.._.. TACK Y4/FT EXPANSION 7 I I , JOINT MAX., I I I . ______ I I I I o®u®lu €II®II®m O EXPANSION JOINT TACK 3"GRAVEL BASE N h AT LUMINAIRE BASE i < LL i ,• .•, - EXPANSION JOINT EXPANSION ! - - III®II€ IIII�®TCH EXISTING (GRAVEL TO 0 L ` CONTRACTION AT SIGNAL POLE JOINT 1 Q I JOINT ITYP.I BASE (TVP.1 I 8"GRAVEL BASE R) � EXPANSION JOINT BETWEEN SIDEWALK ! I I Z ! 50'MAX.1-PLANT MIX BITUMINOUS SURFACE (2 LIFTS) p m & CURB(TYP.) EXPANSION JOINT O I -1..'-NON-SHRINK BACKFILL Q AT FIRE HYDRANT I ! y I VERTICAL CON I --� ! PAVEMENT REPLACEMENT & SIDEWALK TYPICAL SECTION N J____'__ CURB I I NOT TO SCALE U EXPANSION JOINT I , , ; I I I I SCALE:1"=10' I I m = I 0 3 2.0' VARIABLE .._.._.__. BLE VARIABLE 2.0' � C; -- ! JOINT SION I I I O I TACK TACK j EXPANSION JOINT I ! Z I DRIVEWAY FINISHED GRADE _ Cc Q JO%PrA�NSION AT ! i ELEVATIONS AS PER PLAN CO EXPANSION I SAWCIJT AT NEAREST I I PAVEMENT CUT L JOINT JOINT IN THE EXISTING I LINE I SIDEWALK.PROVIDE I ! I EXPANSION JOINT.(TVP.) I - _ W - I fL ELEV.=99.07 ! 3"GRAVEL BASE(TYP.) MATCH EXISTING (0.33'MIN.TO 0.50'MAX.)- Q SIDEWALK JOINT DETAIL I PLANT MIX BITUMINOUS SURFACE(2 LIFTS) NEW CONCRETE I 18.g I (MATCH) I VERTICAL CONC. 1.83'-1 Y2"CRUSHED BASE COURSE ELEV.=90.67 SIDEWALK PS ! _ I CURB CONTRACTOR WILL REMOVE & FABRIC SCALE:1'-20' CURB RAMPS MATCH) � REPLACE A 1.0'SECTION OF PC TC-98.591 TC=99.03 ELEV.-99.02 PAVEMENT IN EXISTING PARKING VARIABLE CROWN VARIABLE CROWN P.C. FL.-98.14 I FL ELEV.=98.73 I (MATCHI LOT 70 INSTALL NEW SIDEWALK ELEV.-98.80 IMATCHI I (MATCH) DO NOT DISTURB ELEV.-99A4 STREET RECONSTRUCTION TYPICAL SECTION EXIST.LUMINAIRE ELEV.-98.90 Ems'=�•� I P.T. I I I IMATCHI P.T. __________.___._.__.__.._..__________.._.._..__.________________.__..__._.. ___. ._.. _ I 3.d ELEV. 98.26 ELEV.=98.42 (MATCH) NOT TO SCALE •R 3AT I ! NEW CONCRETE _ I 7. PT $6 SIDEWALK w' P.C. ELEV. 99.45 �d'• T i r CURB RAMPS H .__. _ C-98.88 C 99.06 P X - X FL-98.66 6.a _ _ _. _ _ __ _______.___._ _..__._____. BACK OF EXIST. 4'a I AN CID-3 ELEV.-98.71 CURB LINE 7yp FL.=9e.16 STANDARD ROUND INLET ,a... ...., 3 (MATCH) 1 1 REMOVED EXIST. ( TC=99.15 TC-99.17 q '\ CONC.SIDEWALK TC=98.68 / STD.DWG.N0.02721-2) CONC.SIDEWALK ONT CONC.SIDEWALK INLET& LATERAL ti��'•., � . X GRATE ELEV.-98.41 FL=98.65 FL.=98.67 5,�,�"•'•'.,,7 ELEV=98.55 g (MATCH) r. I I I I 6.6• PIPE INV.=96.2 1.d IMATCH) '• I Y ' - OH PWR 3.0' I I PWIR / _ ___ ___ ______-_- _---___====-n�T •) _- ?ROBER' OH ` OH PWR M. OF INLET-95.5 OH PWR _ .o.• w= -- -- - --- --- _ E _ ----- - - -------- 6.01 -- ------ - --- - - ) TC=98.57 4.9' 8.0' I 3 NEW CITY OF BOZEMAN 3'a FL=98.4a 6.0' TC-99.10 4.11V Ise°, MATCH FL.=96.60 TC=99.28 EXIST. I STANDARD CURB& - FL.=98.07 6.5, I INTEGRAL CURB & GUTTER FL.=9B.78 I CURBSTAND&RD 4 c ANAL GUTTER ''• IMATCH) TC-98.69 w'CURS RAMPS (TYPJ TC=96.50 FL.-98.19 (STD.DWG.NO.02528-1) 6.fi' FL, 82 IMATCHI i GUTTER •"^" r'' FL.-96 OB 6.4 I 2,0• -I- -- - I -_--- ------------- ----- --- _6"W - aaP.0 fi.6-----� I- ------ .3.a 6.6'- - -B•W--------_--- - - ------ --- --.6"W -----__-- LINE Clli L 62.01 1 8.0' 4.0' B.g 4.0' 1.1' S.5' 4.d I I I ! CONNELATER LTED EMS.STM NEWyam! 4.d 5.5' 33.2' 4.a 8.9' 4.a 30.a; I PAVEMENT CUT \l; :'• I P.C. P.T. P.C. P.T. TC=98.61 ADJUSTED MANHOLES ! INLET �, LINE dilFL-98.13 TO GRADE I P.T. __------_ 8'SA ._---------- _-- FL.-98.11 EELEV.=99.11 €ELEV.-9B.27�PLC. P.T. P.C. P.T. ELEV.-98.65 TC=99.48 _ �`- _� �N _--__-______ _-__---_ _ _ _ - B=SAN---- MATCH Il' ELEV.-99.17 FL.-98.98_ - __ EIEV.=99.30 TC-99.24 RECONSTILUCTpNMKl& OVERLAY __-___ GRADE BREAK 14.3' p C F I ! !CONNECTED EXIST.STA P.T. FL.-98.74 P.C. P.T. P.C. P.T. I ( ELEV.=100.00 EXIST. P.C. P.T. P.C. P.T. I ELEV.-99.37 LINE(TYP.) 1 f I LATERAL TO NEW / 14.3' I (MATCH) 3 4.d 6.g 4.0' .5, 3 1 1 1 INLET // 6.5' 4.0' 5.5' 31.2' 4.0' 6.5' 4.a I FL=N.9�8 .• I J MATCH I rc-99.41 4.a 6.6' 0'T I TC=99.54 , (ADJUSTED MANHP& 7.a WEST MENDENHALL Q> STANDARD CURB & I FL=98.91 FL-99.04 I ITO GRADE TC=99!12 _: •� I J EXIST. I GUTTER 1 FL.-90.92 I ; GRADE BREAK I i7T, Q=m I 1 I VALVE TO GRADE `� 3.d I :•TIC=�� LINE ITVP I CURBIT D&RL1 W J FL.=99.08 GUTTER (� I REMOVED EXIST. i ! - 0 Z J J 6•a I FL.-9B.10 /�� 8"S INLET& LATERAL 6.a - 4.9' :''•1• Z z z Zt9- 0.6 FL=B6.65 6.6' sur-rc- "-__ __ _______ _ c--r__ O W Q Q OH PWP _ _ ___ __ ___ _ 1 I / / I ____ ___ c= = L TC=99.38 V C f ! FL=98.89 1.a TC=99.d4 •I T�` IP.T �P,T.-� ' REMOVED EXIST. 1.d Q Lu LLJ FL.�98.94 i �1 - TC-99.74 J U'CONC.SIDEWALK I IMATCHI ,g • LUMINAIRE FL-98.24 J LLIQ BACK OF EXIST. DONOT DISTURB EXIST. li A7 4.d �` I / 4.a 0.6' p 9 BACK OF EXIST, 99./3 CONC.SIDEWALKCU FIRE HYDRANT F ELEV,=9B,M �e CHI IMATCHI Q W Q CURB LINE ,C (MA I - CURB LINE Q'• 5.5' I' TCHI •e- ___. .__.. .__._ .._ I /1 USE EXIST. 5.5' I (n>o� z INLETAS IS- _ _ _____.__.._____ ___.._____._______.__._.._.__.__. ___ ---------------------_ _ z ELEV.= I I j NEW CITY OF BOZEMAN > _ GRATE EL.-99.31 I a a� 99.85 3 I 6.0, ._4_ i ELEV.-99.81 STANDARD ROUND INLET NEW CONCRETE ELEV.-99.93 w J En ELEV.=99.61 P.T. I I / , IMATCHI (STD.DWG.NO.02721-2) SIDEWALK 1w LLl NOTE: (MATCHI ELEV.-99.79 1 L 17.a I GRATE ELEV.=98.71 CURB RAMPS IMATCHI 1 PIPE INV.-98.1 P.C. o z>z LLJ EXISTING I x.a I n4 1 TC=99.66 j C P_ I BTM.OF INLET-95.4 ELEV.=99.89 0 Q Q U) SEE SHEET NO. 2 FOR CURB cj (MATCH) NEW CONCRETE RAMP(TYP.) I I I FL BENCH MARK: SIGNING & STRIPING DETAILS & s1DEwALK w I / I IMATCHI ! P-K NAIL WITH GREEN POPPY, Z Z CURB RAMPS PAVEMENT CUT ELEV.-99.92 CONTRACTOR WILL REMOVE& W SHEET NO.4 FOR SIGNAL DETAILS. j I I I j (MATCH) OF SIDEWALK & 8'SOUTH OF BACK REPLACE A 1.0'SECTION OF O O Lu FORMED NEW CURB LINE OF SIDEWALK _U PARKING MOUND EXIST. I /I I I ELEV. ELEV­ ASSUMED 100.D0 PAVEMENT(INSTALL EXISTING SIDEWALK / W J Z INLET j TC-100.0( 1 ! i LL J Q J ELEV.-100.07 FL.-99.i I IMATCH) Q >-1� J NOTE: (MATCH) i (MATCH) I ALL DIMENSIONS ARE TO THE BACK I 1 ~ z OF THE CURB. EXISTING ASPHALT I -STANDARD// 1 I ,I I CURB F Q CURB 1 I ! ! GUTTER BITUMINOUS SURFACE O RAMP j ! I ! I ' 3.' Z TRANSITION NEW ANDARD UTILITY NOTE: '� I I 1 I i CUR TING VERTICAL C & GUTTER ALL UTILITIES INDICATED ON THE PLANS ARE I 1 I H EXISTING p APPROXIMATE.THE CONTRACTOR IS RESPONSIBLE I I I I FLO ELEV. L ♦` � FOR LOCATING ALL UTILITIES PRIOR TO EXCAVATION. ! o I I I I ! DRIVEWAY CONTACT THE UTILITY LOCATION SERVICE AT " I I 1 I ! I I j NON-SHRINK BACKFILL 1-A00�24-5555 TO LOCATE UNDERGROUND UTILITIES. I I EXPANSION JOINT W - - - MAT TOP OF EXISTING PROJECT NO. i INGREDIENTS WEIGHLC.V. VER7ICA RB ELEV. EDGE OF NOTE: SIDEWALK ! 3 I I CURB&B& WATERT-39 GALLONS 325 Ibs. SL7rey By: HKM CU TOR SHALL USE ION ! I AIR (ENTRAPPED)-1.5% FROM EXIS L CURB 1 I I I COURSE AGGREGATE C & GUTTER TRANSITION DE Design BY. RRM i I I 1 W MAX.-SIZE 57) 1700 Ibs, NOT TO SCALE DraWn By: KRH STANDARD CURB l I SAND wsrM C 331 1845 Ibs. i I I w ! 3912 m: Checked By.. FIR 6/5/96 o i 2. CONTRACTOR SHALL REMOVE EXISTING I I y 1 Dare: CURB & GUTTER AND SIDEWALK FROM THE ! I I zo I Z ; NON-SHRINK BACKFILL DETAIL REVISIONS:7/29/96 1 1 1 I ° ! "AS CONSTRUCTED" AS-BUILT 10/9/97 NOT TO SCALE NEAREST JOINT. i OCT., 1997 h II I I i 16 SYMBOL LEGEND Eau1YGENT 5" Backplote (TYP.I TO NOCAN EQUIVALENT 12' SYNBOL I I ■PB PULL BOX NSP 1230-670R TO AbCAN SNGLE UNIT ) I L_I Q) NSP 1230-67OR CLAN SHELL ) I %PULL eox m, [orv•no. ccemr- I W .� �— SIGNAL POLE,BASE 8 MAST ARMS MOUNT ! jt Loop O J yI_tI \ O O Iz D —,VEHICLE SIGNAL INDICATION lifiers WR O O PEDESTRIAN SIGNAL INDICATOR 12' Y 12" 12' 1 ry NEW LUMINAIRE ON SIGNAL STD. ! Se-2_ I '+�' aNIFa 0 o,,.ra. �b \\�I O V 2 SIGNAL POLE NUMBER 12" G )y L___..__.______- O O O we.le API O VEHICLE IND.REFERENCE NO, PEDESTRIAN IND.REFERENCE NO. O O O 26 26 ALLEY j ALLEY Duel Arrow O O -• NEW CONDUIT& WIRE ®O© Fiber Opti 27 2B G N O ■ �N PWR B GH PWP GreervY w I -� # 4 � EMERGENCY PREEMPTION DETECTOR 7 B ! _ PEDESTRIAN -�'- I A SIGNAL IN INDICATIONS LL ! SIGNAL & PEDESTRIAN INDICATIONS Q lO ;; F ;_i M,E l _Z H z j LOOP DETECTOR WIRING SCHEM W ATIC ii L-I QI O i SERVICE POLE -1 i O L ! �— L m 23 70 130 --) ! EXIST.CONTROLLER�L1- I I Q •1 701.................:::. O L_I ------' ,B so 2 iDtlwAY CONDUIT RUN DESIGNATIONS f � ~ _ CONDUIT SCHEDULE ! NUMBER OF AWG CONDUCTORS A )JIBES 21B Q CP-2 — Run N°d PW PBl IOp komi (Loop LOW( ILi Msl Co edler U h. (Ground) Q IreUlletion g a Ilmerwni 6'xN'Loops Centered i Z Deng. conduits Sire M.rensl 12c•1< )c rt4 x♦N k/H 3<fu 2c f12 2-r10 Power) Powvl Green n Lane(TYP.) � .; I McMod 2-fe 2-,re ''ka d epr. bt9 N ,..1.......... ......... .......... n p A 2 2" Rigid Trench 2 2 1 33 1 100 200 0Q l 3 1 B 2 2" Rigid Trench 2 2 1 1 1 TYPICAL LOOP LOCATIONS PEAK PM HOUR 10 YEAR DESIGN VOLUMES Ip ! C 1 2" Rigid Trench + 1 1 1 i ! D 1 2' Rigid Trench 1 , 1 1 $ B ! E 2 2" Rigid Trench 1 1 1 SCALE: 1"=20' F 2 Y Rigid Trench 1 1 ! G 1 2- Rigid Trench 1 1 1 i 1 1 NEW H 1 2' Rigid Trench 1 1 ttlr,.,,ti, ! aavEwnv TYPE I I 1 2' Rigid Trench 1 1 •,,ON r A NEW ! PULL BOX 1 1 �;.......,. TypE ( (SEE DETAIL 1 2' Rigid rrengn 1 ) 1 R PULL BOX i SHT.) + K 1 2" Rigid Trench (SEE DETAIL LlN NEW L 1t2' Rigid Trench AgtL SHT.) i M 112" Rigid Trench 2 f4,srt TYPE 11 NPULL BOX IN + 1 M" Rigid Trench + 1 _•_ ___ _ _ e - - (SEE DETAIL SHT.) 0 1 1 t2"2" Rigid Trencn CONC.SIDSIDEWALKEwA _ 1 PWK .SIDEWALK LONG,SIDWALK EWALK PWR OH P:'rPOH PWR- OH PWag VEHICL ��CONC — - --- - ~ VEHICLE SIGNAL INDICATIONS O NUMBER 00 TYP.) 10+3 AEIIO SON Q J yaP INDICATION ct;Z: (TYP.1 ! la.00 eK LSON <❑ WEST MENDENHALL ST. ---'PEDESTRIAN INDICATION (TYP.1 6 NEW TYPE 11 — Q LU m I PEDESTRIAN INDICATION NUMBER (TYP.) 2 - 1 O 4 ' PULL BOX z Q❑ J -_---- _ (SEE DETAIL SHT.) Z Z Z —J Z _ 3 _ CONC.BIDEWALIt ` ON PWR I—C 2 J CONC.SIDEWALK ' r '' I CONC.SIDEWALK Q 2 Z CONIC.SIDEWALK J 9 CL z 1. - - - - - - - - - -�Ii - Q(A 2 J T LLJ NEW I� �; I I NEW SIGNAL CONTROLLER ' LL Q ®CP-I TYPE "M"CABINET & i-- > Q i PULL BOX t; j CONCRETE PEDESTAL c (n>Ob Z Z NOTE: I Z 1 (SEE DETAIL SHT.) Z LU (SEE DETAIL I _ c SEE SHEET NO.3 FORIRS /sHT.)/ NEW TYPE II J ~ C INTERSECTION DETAILS & ' ZL--I Q Lu PULL BOX SHEET NO.2 FOR SIGNING & / T ! (SEE DETAIL SHT.) / (DRAMP Q Q oZS U STRIPING DETAILS. NEW 6'x8'LOOP Z Z LL DETECTORS (TYP.) ILL NOTE: li °""n"' j 11 (SEE DETAIL SHT.) U O F- O Q UTILITY LOCATIONS j ! ;� DRIVEWAY 11 J< L� Q J SHOWN ARE '' ' UTILITY NOTE: ;; I *TRAFFIC SIGNAL & LUMINAIRE POLE SCHEDULE Q—u' J APPROXIMATE - 3 I !°" ""T ALL UTILITIES INDICATED ON THE PLANS ARE CONTACT LOCATION i " I Station Signal ignal ead Emergency Lumin. Paid. Foundation Lumin. APPROXIMATE.THE CONTRACTOR IS RESPONSIBLE 11 Pole on oReet Pole Meat Dlatance From Top of Pole ❑ SERVICE FOR EXACT a �' ! NO• entlenhal Type Preempt Meet Push Base Wev. Mount Notes - FOR LOCATING ALL UTILITIES PRIOR TO EXCAVATION. Len Pole on Meat Detect Len Blmona Dia. Depth Hel ht S Z LOCATIONS. i I CONTACT THE UTILITY LOCATION SERVICE AT O7 4+71.7 27.6'RT. 3A 20' 19.5'-7.5' 15' 2 By Engineer 2'6" 7'0" 35' CITY SUPPLIED Q 1 800 424 5555 TO LOCATE UNDERGROUND UTILITIES. " i O2 5+28.8 24.3'RT. 10-A - 15• 2 By Engineer 2'0" 4'6" 35' Spec H S clal Mount P.P.B.6 Ped. z u ) Head On Lum.Pole - I owMw �� 03 5+33.4 28.0'LT. 3A 25' 24.5'-12.5' 16, 2 By Engineer 2'6" 7'0" 35' CITY SUPPLIED w �I ® 4+66.8 25.0'LT. 2A 30' 29.b'-17.6' 2 B Engineer 2'6" 7'0" owK Y 9 CITY SUPPLIED u O C w / "r i 11 1 r WEST K*NOEN L ST. 2 5' j * -SEE DETAIL SHEETS mK..uNAu i 1 MIN. j - ! i PROJECT NO. 1 I ! 1 ! cP-e It i + AY 02 04 4 Survey By: KRH oa I N +. j D D BY- - - - - ... ..........••......... RRM K wnne • ON TEL NEB u -_.__... , _ .. 4 Design ' 3 TYPE II ° 6 Drawn By: KRH ALLEY e PULL BOX j Y I j Y (SEE DETAIL 1 BEY 1 Checked By: RRM OHS SHT.) - Date: 6/5/96 - - - i NEW TYPE "8" I °H Pv.R B - . REVISIONS: ! [ I olnwAlOWER SERVICE w I I �..•--------------•-.,-• 7/29/96 E 8 a,l POLE (SEE DETAIL SHi.) i 1 EwsTNc UNDERGROUND i 7/8/97 29/9 STREET TRENCH - 1 IDNnNG POWER-DO NEMA MOVEMENT IDENTIFICATION NEW 1 12"RIGID CONDUIT W✓ ' NOT DISTURB ! AS-BUILT 10/9/97 STREET & UTILITY LOCATIONS NEW 6pEA SPECIFICATION FILLED COMMUNICATIONS 1 PHASING DIAGRAM -4 PHASE NEMA CONTROLLER rA5 CONSTRUCTED11 Sheet t Total CABLE,G SPECIFICATION PAIN TO r _ EXISTING CONTROLLER AT MAIN ST. � J.� '_ _ _ _ SEE DETAIL ON SHEET NO.5 MATCH LINE SEE SHEET NO.5 OCT., 1997 4 16 MATCH LINE - SEE SHEET N0.4 a1 _ N C H e o I. 1 1 I Q W rn r I ! Lo EXISTING CABINET O U I+ EXISTING SIGNAL C 1 ?� 6 I i POLE ro as CC, SCALE:1"=10' Z ro N �I iEXISTING NEW THREADED LOCK NUT I li CONDUIT `` ~ I I I ! CONNECTOR I / U• ' I IDEEAI I I NEW SWLK UIT14flIGID COND Q ro J C 1 I NEW INTERCONNECT , p Uj UTILITY NOTE: ABLE 1 I ` > ! ALL UTILITIES INDICATED ON THE PLANS ARE I y ; APPROXIMATE.THE CONTRACTOR IS RESPONSIBLE I Q i I I LQ, u I FOR LOCATING ALL UTILITIES PRIOR TO EXCAVATION. u I Z >r ; CONTACT THE UTILITY LOCATION SERVICE AT IEl A 0 " ; 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. o II = i b v NOTES: i i EXISTING CONCRETE p V FOUNDATION O I ! 1.RESTORE PUSH & RECEIVING PIT AREAS rb Z ! WITH THE SAME TREATMENT AS THE STREET TRENCH DETAIL -THIS SHEET. , pN7q ! I ! 2.APPROVED TRAFFIC CONTROL PLAN IS RO STREET TRENCH - I ! REQUIRED PRIOR TO EXCAVATION & RESTORATION NEW 112"RIGID CONDUIT Wr I i 3 i I ! WORK WITHIN MAIN ST.& WILLSON AVE.INTERSECTION. ' NEW 6pr.N0.19 FILLED COMMUNICATIONSYnL CABSEE DP•E�G' SPECIFICATION Po�9- 3.COST OF TRENCH EXCAVATION RESTORATION EXISTING CONTROLLER ELEVATION VIEW SEE DETAIL THIS SHEET I ! TO BE INCLUDED IN UNIT BID PRICE FOR INTERCONNECT CONDUIT INSTALLATION. NOT TO SCALE ' I j i I 4.COST OF PUSH PIT & RECEIVING PIT EXCAVATION & RESTORATION TO BE INCLUDED IN UNIT BID PRICE I i I FOR 1 Yl" RIGID CONDUIT,PUSH. F_: i J I I I _.__.._.._..___________________.__._._______J L__ EXISTING LIGHTING I -1_-� SHADED AREA OF FOUNDATION IS Q> CONDUIT-DO I - A SLOT CHIPPED OUT FOR INSTAL- NOT ~ 2 J DISTURB ; --{, - I I Q Z Cc CATION OF CONDUIT THEN FILLED w - I i STANDARD cuge s GROUT. RA APPFLEXIBLE DCONDUIITNMAY Z Ln z Z J uG PWR — - - _--I MIN.RADIUS I SUBSTITUTED FOR RIGID p w Q I Q BEND = 4' CONDUIT FOR THE POLE J �., i I T ENTRY RUN. Q a: z W Q PITH I EXISTING 1 1/2"SIGNAL ."I Q W= MAX.SIZE I CONDUIT-DO NOT DISTURB EXISTING >07i z 6" MIN. `I' CONDUIT O �U — ' I I 1 r ♦ I I ENT ONDUIT a C7 Q Q O iJ1 (n Z _J EXISTING 1 12"SIGNAL I I Q J LLJ CONDUIT-DO NOT r I WEST MAIN ST. U U)U ~ DISTURB 3 INSTA ION OF CONDUIT INTO EXISTING POLE BAS ETAIL LL _ z r I SEE EXISTING CONTROLLER ELEV. LL _J LU — r ` I VIEW FOR INSTALLATION OF NOT TO SCALE Q >LLI r / CONDUIT INTO EXISTING > r I I CONTROLLER 8'SAN ——— --.--_r---- --_----C�---�...�—__ e SAN =z TRENCHED MAIN ST.- j j f I �` j , MATCH EXISTING (0.33'MIN.TO 0.50'MAX.) Q NEW 1 VI"& 2"RIGID CONDUITS Vd I r ( I PLANT MIX BITUMINOUS SURFACE(2 LIFTS) z NEW 6pr.N0.19 FILLED COMMUNICATIONS i i I I RECEIVING CABLE,REA SPECIFICATION Pe- TT 39 ; Z i Ili ; PIT EXISTING CURB& GUTTER I u� r b0 I I' SAWCUT EXISTING 12"MIN. EXISTING SIDEWALK p ti PAVEMENT C ------------- r _-4-- MIN.RADIUS xY1 y BEND = 18" I r I __---_ ♦ 24'MIN. r _ NEW PULL PROJECT N0. ' r RECEIVING _--�' 1� , t Box EXISTING SIGNAL w/POLE I PIT I REMOVE & REPLACE APPROX, O I _ _ --I EXISTING 1 V!"SIGNAL — _ 2.0'SECTION OF SIDEWALK AT MOUNTED CONTROLLER 4 r _ I — I'�' — ' ----'- -� - I I DISTURB DO NOT EXISTING JOINTS FOR Survey By: HKM -♦ - I I CONDUIT INSTALLATION NONSHRINK BACKFILL Design BY., RRM RIGID CONDUIT PUSH CONDUIT UNDER 2"SANO BEDDING CURB Drawn By: KRH --W--- I_ RRM -----�---S7M----1-- --I Checked By: I I Date: 7/29/96 N EXISTING SIGNAL POLE DETAIL STREET TRENCH FOR CONDUIT INSTALLATION DETAIL NOTE: 7- w REVISIONS: AS-BUILT 10/9/97 2"RIGID CONDUIT °D � NOT TO SCALE NOT TO SCALE h t / Total STUBBED TO THE I rr „ BACK OF CURB & / AS CONSTRUCTED CAPPED. OCT., 1997 16 LOOP DETECTORS - ---, WIRING COLOR CODE - PHASE AND FUNCTION �p ry I z N Q7 Q ,c eb i 1-2"RIGID CONDUIT NW.ITE BOLSqQ © EQ �UCTORS 12c NO.14 AWG 12c NO.14 AWG 12c NO.14 AWG 7c NO.14 AWG 7c N AWGL-- TRACE IND.NO.O/MOVE FUNC. IND.NO.0/MOVE FUNC. IND.NO.O/MOVE FUNC. IND.NO. /MOVE FUNC. IND. O�MOVE FUNC.NONE 27 2 DWLK 25 4 DWLK 21 4 DWLK SPARE 3 2 DWLK UPULL BOX NONE 8,9,10 21,8 NEU. 6,8,7 43,8 NEU. 1,2,3 6• NEU. 4 21,6 N 23 2 NEU. O (TYP•) NONE 8,9,10 21.6 RED 5,6,7 43,8 RED 1,2,3 4• RED 4 246 RED SPARE II 0) I NONE 8,9,10 2A,8 GRN 5,8,7 43,8 GRN 1,2,3 441 GRN 4 GRN 23 2 WLK C E NONE 8,9,10 2A,85,8,7 43,8 YEL 1,2,3 4• VEl 4 ?r1,6 VEL 24 6 DWLK NONE 28 4 DWLK 26 2 DWLK 22 2 DWLK SPARE 24 4 WLX ONOT TO SCALE F BLACK 27,28 2A NEU. 25,26 2A NEU. 21,22 2,4 N SPARE 24 d NEU. Ca 1-2"RIGID CONDUIT 8 RED BLACK SPARE SPARE SPAR Q 9 GREEN BLACK SPARE SPARE E Z p 10 ORANGE BLACK SPARE SPARE SPARE `— 1� 11 BLUE BLACK 27 2 WLK 25 4 WLK 1 4 WLK / Ci 12 BLACK WHFTE 28 4 WLK 26 2 W 22 2 WLK ` ' zs POLE # 3 Q c ~ Q> ® QF 3c NO.14 PED.PUSH BUTTON J� 5c .14 POLE TERM.TO VEH.IND. ® 1NO.10 BARE COPPER GROUND 27 Q POLE I IZ © 3c NO.14 OPTICOM 2 N0.10 LIGHTS ® 7c NO. POLE TERM.TO VEH.IND O .—� R POL # 4 S ( J W STRIP P (TYP.) J Aft NO.12 LOOP LEAD © 2 NO.6 AWG POWER(CONTAOLLERI ZP 6pr.NO.19 AWG INTERCONNECT CABLE f 1� 28 J 'IT 2 \per J J A 5c NO.14 PEDESTRIAN ALS ® 2 NO.B AWG POWER (LIGHTS) 10 G Q A H F NEMA MOVEMENT IDENTIFICATION PEDESTRIAN PUSH J q C❑ 1-2"RIGID CONDUIT BUTTON (TYP.) O O %1, WEST MENDENHALL ST. SIGNAL MAST J ARM (TYP.) 250w H.P.S. O TYPE III SEMI-CUTOFF ONTA J O CONDUIT RUN /c 9 F R DESIGNATION (TYP.) •R-nr�(;, VEHICL IGNAL 1 II II✓e i4 INDICATIO NUMBER (TYP.) � 1-2"RIGID DUIT B 2-2"RIGID CONDUITS `"';,,�'N•AL••E�`•'� VEHICLE SIGNAL INDICATION (TYP.) B K H F F K F- Cn J J ❑ F- Q J O Lu 24 W 0 0 _J J N 1-1 12"PVC CONDUIT Z Z Z J O 2 1 ® CONTROLLER CABINET 0 Q Q U PEDESTRIAN SIGNAL J D D POLE # 2 (TMP)BOX LOOP NEMA Q�j U W AMPLIFIER VEHICLE Q W= Q INDICATION NUMBER (TYP.)� I b MOVEMENTS H n n CH-1 U-1 O21 y© e e CH-2 - #1 (1) 06 z T J © CH- • • #2 z pZ I- w c U PEDESTRIAN SIGNAL 1 �` CH-4 • #3 J G (n 22 J 23 Q WINDICATION (TYP.) CH-5 #4 CH Q(D Q Oxx O E CH-7 • CH-8 • z 02 04 POLE # 1 2-2"RIGID CONDUITS z U 0 F- Q H 1-2"RIGID CONDUIT POWER LL J W J .....................i:: 4 :; 1-1 l2"PVC CONDUIT - T b - -- - INTER- �3 J fL- CONNECT j , 1 C D F K -_ > _ - - OUT H Q Cr 3 B 1-2"RIGID CONDUIT - - - • IN 0 I W ~ � ,I _ PED.PUSH y y i C _ BUTTON QI PHASING DIAGRAM -4 PHASE NEMA CONTROL U) �L 1-1 V4"RIGID CONDUIT IZ i t Z E.-W. O ® L i ; PED.MOVE. PROJECT NO. K 1-2"RIGID CONDUIT L LOOP DETECTORS E,W Survey By: HKM 3 2-2"RIGID CONDUITS Design By.. FIRM NEW TYPE "B" Drawn By: KRH POWER SERVICE Checked By: FIRM 1WPOLE �F 2-2"RIGID CONDUITS - GROUND ROD BOX Dare: 7/29/96 P NEW GROUND REVISIONS: O TO EXISTING het# of Total ROD BOX 1-1 V4"RIGID CONDUIT CONTROLLER AT MAIN ST. 6 16 LL-1E 12—N o AMEND. PLAT NO. C-23-8 \ LEGEND a� ---. _ -NORTHERN PACIFIC ADDITION ..................... '1 1 AMEND. PLAT NO. C-23-B"'•, �----------•_..- - Z NEW x �Q7 IlL�`lll GUIDE SIGN LEGEND EXISTING BUILDINGS � o E%STING TREE W Q) USE AS IS O EXISTING BUSH ) fl i PLATI 9 FILM 558-A i NORTHERN PACIFIC ADDITION GS-2 EXISTING SURVEY CONTROL POINTS v D9-10b TRACT B �`� _ (MAST ARM l '! l R7-10a i '1 ,\ (') MOUNT) —� E t EXISTING POWER POLE O U ti W t R7-2 A , 7• _ MAIN sT CiS-, EXISTING GW ANCNDR w ``• I �\ �l T,F" ExlsnNc ucHr POLE N N ! • EXISTING TELEPHONE PEDESIAL h ` �— E%STING FEN X FENCE O C USE AS I$ 1 \ E JJ EXISTING CURB AND GUTTER M` R2-1(35) ,I 1 ! .,•,` MAIN sr HIGHLAND BLVD GS-Z 1 E%STING SIGN POST W ! ! ! 4 EXISTING SIGN ON POLE Q USE AS IS ! NEW T-0"x 5'-6" q EXISTING DELINEATOR C �. 03 EX STING STORM R7-2 ~_ - - - GRAIN "� SCALE 1 4D GS 1 e ;1 elr�a � (MAST AR .. RAI N ® EXISTING MANHOLE NOTE: a EXISTING FIRE HYDRANT � U♦ ! �. - MOUNT) LETTERS SHALL BE 6"AND 6"SERIES "B". 15G EXISTING WATER OR GAS VALVE EXISTING WATER CURB STOP USE �•� t \EkTST Ts- 1•'� 1 1 R7-2 REM0VED m EXISI POWER TRANSFORMERWhI a e Qj- "rE p e ! i �,- ® EXISTING NATURAL GAS METER LTSE EwBJ 6 EXISTING WATER MAIN Exla,S_ D•CaNEO \ 1 REPLACED SIGN FACE rsN. EXISTING SANITARY SEWER MAIN er 1°gSNEOEp�W '� .N p'uNJf \ AD ! 1�f R7-1 USE AS IS - Em EXISTING STORM DRAIN MAIN ` �AM? (0 \ SWN ! A. ��-`` 12"X18" D9-2 - --NG— EXISTING NATURAL GAS MAIN Q �i5` D9-2d --"I— EXSIDNG TELEPHONE LINE ` USE \Ai Is -_y,- V' D9-2b ` a —P•'•*— EXISTING BURIED POWER EX �NEO WN,ZF "•'.F \ Y 'Da(E f ^ NEW --mz— EXISTING OVERHEAD MISR �'UA'J�L SgMFE Nkkny, T,O CP-1 -"l- Riff - —cArv— EXISTING BURIED CABLE TV Q 1 \ 'MhO ..'N"A A'G AT \ O7` aA"X3O" --_.------ EXISTING APPROXIMATE PROPERTY LINE A _ SEXIST \ p R t,.._ E%I STING FOUND PROPERTY PIN USE AS IS ! \ p'O' 4�ENT� KgT A Q E%ISTING FOUND RIGM-0E-WAY MARKER R2-1(45) R2-1p ! ME\ Ek �a.. \ BOULDER USE AS IS - - - - _ _ 1 Mp4M1� �_.� Nam•r � \ � � � .......... . A� NEW 2/'VMRE Ibp. K USE AS IS e.D PLASTIC(TYP.1 i PLAT: BOOK 22 PAGE 250 ff 4 R7-2 B.ry NEw ! USE AS IS � '4J � gtR, /# NEW 8^wNRE _ �" '� Pushy w'NTrE RESET M2-18 ® �} 1� PLASTIC(TYP.) c NEw w.o- d = 2-DELINEATORS ...n... —"`a-1-� a "y CYNIrF TRACT 4 } Mt_1 � 1 �oN PwR \ s'TAreos WOROs � `'TpN TAUSE AS IS '"'' - PVC PIPE \�., \ �,- •,yy," R.A IN ',,, R7-1 '� AS / °"PWR S ",Ew/ w� garEO E Mlty _ � YE((OW OB/E, ya!z PA NORTHERN P�ACIF IC ADDITION HOSPITAL - e � 1f2'� 1 \AMEND. BLI�. 22.23 6 24 i - 1 SIGN.-__-.KE PATH •- z 1 BIKE?RACY 5 .L.._.------ •-'•_-� � _ �,_,=` _ ,•..,,. ( .._.._..-. BY OTHERS i ` 40 USE AS IS / o � D9-2a ���) i YEuow nt 1 `�fqk,�f N` e\ - ST --- - --- N 1 D9-2bP� TE4pH'P t R A s 7 1 I / i °D•sPA N "USE AS IS- • ``�vgpN p GrIC \ IE AS \ j EXIST.4-DBLE. , _ IST i• _ Ek 1 YELLOW PAINT / / ® _ \ e YE(( .__.- °W P4/ �y./a / I T l� t p4 REMOI Q=07 ® i r -._.._---------•----- -- TRACT 5A / sTOp USED AA IS 1{ ,'•\ °tsNEO ,. (n C) Q 4-D3 USE AS IS '•` "P'q(wT Z Z I _I 2 F- J Q i 1 -j - _ t rD \ .._.._ - - - — ! T,, \ Z Z �ws \ J�� Q Z s ---__-._- tl i i! Z T Oa TRACT I I } \ \ i USE AS IS 1 F- ! ! I I ! 10 !i R7-1 EI in W \ z H _� MARWYN ADDITION AMD. ! ! I O t ! _ \ Z Q - _Z _�f 0-6BLOCK B - _ - z ; I t ! Q W - \ cn � Z_ U' NEW = ! I GS-2 <-- i U O I— Z i (MAST ARM (n U) Q MOUNT) J Q Z NOTE: w U' SEE SHEET NO.8 FOR 9 ! ! ! i I REMOVED 0, f j w3 1 Q INTERSECTION DETAILS & MEDIAN REMOVAL p ` ' ` & SHEET NO.9 FOR SIGNAL DETAILS. — i i I $7OP ELKS cLua PROPERTY suDlvlsloN 1 AHEAD ` -- ' O I �'i i 8'-UNLESS NOTED I TRACT 58-2 : OTHERWISE V 2 WHEN REQUIRED Qi � ai C❑J NOTES: 4' 20' 8' 8' 8' MINIMUM = 60' 8' 8' 8' 20' 20' '��• 1 e oRNEW"3 ! m I NEW 1.ALL NEW PAVEMENT MARKINGS SHALL BE INLAID HOT-EXTRUDED LANE LINE ! ! W3 3 HYDROCARBON THERMOPLASTIC PLASTIC,UNLESS NOTED OTHERWISE. j r 36"06" SEE SPECIFICATIONS FOR DETAILS. e CENTER IN LANE SIGNING ".MA"IONS - -' STOP BAR PROJECT N0. 1 ! � i 2.PLACE NEW STRIPING AT SAME LOCATION AS EXISTING STRIPING. N �.NE.'r STUNS DESGNATED•NEW'SHALL BE FURMSNEO CROSSWALK NEW AND SIGNS GESI AT THE LOCATIONS SE SPECIFIED. t 'I I P 11EUSF-SIGNS DESIGNATED•REUSE•SBNDDU,BE REMOVED ! 1 / 3.OBLITERATE EXISTING PAINT PAVEMENT MARKINGS Survey HKM RDM HE E%STING POST DR POSTS AND REMDDN ED o AS REQUIRED. TYPICAL CROSSWALK & TURN LANE MARKINGS y By ON A NEW POST ON POSTS Al THE LOCATIONS SPEOHED. .f 1 :T REPLACE-SIGNS DESIGNATED'REPLACE'SHALL BE REMOVED Design By., RRM AND REPLACED WITH THE SPECIFIEDTA NEW STANDARD SIGNS, ! I 4.ALL SIGNS THAT ARE REMOVED SHALL BE SALVAGED INCLUDINGLOCATIONS NEW POST OR POSTS.AT THE EXISTING OR sPEnNeD NOT TO SCALE Drawn By: KRH NEW Locgnoes BY DELIVERING TO THE CITY OF BOZEMAN SHOPS AT a.REPLACE SRE FACE-SIGNS DESIGNATED'REPLACE SIGN FACE' i ! I FIRM THE S BE REMOVED FROM ME SUPPORTS AND REPLACED wST 814 NORTH BOZEMAN AVENUE. Checked By: THE SPFCIIIEO NEW STANDARD SIGNS USING THE EXISTING SUPPORTS. � i I 5.USE AS IS SIGNS DLSIUNATED'USE AS IS•SNAIL BE LLIT IN PLACL. S j I Date: 6/5/96 n.RESET E LO DESIGNATED"RESET`STALL XI RNG SIGN O AND RESET i •, REVISIONS:7/29/96 SUPPORTS THE LOUTIONS SPECIFIED USING THE EXISTING SqN FACE AND —_— —----- BL1PPDpTB -----------------------I "AS CONSTRUCTED" AS- !0/! /96 I REMOVE�SIGNS DESIGNATED'REMOVE'SHALE SUP BE REMOVED,TO INCLUDE i I THE SIGN OR SIGN ASSFMRIY AND SIGN SUPPORTS OCT., 1997 heet# t Total NNIG I.DGx 16 W .0 C O --- E.MAIN ST. ------ Q W ---------- ---------------- - - - +� vs Q ------------------ - - - - - - - ------- - --- - ------- ------------ IZ ¢ q• SL IFORMLY 11 b ad O EXIST.S.W. C FROM FRONT OF EXIST. S.W. TO FLOWLINE OF GUTTER F.L.=99.30+/- REMOVE EXIST.TREE (MATCH) Z ` N J zs0 SAWCUT & REMOVE EXISTf__ . --_ TYP W - EXIST. PAVEMENT AT 2.0'FROM LIP 8' - _ - ` INLET OF EXIST.GUTTER (SEE DETAIL) A' T.C.-98.53+; .V _ -- -------- - - -- _ +G F.L. 98.03 � D " AAA/" c (MATCH) 4 m -_ - ❑ ___ rr__ d Al �.•'� _ C ~ 01 11.8' EXIST. � & MATCH EXIST. C. & G. -REMOVE-EXIST._CUREl G AND REPLACE WITH NEW CURB ELEV. AND GRADE vy T° ;``v- ro RAMP BEGINNING AT THE EXIST. i DRIVEWAY TAPER. MATCH EXIST. q ` -_-_ - CUB & GUTTER. SAWCUT AND REMOVE - _ , I 1 _ -_-�- - RESET EXIST. `a � EXIST. PAVEMENT AT 2.0' - INLET OVER--- - 1 - FROM LIP OF EXIST. C. & G. °"c i °'• --- 11 EX.STM.DR. i (SEE DETAIL) - ------ - h i T.C.-99.31 J �, Q 6g -5- ' ' F.L.=98.81 ---- ----- - ------ g1l L A F.L.=98.90+� i J 4��t - s (MATCH) o j J --- ----- - - - -- i J- - - - - - ----- - - - - ----------------- - - - IKEPATH C.-99.88+� BY OTHERS .L.=99.18+/- 1 = J - i MATCH) ----J -------- E.MAIN ST. INTERSECTION DETAIL CURB RAMP LOCATION DETAIL MAIN ST.& HIGHLAND BLVD. NORTH SIDE OF MAIN STREET SCALE: 1•=10' SCALE 1"-10' SAWCUT PAVEMENT U) TO UTILITY NOTE: ' T LINE J Q ALL UTILITIES INDICATED ON THE PLANS ARE 2d EXISTING CURB APPROXIMATE.THE CONTRACTOR IS RESPONSIBLE EXISTING PAVEMENT & GUTTER =J FOR LOCATING ALL UTILITIES PRIOR TO EXCAVATION. Q Z m - _ II®II®III CONTACT THE UTILITY LOCATION SERVICE AT _----A- Z p� I J 1-800-424-5555 TO LOCATE UNDERGROUND UTILITIES. Z _ -0 �cwg p Q Z W PAVEMENT REMOVAL Q w= _ NOT To srwLe N 4S rr7 Z ?0N = O J Q LU >z c76 U - ----------- LU OPE PAVEMENT UP OF NEW CURBTO& t7 Q Q (n NEW 4'TUCK C 70 NEAT WE NEW EXISTING OR c Z L Z a � ' �, NEW CURB& U O� Q LL EXISTING PAVEMENT -� TTER GROUND — __ TM7C 1q rFT N Z j7i4� LLQ LU REMOVE CONCRETE PIN ------ TACK FIII�II�IIIDOWN MEDIAN CURB & CONSTRUCTIONMEDIAN SURFACING. JOINTS (TYP.) ------- 3'GRAVEL BASE REMOVE EX.CONC.PIN 8 GRAVEL BASE O — ------------ ------ DOWN CURB & CONC. MATCH EXISTING (0.33'MIN.TO 0.50'MAX.)-PLANT MIX BITUMINOUS SURFACE(2 LIFTS) Z r_—__-__- -- ------------ --- —————————— MEDIAN SURFACING TO CONSTRTION JOINT. I 1.33'-NON-SHRINK BACKFILL -'a --- /`yy f+9�.LC/V�//I ILL✓///y////i/// f ----�✓//// / -- I QX UV ^//// /////I�/ /// PAVEMENT REPLACEMENT & SIDEWALK TYPICAL SECTION NOT TO SCALE�t _K�===«r1�_ }zY�t/Y_L = ..r_t I I I , I+ t _ 1 --------------- -------------------------- NEW CONC.PIN DOWN REPLACE MEDIAN •1 E.MAIN ST. CURB (INCLUDES 2-4' SURFACING RADIUS CORNERS) 1, BITUMINOUS SURFACE PROJECT NO. MILLING LIMITS TBEYOND ��- INGREDIENTS WEIGHTA_Y. EXIST.FACE OF MEDIAN CURB. 1 CEMENT-OAS SACK 42 Il,c. 1' WATER-39 GALLONS 325 IRA. Survey BY AIR(ENTRAPPED)-1.5% RRM COURSE AGGREGATE Design By.• 11'MAX-SIZE 57) 1700 lb.. Drawn By: DCR -- - A 1 SAND (ASTM C33) 1846 I m J. ' Checked By.• J AS __--__--_--_--_--_-_-_ ___----------------- 11. _ \ r 1 NON-SHRINK BACKFILL 3912 lb.. 6/7/96 -___._.._.._____--____________. _._--_________.-. Date: NON-SHRINK BACKFILL DETAIL REVISIONS.7/29/96 MEDIAN RECONSTRUCTION DETAIL (SEE SPECIAL PROVISIONS) NOT TO SCALE "AS CONSTRUCTED" AS-BUILT 10/9/97 SCALE: r-2a S SCALE: h Tool OCT., 1997 p 0 16 SYMBOL LEGEND LED'S- 5' BOOkDIOte (TYP.1 LED'S- EOUIVALENT EouIVKENT ,2• sYLeoL CONDUIT SCHEDULE F'Us"' I TO M°CAIN TO M°CAN SINGLE UNIT U O 1 NUMBER OF AWG CONDUCTORS & WNES ■PB PULL BOX NSP 1210-670R MSP 1230-670R CLAM SHELL Rur No.of TW P01 (Ope"nll ILaap Lead) IUghM) (Conlr,,, (Ughis IG,.—)Ineulleeon OmenIlnterconlr1---------T -- -1 " Oaeig Corqub Sire Meurlel lh YU ]c Y11 6c Yl/ 3c Yle 3c YN ec Y12 44 2-}taP.—I Pmwrl SIGNAL POLE,BASE& MAST ARMS I 7 :S Ms11io0 z-ro z-Y6 e�ro spr.-Yta 12" R 12' 12- I 1 I 1 1 -------VEHICLE SIGNAL INDICATION 12• R - A 2 2' Rigid Trench 2 1PEDESTRIAN SIGNAL INDICATOR -� B 2 2" Rigid Push 212' Y12" 4* Y 12" 12• 8^ 20 130 Y C 1 2" Rpid Trench t NEW LU14INNIIE ON SIGNAL STD. 8• D 1 Y Rigid Push 1 1 O V 2 SIGNAL POLE NUMBER 12" 11 G 12 12• 12" G` 21 22 6'x8'Loops Centered in Lane(TYP.) ,::1.........................••••y::• 1 1 O O 0 E 2 2' Rigid Trench 1 1 1 1 c F 1 2' Rigid Push 1 1 ,♦Aw y 2O VEHICLE IND.REFERENCE NO. 23 24 1 2 0 280 O O O O I Q PEDESTRIAN ONE).REFERENCE NO. 1 2 3 4 12* PEAK PM HOUR 10 YEAR DESIGN VOLUMES G 1 2^ Rigid Trench 1 1 O CA O O O O Duel Arrow H 2 Y Rigid Trench 1 1 I •:, ----• NEW CONDOR& WIRE 5 6 7 B Fiher Optic r-------1---------T------ 1 � 1 O O O O GreenYellow 10 i i I 2" Rigid Trench 1 1 r @ EMERGENCY PREEMPEION DETECTOR 9 1t t2 13 10, 1 1 2' Rigid Trench I O PEDESTRIAN K t 1n^ PVC Trench 1 1 4 t SIGNAL INDICATIONS INDICATIONS L 1 2" Rigid Trench 1 Z c O 1 1 N a SIGNAL 8L PEDESTRIAN INDICATIONS 6'x8'Loops cantered in Lana(TVP.) �k LOOP LOCATIONS ClO a sox 1TYPI coNma cAa1Ml C' 1 i 3 3 I� O Loop °pNC.S }�(Y-{ Ns: I Nai I srR1Es Am lifiers O `- \ QWRM3 Y7 \ 1' L Wbf L N61 I 9ERiEe Q CluxvW e D SCALE:1 =20 " '\ O wexe / a 0 �] i Q i \ _ 1 L asa i srR1Es p wRtNe n \ t NEW TYPE I B\i w \ \ '••-L _ PULL BOX ` \ _ (SEE DETAIL SHT.) i _ 4 O O F E - � \ \ \ Q 4 'B�7 _ 3 LOOP DETECTOR WIRING SCHEMATIC „ \ _ VEHICLE SIGNAL 73 G i� INDICATIO O coN ��L 2 (TYP.) ;�� \ !/ NDICATION NUMBER _ 12 e 2 _ _ CONDUIT RUN DESIGNATIONS r (TYP.) _ , 11 i R� PULL Ox TYP10 E It Sib -- cP-2 (SEE DETAIL SHT.) In / Q• _ _ ` 5L00 MAN = r i 10 a00 HIGHLAND _ IT �► _ <> ON EXISTING 1"PVC O Z J I Z W'CONDUIT - _ NEW TYPE I r% `` \ W -j 2-NO.6 '- -. DN Plye t PULL BOX O �i � J CONDUCTORS P INTERCEPTED EXISTING L (SEE DETAIL SHT.) ;r/ \ \ Q LD Z IL/ LUMINAIRE POWER O \ J 6 CONDUIT & INSTALLED t'�C PN1q NEW 6C LOOP UTILITY NOTE: NOTE: NEW TYPE 1 % O, / \ (7 6 e NEW TYPE If = Q --I `�/ '/' PULL BOX DETECTORS (TYP.) \ �W (SEE DETAIL SHT.) `-_i Z ALL UTILITIES INDICATED ON THE PLANS ARE SEE SHEET NO.8 FOR PULL BOX / (SEE DETAIL SHT.) \ \ Z gZS S APPROXIMATE.THE CONTRACTOR IS RESPONSIBLE i'� � �r.� O FOR LOCATING ALL UTILITIES PRIOR TO EXCAVATION. INTERSECTION DETAILS & MEDIAN i' .f" ,_ JZ F _ _ CONTACT THE UTILITY LOCATION SERVICE AT REMOVAL & SHEET NO.7 FOR SIGNING & 21 T_ � \ \ ` 1-8001324-5555 TO LOCATE UNDERGROUND UTILITIES. STRIPING DETAILS. - •-__ ���-_. _ Q Z O/ ' BIKE PATH - ---- 07 � I , -_.._ BY OTHERS i /'V`� Z / \ _ U Q Q U PYR _ LL Z LL - \ PEDESTRIAN INDICATION IT'YP.) i �' / ` NEW SIGNAL CONTROL �• II',4/ Sr. \ M O~ i .•-._ - --- i TYPE "P"CABINET & N Li Q Q f / i 30' CONCRETE PEDESTAL g T LL J Q 5 ! I PEDESTRIAN INDICATION NUMBER (TYP.) ���`IIO; W it I NEW Y E I / RE4�E NT \ (SEE DETAIL SHT.) _ _ Q—Q _{� ! ' (SEE DETAIL SHT.) �� _ \ F- ! '( NEW TYPE "C" � Z 'I POWER SERVICE / y Q (SEE DETAIL SHT.) �� OZ 03 04 / i' •� ���ccc � NEW UNDERGROUND / � 7 i POWER BY M.P.C. F "AS CONSTRUCTED" i/ �� / `� 6 0 OCT., 1997 i/ my 4 i� Z% I, i O if / 05 06 07 08 �-► NEMA MOVEMENT IDENTIFICATION PROJECT N0. NOTE: i/ w,tw P SIN aT` ;' i ! / PHASING DIAGRAM -8 PHASE NEMA CONTROLLER Survey By: K R H UTILITY LOCATIONS ,: ,,,, / % % / Design By.. RRM SHOWN ARE APPROXIMATE - �^ w„a %' i/ !i % *TRAFFIC SIGNAL & LUMINAIRE POLE SCHEDULE Drawn By: KRH CONTACT LOCATION �� ~eb` _ '�° / Station Pole Signal SignalHead Emergency Lumin. Pad. D Foundation Lumin. Checked By: FIRM SERVICE FOR EXACT i i / / Pole on Offset Mast Distance From Preem t Mast Push Base f Pol1e Mount LOCATIONS. r ! ! No E.Mein St T7'pe Len th Pole on Mast DetectD Len Buttons Die. De th Notea Q' 1 � / P He ht Date: 6/5/96 i/ k 4+71.1 69.8'RT. 10-A 15, 1 By Engineer 2'0" 4'6" 36' &Sglmoun.Head OnBuPaL .Pok REVISIONS. 5+43.7 58.7'RT. 2A 50' 49.5-39.5'-27.5' - 2 By Engineer TO" 910" - CITY SUPPLIED 7/29/96 i O3 5+36.5 52.0'LT. 2A 15' 8/97 14.6' N 8/29/9 1 By Engineer 2'6" 7'0" CITY SUPPLIED 8/29/97 j / 4 4+88.4 52.3'LT. 2A 50' 49.5'-37.5'-25.5' - B Engineer TO' 910" CITY SUPPLIED AS-BUILT ;0/10/97 STREET 8L UTILITY LOCATIONS y 9' SEE DETAIL SHEETS Sheet Sheet# of Total 7-3� � WIRING COLOR CODE - PHASE AND FUNCTION LLI SYMBOLS A CONDUCTORS 12c NO.M AWG 12o NO.14 AWG 12c NO.14 AWG 12c NO.14 AWG 7 14 AWG NO. COLOR TRACE IND.NO. PHASE fUNC. IND.NO. PNASE FUNC. IND.NO. PHASE FUNC. IND.NO. PHASE FUNC. I O. PHASE FUNC. D 1 BLACK NONE 21 1 2,8 1 DWLK 22 1 2,8 1 DWLK 2d B DWLK SPARE SPARE O V 1-2"RIGID CONDUIT 2 WHITE NONE 2 8 NEU. 3A,6 2 NEU. 7,B B NEU. 10,11,12 6 U. 6 d NEU. 0 El3 RED NONE 2 8 RED 3A6 2 RED 7.8 8 RED 10,11,12 RED 6 4 RED w 4 GREEN NONE 2 B GRN 3A,5 2 GRN 718 8 GRN 10,11,1 fi GRN 8 4 GRN , 17 1-2"RIGID CONDUIT 5 ORANGE NONE 2 B YEL 3A.5 2 YEL 7,B a YEL 1 ,12 6 YEL 6 4 YEL •� +� 6 BLUE NONE 21 2,6 WLK 23 8 DWLK 24 8 WL SPARE SPARE •'�� 7 WHITE BLACK 21 2,6 NEU. 22,23 2,6 NEU. 24 8 U. 8 i NEU. SPARE -- NC1T 1(1 S(�i�l D B RED BLACK 1 4 flED SPARE $P 8RED Q El 9 GREEN BLACK 1 4 GRN SPARE PARE iL GRNCA TOLE POLE # 3 1-2"RIGID CONDUIT 10 ORANGE BLACK 1 1 YEL SPARE SPARE YEL Z ZPOLE # 4 RMNgL LOOP BLUE BLACK 4 NEU. 22 2,8 WL $PARE �VEL \STRfP (Typ DETECTOR 2 &ACK WHffE SPARE 23 B K SPARE / V 12 j F Z 3.NO.14 PED.PUSH BUTTON © 0.14 POLE TERM.TO VEH.IND. ® 1 NO,10 BARE COPPER GROUND a O h R J i PEDESTRIAN p J —_! C m 3.NO.14 OPTICOM 2 NO.M LIGHTS ® 7c NO. POLE TERM.TO VEH.IND. Q BUT-TON Crypj C G O ® 2c NO.12 LOOP LEAD �L 2 N0.6 AWG POWER(CONTROLLER) ® 6pr.NO.Ri AWG INTERCONNECT CABLE i O N 24 6c NO.14 PEDESTRI SIGNALS ® 2 NO.6 AWG POWER(LIGHTS) J J Y 0 O LL BOX (TYP.) CONDUIT RUN J SIGNAL MAST DRIVEWAY SWAY DESIGNATION (TYP.) ARM (TYP.) 11 RIGID CONDUITS 10 INDfC LE SIGNAL /�/� N NUMBER (TYR) FUTURE 4 a • > SIGNAL INDICATION OINDICATIONVEHICLEIGNTAYF, NDICATION I p`\ pN TAN'••,, D �------__-�_ ,, EST ---- MAIN S m ❑j 12'RIGID CONDUIT "'•S7ONAL•E�•'o EXISTING 1"PVC �- -- CONDUIT %W O J i WS-1 i i----__- 2-NO.6 CONDUCTORS I-- --JI I_WB--2 J J J LOOP DETECTORS ♦- � (n h 66 A❑ 2-2"RIGID CONDUITS J J J Q M 1-1 1,2"PVC CONDUIT *25D C D H F Q 2 m (.y H p a Z POLE # 1 K 11E (n W TYPO1 S MI-CU FE n e 1 23 O J OwQ I _U J z POLE # 2 Q ~ J � � z Q PEDESTRIAN SIGNAL CONTROLLER CABINET Q�= Q INDICATION (TYP.) I j = w PEDESTRIAN SIGNAL 21 NEW GROUND LOOP NEMA Z> _ INDICATION NUMBER (TYP.) I O ROD BOX AMPLIFIER VEHICLE DZ,S~ U MOVEMENTS J 0 2 Cn NEW TYPE "A" CH-1 Q W 22 OWER SERVICE CH-2 0 #1 Z>Z NTED ON SIGNAL CH-3 #2 VI Q Q 06 U PO' O.2 CHI • #3 Z z NEW OVE AD POWER CH • #4 F SERVIC U O Z POWER CO. CH-7 • LW Q #6 L J Q CC 1-2"RIGID CONDUIT ❑ CH-8 • N8 � W G H 2-2"RIGID CONDUIT POWER = Z E F L F- Q i CC O LOOP DETECTORS i' Q 2��' PED.PUSH BUTTON ,S A 01 02 03 04 N 4 m•, El1-2"RIGID CONDUIT �1 E.-W. PROJECT NO. O 2 1 .............--.---4::, Survey By: HKM 2-2"RIGID CONDUITS PED.MOVE. pas/8n By z � 05 06 07 08 N.-s. FIRM Draw,, By: KRH E:W. 3 RRM 1 8 Date: By..9/96 EMA MOVEMENT IDENTIFICATION - ...... REWS/ONS: PHASING DIAGRAM -8 PHASE NEMA CONTROLLER GROUND ROD X Sheet* of Total 10 16 POWER COMPANY SUPPLY (� y W ,C INSULATED CLEVIS N i) 120/240 VOLT CHASE& SUPPORT LEG LC � - _) SERVICE TWISTLOCK TYPE V PHOTO-ELECTRIC O U METER CONTROL WEATHER HEAD aZS ENTRANCE FITTING C TOP VIEW I" RIGID CONDUIT 3 OF NO.14 AWG ca 'z Qj O 4 C METER PEDESTAL- 30' CLASS 4 Z ro TYPES 2,7, 12 & 17 SEE SPECIFICATIONS TREATED TIMBER I� PEDESTAL- TYPES 1,6, I 1 & 16 N�k FOR DETAILS POLE ti -- —STAND-OFF BRACKETS QI METER SOCKET REQUIRED FOR CONDUIT, Q O METER BASE, AND CABINET 0�C ti NON-FUSED BREAKAWAY FUSED BREAKAWAY _ _ _ _____ _4 (REFER To APC ELECTRIC c > 10' MAX. SERVICE REQUIREMENTS & ' Q IDENTITY DESCRIPTIVE (TYP.) GUIDELINES - JAN 1994) 6 O � p SYMBOL & El 9 NO. WIRE SIZES NEMA TYPE 3R CABINET w✓ i 2" RIGID CONDUIT - HINGED,LOCKABLE COVER 3 OF NO.6 AWG 2" RIGID 3' MAX. Q f\ 6�� MIN. 1" RIGID N i METER BASE PLUG AND RECEPTACLE SHALL BE HOUSED IN WATER- 8 RESISTANT, SYNTHETIC RUBBER CAPABLE OF BURIAL WEATHER PROOF LOCK 4'-0"MN N.E.M.A. 3 e 10 IN THE GROUND OR INSTALLATION IN SUNLIGHT. (OWNER SUPPLIED) TYPE 3R EACH HOUSING SHALL PROVIDE A SECTION TO FORM CABINET 4 B A WATERTIGHT SEAL AROUND THE CABLE AND A POWER COMPANY SUPPLY 2'RIGID CONDUIT w,' B SECTION TO PROVIDE A WATER-SEAL BETWEEN THE CHASE& SUPPORT LEG 2 OF NO.6 AWG (CONTROLLER PCAI is TYPES 3,8, 13 & 18 TWO HOUSINGS AT THE POINT OF DISCONNECTION. & 1 OF GREEN JACKETED EACH KIT SHALL BE SUPPLIED WITH SUFFICIENT 3/4"SCHEDULE 80 PVC CONDUIT IW NO.10 AWG GROUND 5' MIN. 2" RIGID CONDUIT w/ 5 SILICONE COMPOUND TO LUBRICATE METAL PARTS 1 OF BARE NO.B AWG (GROUND WIRE) 6' MAX. 2 OF NO. 6 AWG 0 I OF GREEN JACKETED AND THE RUBBER HOUSINGS FOR EASY ASSEMBLY. No. 10 GROUND 6 —� 0 (CONTROLLER POWER( WHERE INDICATED A COPPER PIN AND A COPPER GROUND LINE 3/4" SCHED. 80 2 OF NO. 8 AWG & RECEPTACLE BOTH OF AT LEAST SOX CONDUCTIVITI PVC CONDUIT w/ I OF BARE NO. 10 GROUND SPACING AS El 7 R/Z� FUSED BREAKAWAY SHALL BE CRIMPED TO THE CABLE. THE RECEPTACLE — --'--- — — — I BARE N0.6 AWG ILUMINAIRE POWER( NECESSARY TO SHALL ESTABLISH CONTACT PRESSURE WITH THE PIN 3"MIN. SUPPORT METER THROUGH THE USE OF A COPPER BERYLLIUM SPRING BASE AND CABINET 8 7T AND SHALL BE EQUIPPED WITH A DISPOSABLE � t8'MIN. MOUNTING PIN. THE PIN SHALL BE OF AT LEAST HALF-HARD MATERIAL AND THE CRIMPING PORTION TO CONTROLLER 9 SHALL BE FULLY ANNEALED WHILE THE REST OF THE PIN IS MAINTAINED A ITS ORIGINAL STATE Of Ix 10 HARDNESS. THE RECEPTACLE SHALL BE FULLY 6' ANNEALED. THE PIN AND RECEPTACLE SHALL LOCK STABILIZER TOGETHER SO THE CONNECTION WILL BE MAINTAINED FOOT 5/8"x 8' MF-: 11 TYPES 4,9, 14 & 19 WHEN A MINIMUM FORCE OF 20 POUNDS TENSION 8-0' COPPERWELD �, IS APPLIED TO THE ATTACHED CABLES. GROUND ROD12 '--�L/ �- 0 FUSED CONNECTOR KITS SHALL CONTAIN A PAIR OF 120/240 VOLT UNDERGROUND B SPRING LOADED SOX CONDUCTIVITY CONTACTS FOR SERVICE BY POWER CO. 6' Q z CO J 1 0 GRIPPING A STANDARD MIDGET FERRULE TYPE FUSE. coPPERwELD � 13 4 THE CONTACTS SHALL BE FULLY ANNEALED AND GROUND ROD z Q Z NON-FUSED BREAKAWAY ADAPTED TO BE CRIMPED TO THE CABLE. 0 W Q ui i4 ELEVATION viEw TYPE "B" ELECTRICAL SERVICE DETAIL � o 4 15 4 4 NOT TO SCALE i U)= W Q LU U 16 10 to TYPE C ELECTRICAL SERVICE DETAIL Ln " " NOT TO SCALE 06 W 17 Q CL/L�1� Q LLj CID Z >Z 18 1-0,_ TYPES 5, 10, I S & 20 (D Q Q Q _U to 0 120/240 VOLT 19 —�- _ SERVICE 120/240 VOLT V Q~( m n SERVICE Q J W V 0 AWG N0.6 PHOTO-ELECTRIC 20 n o METER BASE AWG NO.6 CONTROL W NON-FUSED NON-BREAKAWAY METER BASE ~ J 1 AWG NO.14 = Z W LIGHTNING ARRESTER _ Q (TYPICAL) F LSIGNALA UIT BREAKER ICE LIGHTNING ARRESTER MP,2 POLE, Q E THROWCIRCUIT BREAKER CIRCUIT BREAKERI50 AMP, ( POLE, 40 AMP,1 POLE, I SWITCHANUAL QI NWATERTIGHT CONNECTORSSINGLE THROW "'E CABINETPE 3R SINGLE THROW AMP RELAY � ~ cNOT TO SCALE I N.E.M.A. TYPE 3R SINGLE THROW CABINET BARE AWG NO.6 � WG NO.6 BARE AWG NO.6 PROJECT NO. GROUND ROD AWG NO*10 GROUNDGROUND ROD--- - TO LUMINAIRES AWG NO.6 TOSurvey By: HKM SIGNAL CONTROLLER AWC N0.6-- TO N0.10 GROUND CONTROLLER Design By. RRM Drawn By: K R H Checked By: RRM "AS CONSTRUCTED" Date: 6/5/96 OCT., 1997 TYPE "C" SERVICE WIRING DIAGRAM TYPE "B" SERVICE WIRING DIAGRAM REVISIONS: 7/29/96 NOT TO SCALE NOT TO SCALE AS-BUILT 10/10/97 Shgqt# of Tot I 11 16 N a, a� LU ,c TABLE I POLE SHAFT SIGNAL ARM FOUNDATION TYPICAL SIGNAL MOUNTINGS Q W rn O O O OD ANCHOR BOLTS EO FO © O Oj OK OL OM ON y1p ® ®l o n p o O v ~ TYPE (1) LOWER SHAFT 15'.20',25'& 30' 8'SO. 171/," II/,' 111 1 "z 70"x 6'(OVERALL-76") q17'SQ. 9' 1'- B NC - 5" A325 II/y" II/z" 7 7'-0" 6'-i`TYPE (2) LOWER SHAFT 35',40'& 45' 19'S0. 19" II/z" 13'�"x 75'x 6"(OVERALL-81"I 0" 1� /i"- 7 N325 I�'z" I�i 8 7'-6" 7'-1" 2' INTYPE (21 LOWER SHAFT 50' 19'S0. 19" I� ' NOTE-PIPE RRACKETS SHALL BEC/x" 1�4"z 75'x 6'fOVERALL-BI") 0' t/°"- 7 NC - 6' A325 Ili" I;'.' 8 9'-0" 8'-7" 3'-0' -- C USED FOR MOUNTING TRAFFIC •O _ ' O AND PEDESTRIAN SIGNALS _ TO THE POLE SHAFT UNLESS ��yy .12 �1 yT OTHERWISE SHOWN ON THE W O MOUNTING POINTS 0 I ao® ®po I aDmC SIGNAL FACE PLANS. Q TABLE 2 . 2 * . * W STANDARD T Y 1 3 4 5 6 7 8 9 10 MAST ARM PIPE BRACKETS FOR POLE MOUNTING ELEVATOR PLUMBIZER CLAMSHELL POLE MOUNTING 1-t Cz "t EAERG ICLE MOUNTING TRAFFIC AND PEDESTRIAN SIGNALS MAST ARM MOUNTING PEDESTRIAN SIGNALS ONLY I� SIGNAL DETECTOR VEH SIGN PANEL SIGNAL SIGNAL SIGN PANEL LUMINAIRE SIGNALS PED.SIGNAL CONTROLLER CAB. Ci DESIGN AREA 12.0 SO.FT. NIL 8.0 50.F7. 9.0 S0.FT. 9.0 S0.FT.8.0 S0.FT.3,3 S0.FT. 9.0 S0.FT. 3.0 S0.FT. 4.72 S0.FT. > Q DESIGN WEIGHT 135 LB. NIL 100 LB. 105 LB. 105 LB. 100 LB. T5 LB. 210 LB. 80 LB. 200 LB. 3C Q) DRAG COEF.(CC) NOTES 1.2 NIL 1.2 1.2 1.2 1.2 0.5 1.2 1.2 1.2 STANDARDS SHALL BE DESIGNED IN ACCORDANCE WITH THE 1975 AASHTO STANDARD SPECIFICATIONS O Q FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES AND TRAFFIC SIGNALS (AND ANY TABLE 3 A C AMENDMENTS THERETO). 15' 20'& 25' 30',35',40'& 45' 50' DESIGN WIND VELOCITY SHALL BE 90 M P.H. t� DESIGN AREA = AREA WITH MAXIMUM WIND LOAD (WIND IS PERPENDICULAR TO STANDARD. AS SHOWN). MTG.PTS. *I,*2 &*3 *1,*2,*3 &*4 *t,*2.*3.*4 &*5 *1,*2,*4,*5 &*6 DESIGN WEIGHT = DEAD LOAD. ALL TYPE (1) LOWER SHAFTS SHALL BE DESIGNED FOR 30' AND A MOUNTING HEIGHT OF 45'.///��� ALL TYPE (2) LOWER SHAFTS SHALL BE DESIGNED FOR A 50' AND A MOUNTING HEIGHT OF 45'. A 10 NC - 3' A325 (TYP.) ANCHOR BOLTS SHALL BE A449 OR EQUAL. TOP END SHALL BE GALVANIZED AND THREADED 12"(MIN.I. - ''�" - II NC - 21/z" A325 ITYP.) WELDING PROCEDURES, SYMBOLS, BASE METAL SPECIFICATIONS AND GRADES MUST BE CALLED OUT PRIOR TO FABRICATION OR APPROVAL. 10" - + POLE SHAFTS, ARMS, AND ACCESSORIES SHALL BE GALVANIZED �- 45°(TYP.) REMOVABLE PER ASTM DESIGNATION A123. CAP 14�/=' 2" SCHEDULE 40 A53 PIPE L 21/v (BREAK SHARP EDGES FOR WIRE PROTECTION) *7 15 PEDESTRIAN 0 PUSH BUTTON WHEN SPECIFIED 7" o s 1 Y4" THREADED SCHEDULE 40 1 ©(TYP•) 2" SCHEDULE 40 A53 PIPE A53 PIPE (BREAK SHARP EDGES 2" SCHEDULE 40 A53 PIPE 9'/t" 7" (BREAK SHARP EDGES FOR FOR WIRE PROTECTION)TIONI (BREAK SHARP EDGES FOR I WELD HOOK TO PORE EXTEND CONDUIT H o s � SHAFT FOR SUPPORT WIRE PROTECTION) * WIRE PROTECTION) ABOVE BASE OF SHAFT I. i OF WIRE CLAMP 2 1" I SIGNAL MAST ARM LUMINAIRE IIA � � FILLER 2'- 0" MIN. '/A" PLATE TOP, MATERIAL 3'-4' MAST ARM 1" GROUT UPPER *3 *I.*4,*5 &*6 LUMINAIRE ARM ANCHOR BCL' �'i° PLATE 1 BOTTOM AND SIDES SHAFT - - MIN.II GAUGE 2" BEVEL PROTRUSION -+- I" PLATE 11/z" SCHEDULE 40 A53 PIPE '+ a1t ' FACE OF CURB 5- TO 7�/z" (BREAK SHARP EDGES FOR 7 ==y� WIRE PROTECTION) LUMINAIRE ARM CONNECTION ° m 2" 6'/=' 6yz" 2%2" UPPER SHAFT MIN.II CADGE I � 2 0' 2 I �� 4"LOWER SHAFT FOR *I,�`2,*3,*4,*j &*6 FOR 7NOTE-REMOVABLE CAPS SHALL BE C0UPL ING DETAIL CA BOTTOM PLATE SIDES SUPPLIED WITH EACH COUPLING =--1 O 0 II I BOTTOM AND SIDES EXCEPT FOR*8. *9 &*10. (NOT APPLICABLE TO*8,*9 &*101 NOTE-LUMINAIRE ARM AND SIGNAL COPPER GROUNDING Q z m ARM ARE IN THE SAME STRAP BETWEEN CLASS "D" LU VERTICAL PLANE, ON THE ANCHOR BOLT, CONCRETE OL SAME SIDE OF THE POLE. CONDUIT AND BARE A36 PLATE I I I I AWG NO.6 GROUND FOUNDATION O z Z WIRE 4-ANCHOR BOLTS c Lu O 12.5' OA I I__ C= LU 0 OJ *1 2'51 SIZE AS REDID.4F2 12' 8 N0.6 BARS J Q Ur REMOVABLE CAP LANE USEMOUNT CONTROL 12, EQUALLY SPACED .__I _ 5" SIGN - LEVEL 35'&45' S" Q W STREET NAME SIGN - MOUNTING 3" 0 0'S 3' MOUNT LEVEL HEIGHT SIGNAL ARM CONNECTION 3* Z Q TYPE "C' *4 2.5'31.5' 0.S MOUNTING BRACKETS - NO-a� J SEE DETAIL SHEET *5 TYPE "D" 6* Q LU Z MOUNTING BRACKETS - Z Q Z Q SIGNAL ARM SEE DETAIL SHEET MIN. 7 GAUGE TYPE (1) OR (2) cc UPPFR SHAFT I I ARROW TO BE LEF7 OR RIGHT, LOWER SHAFT GAUGE SAP z C ' OR BOTH AS REQUIRED. _� * M U Q� J �j" PLATE PUSH PORCELAIN ENAMELLED SIGN, 8 I$ ELEVATION AT BOTTOM OF TRAF. O OF ><4 HOOPS Q PUSH SIGNAL HEADS (FIELD MOUNTED) LL U) BUTTON 5" x 73'z", BLACK LETTERS BUTTON .` SPACED EQUALLY LL_J Q Z WAIT FOR ON WHITE BACKGROUND. WAIT FOR AT ABOUT V- 0" W A36 PLATE GREEN BACK OF CASTING SHAPED TO WALK *9 IS ELEVATION AT BOTTOM OF PIED. p 6 BAR ITYP.) CENTERS ,SIGNAL, FIT CURVATURE OF POLE. .SIGNAL, SIGNAL HEADS (FIELD MOUNTED) O tr 6 MN. M LONG , - 21/z" CLEARANCE =Z 13"SO. O O *10 IS ELEVATION AT BOTTOM OF USE GRADE 60 REINFORCING STEEL I--Q FOR COLOR FOR "DON'T WALK-WALK" CONTROLLER CABINET (BAND NOUNTEDI IF TYPICAL FOUNDATION O SIGNAL SIGNAL Z LOWER SHAFT PROJECTING FROM SHAFT 2".SCHEDULE 40 ASWITHIPE. I 10 IS' HANDHOLE REMOVABLE CAP. BREAK SHARP EDGES V w AND COVER FOR WIRE PROTECTION. 7 O ti ) o u 45°ITYP.) /z" NUT HOLDERaTAIL PEDESTRIAN PUSH BUTTON SIGN FOR GROUNDING 4'11 2A & 3A STANDARDSNOTE-A HANDHOLE DA36 PLATE AND A NUT HODETAIL SHALL IB" REMOVABLE COVER PLATE REQUIRED. SHALL BE PROVIDED w17H PROJECT NO. EACH POLE SHAFT �i A5 CURB ° PLATE I O TERMINAL NOTE-COVER PLATE DETAIL I I COMPARTMENT Survey By SHALL BE REQUIRED. LOWER SHAFT 45°(TYP ) \O O Design BY.• RRM POLE Drawn By: KRH - � , O SHAFT SIGNAL CITY SUPPLIED Checked By: RRM J B SHAFT TO SHAFT Date: 6/5/96 SLOT ANCHOR BOLT + l/." (TYP.) MOUNTING PLATES DETAIL �e TYPE 2A TYPE 3A REVISIONS: A36 PLATE 7/29/96 TYPICAL ORIENTATION FOR 4/8/97 BASE DETAIL "AS CONSTRUCTED" AS-BUILT 10/10/97 PIPE BRACKET MOUNTED SIGNALS OCT., 1997 Shealk f Total �.,ox 12 16 a� W .c Q � Lo V � 4"' 7 " S HOLE O U ~ 0 MAST ARM LENGTH (3) ��" - 10 NC - I-Y4" A325 BOLTS USE GRADE 60 REINFORCING STEEL N C SEE POLE SCHEDULE AP Q ,O ,C s #6 BARS (4'-1" LONG) O m 2" � °: �. (8 TYPICAL) CL ° '� �� ° #4 HOOPS AT5�� ( vI'-0" CENTERSN ANCHOR BOLT " PLATE (4 TYPICAL) •° ANCHOR BOLT CIRCLE SINGLE MEMBER TYPE /4 °' j MASTARM (TYPICAL) I ` ti z �4" PLATE Q) •�— I" PLATE 2-1/2" CLEARANCE Q SECTION A—A LUMINAIRE ARM CONNECTION GROUNDING LUG r � I ° N0. AW BARE GROUND WIRE A 3 FROM 4 THROUGH 1 2I N LUMINAIRE ARMS � OR PIGTAIL EXTENSION FOUNDATION AT LEAST " 2" 3" • II I,i ln °. •° II I 11 I I II .I I I . COPPER GROUNDING STRAP BETWEEN II i�II ANCHOR BOLT, CONDUIT & NO. 6 AWG 11 II II II II 0 11 11 II II a 11"11 BARE GROUND WIRE OR PIGTAIL A ° A 2'-O" II �i II EXTENSION. v II 111I II—�I II II " II I II In II I II - 1 S II II . FOR MOUNTING HEIGHT SEE POLE SCHEDULE ° ° # ° O W ° I�2'-0" L 3" TYPICAL OF ALL FOUNDATIONS J� F' =J < z CO Z OwQ Q J 4"x 6" REINFORCED BREAKAWAY BOLT Q Z Q HAND HOLE & COVER COUPLING (ONE Q U)_ OF FOUR) W Q CAST ALUMINU z FRANGIBLE T NSFORMER z c. F— Q BASE WITH CCESS DOOR J 0 z>Z Q 1'-6" 2'MIN. 2" BEVEL Ur Q Q BOLT BREAKAWAY BOLT V) COVERS COUPLING � �Z L� •:IL'll.'.'ll•. �r �T ��.•.a -n V O r . . �T '?.n li Il.u° LL J� ' II.1 II IL II ll u I u W J Q �21''� 11 11 II °• .II II II. II 11 11. W l�J v u u u u •II n 11 Q— ° iiell. 6" TO BE FORMED II AT THE TOP TO 0 A 2'-3" DIAMETER =Z ° ° Q . ° NOTE—TOP OF CONCRETE FOUNDATION SHALL ° � ° BE FLUSH WITH THE GROUND LINE. ° c. /EAKAWAY A HANDHOLE DETAIL AND A 1/2" NUT °HOLDERDETAIL (FOR GROUNDING) °° BOLT CO R Q,SHALL BE REQUIRED. ' Q)CO ♦�ANCHOR TRANSFORMER INGTYPE 10—A POLE (BREAKAWAY TYPE) ( YPE) 7&y: KRH L BASE TYPES FOR LUMINAIRE STANDARDS By: HKM Checked By: RRM "AS CONSTRUCTED" Date: 6/5/96 REVISIONS: OCT., 1997 AS-BUILT 10/10/97 Sheet# f Total "s. " 13 i IvQ) W aW rn L0 O " LnO a .o o�j o ro Q ? N VENT FAN WITH Q THERMO. SWITCH VENT FAN WITH AT TOP OF CABINET THERMO. SWITCH AT TOP OF CABINET N Q rz h q) ��LOCK LOCK Q A`INSET DOOR PAINT CABINET INSET DOOR A 2 -10 ALUMINUM 4'-0" PAINT CABINET ^ ALUMINUM LOCK LOCK HANDLE HANDLE VENTS WITH VENTS WITH FILTER I -7 FILTER 2'-4" CLEARANCE BETWEEN CONDUIT CLEARANCE BETWEEN CONDUIT FITTINGS AND CABINET SHALL FITTINGS AND CABINET SHALL CONDUIT BUSHING CORRESPOND WITH THE LAYOUT CORRESPOND WITH THE LAYOUT "°UN rq�;°•.,, (TYP. ) OF THE BOTTOM OF THE CARINFT. CONDUIT BUSHING ;°4.;.......••., ft ft (TYP. ) OF THE BOTTOM OF THE CABINET. y'• I II II 2" BEVEL Iftl Iftl =111 oiv=1 11 1111=IIII=IIIIy.i''rr ui unr n I 1 l lI v1 l/v' nIIIII""IIiI IIIIiIIII v .v' .i„IIIaiI"IIIIIIII IIIiIIiIIIIIII uIIIiIuIiIIIInIIIIiIIIIIIiIIIIIII IIInnInIiIuI1II1II1III1IIIIIiI' 'I""II�IIII III,IIII .p p o' IIII— =.1.. nIIIaiIIIIiIIIIIIII uiiI„III,I,IIIItliiIIII rIIIIliIIllII pp _" 'all r uI II v I'II III p II„IIInIIi1IiIIIII''u1IiIIIIII1I1iIIIII In1III1"iIII1IIII1iI ' 2-ON" B EVEL(TYP. ) (TYP. ) I III-III=IIII _: 1=III IIiiIIIIniIiIIiiiIII.i"IIIIni"uIiIII,IIi rI"Ilii1i'I v vIII=I III=II 1 1 =1 1 1-II •. ,/foi„ �•OK•hQ•T NQ. sB.R�KA�.�1L[T,W�•E CLASS "D" CLASS "D" CONCRETE CONCRETE FOUNDATION ii iii (MT. DEPT. WATERTIGHT fMTWATERTIGHT FOUNDATION TRANS. SPECS. DEPT OF CASKET REQUIRED CASKET REQUIRED TRAS. SPECS.r,, II ii iiii t „ ,/ ,,•,. BETWEEN CONCRETE & ''/Z" SCHED. 80 BETWEEN CONCRETE & BOTTOM OF CABINET. PLASTIC CONDUIT v II II II II IIz" SCHED. 80 BOTTOM OF CABINET. PLASTIC CONDUIT ANCHOR BOLT 0 1 BARE NO.6 AWG I I BARE NO.6 AWG CONDUIT to n " CONDUIT - ANCHOR BOLT 2 -0 1/2" DRN (TYP. ) 1/GAIN (TYP. ) SLOPE- 11=:.' III_III= =III_ =-III=111I IIII=IIII v GROUND LINE I _ JCONC. PAD i iiii 4" ICK CONC. PAD GROUND LINE _4THICK JWHEN WHEN REQUIRED 3" MIN. CONC. PAD T3" MIN. >REQUIRED CONC. PAD - u.II WHEN REQUIRED WHEN REQUIRED J Q mZ No 11 II II W11 QIIII= to = W ? �, v ii ii it CONDUIT SIZE & p ii ii v o v It III n u n u n CONDUIT SIZE & v " " z W t "II N0. AS REO'D. a II - II "II N0. AS REO'D. ��'" z Z n II��` (TYP. ) ii �� "' (TYP. ) 1i �I� W Q Q _____----_---- B .�—_____ II `:. ., U �. Q v - J �9 Q Q W V) cz W z p l� �JI aS cn Lu I 3 2" 2 -0 4 4" 2�-9 J W Z > Z FRONT ELEVATION SIDE ELEVATION FRONT ELEVATION SIDE ELEVATION U Q Q W Z J v01.- J TYPICAL CABINET DIMENSIONS (t) 5/8" x 8' COPPERWELD 5/8" x 8' COPPERWELD EL J y) O TYPICAL CABINET DIMENSIONS (+) WIDTH = 30" GROUND ROD w/ CLAMP GROUND ROD w/ CLAMP I.L. J LL) HEIGHT = 51" WIDTH = 44" DEPTH = 17" HEIGHT = 56" Q z DEPTH = 26" Q U 0 CU Q) TYPE_W" CONTROLLER CABINET & BASE DETAIL TYPE "P" CONTROLLER CABINET & BASE DETAIL a ti NOT TO SCALE NOT TO SCALE 7By.. RRM Checked By: RRM "AS CONSTRUCTED" Date: 6/5/96 REVISIONOCT., 1997 AS-BUILT 10/10/997 Sheet* ILI Total 14 16 h W .% Q � W � En O � N Ob V$ v a 06o N0. 8 CRIMPED HIGH CARBON STEEL C WIRE SPACED AS SHOWN. 6 ONE WAY. �1 z p 5 THE OTHER WAY. zi c ++—++—'+++ +++++ n) Q C L CONCRETE FOR PULL BOXES SHALL BE CLASS "DID" OR EQUAL 3/8" BRASS J BOLT WITH •` I" DIAMETER BEND ONTAn W 2. 2. 2. L �'•�RO 2 2" 2" a 91E i W 2. .,SSiONA L" 3 1/2"rIIDW 1 I IOL 1 — D •I REINFORCED CAGE �• 'I NO. 16 GALVANIZEDL Lf) 3/4" MESH �• ,I TM 3/8" BRASS HOLD DOWN BOLTWITH HEXAGONAL BRASS NUT. ZU)Ui 0C) Z OwQ J �_ PULL BOX CONCRETE Q~C7 ~ Q Lu= W Lu ELECTRICAL BOND, NO.6 AWG MINIMUM DIMENSIONS ay COPPER OR EQUAL TYPE I TYPE II z BACKFILL TOP 6" WITH L = 19-1/4" L = 25-1/4" J EXCAVATED MATERIAL W = 13-1/4" W = 16-1/4" AND TAMP SECURE D = 12" D = W Z>z m 6" C7 Q Q J IDL = 14-I/4" I D L = 20-1/4 8 " NO. 30 FELT PAPER D W = -1/4" I D W = II-1/4" Z J 0 SEPARATION C L = 15" C L = 21" V O IL v C W = 9" C W = 12" J(n CONDUIT IN PLACE Q 23" AS REQUIRED LLl O �Q O O 00 60 I" CLEAN STONE z O DRAINAGE V O 411 w CL 1-z � TYPE 1 & II CONCRETE PULL BOX DETAIL r CT NO. NOT TO SCALE HKM RRM KRH Checked By: RRM Date: 6/5/96 "AS CONSTRUCTED" REV1SiD1vS: OCT., 1997 AS-BUILT 10/10/97 Sheet# of Total 15 16 m NOTE: C THE MAX. DEPTH FROM THE EXISTING SURFACE CURB & GUUTER COVER W N TO THE BOTTOM OF THE LOOP CONDUIT ~ C 90 DEG. SCH. 80 SCH. 80 TO BE 6". SAWED SLOT Q W PAVEMENT PVC TEE 0)L() PVC ELBOW BITUMINOUS � ' ' •' '' "' '' ^\ \ _> PLANT MIX ,V ..••'a.; . ��� V `J PATCH= E%ISTING PULL BOX V 1" MIN. O V. -% PAVEMENT = SCH. 800 PVC v �• N vi 0 ,� TO PULL BOX a v a C 0 < PREFORMED FILLED LOOP = a ' SAND cp z 12' -%" SCH. 80 BACKF ILL o i o {'VC (TYP. ) -_.___. _ I/z" -�i" PVC �+ LOOP CONDUIT SCHEDULE 4 40 CONDUIT yNt EXISTING TWIST WIRE 2 TURNS BASE COUR�d PER FOOT IN CONDUIT N 90 DEG. SCH. 80 TEE TYPE CONDUIT FITTING. yk 90 DEC. SCH. 80 I DIMENSION AS SHOWN ON PLANS I PVC ELBOW PLACE CLEAN STONE DRAINAGE UNDER ' Ci PVC ELBOW I' TEE (1' SQUARE BY 2' DEEP). NOTE: PREFORMED LOOP INSTALLATION IN Q ALL JOINTS TO BE SOLVENT EXISTING PAVEMENT WELDED. Q NOT To SCALE TYPICAL LOOP LEAD—IN w/CURB & GUTTER TO PULL BOX DETAIL c 0 PREFORMED LOOP DETAIL NOT TO SCALE NOT TO SCALE Q r\ - j-PAVEMENT AS PER PLA N � LOOP LEAD LOOP LEAD COVER TRAFFIC RAFF IC ASE /\ /z" -Y1" PVC ON7Ati"'•., SCHEDULE'• ', - 40 CONDUIT PULL BOX r 3-TURNS pOBER' TWIS WIRE TURNS M i u12 AWG WIRE 4-TURNS PE DOT IN NOUIT �� 12 AWG WIRE esis,c t.fp -TEE TYPE CONDUIT FITTING. �"""AL PLACE CLEAN STONE DRAINAGE UNDER TEE (1' SQUARE BY 2' DEEP), PREFORMED LOOP WIRING DETAIL NOT TO SCALE STEM DETECTOR LOOP D IL NOT To SCALE TYPICAL LOOP L D—IN WITHOUT CURB & GUTTER TO PULL BOX DETAIL m6— —i -- NOT TO SCALE NOTE: Q Z m .THE MAX. DEPTH FROM THE FINISHED SURFACE W LLJ TO THE BOTTOM OF THE LOOP CONDUIT r,Q Q 0 BE 6". SIGN PANEL iq7 3'q" X3'q" ALUM. O Z Z I" MIN. NEW PAVEMENT 0 RLAY CHANNEL P W Q Ur INLESS Q = z ANDINGyIGN ATTACHMENT /q STAINLESS 7 / I, HOLES a 6" CTRS. STEEL BANDING Q LLL,= z SAND 5 BACKF ILL IST. PAVEMENT ii ii Z p� O nLOOP C DUIT SIGN PANELEXIST. BASE C IR,AZ > Z FT OR MAST ARMQPREFORMED L OP INSTAL TION IN __�„_ �LBAND-IT PRODUCTS OR 5 V) EXISTING PAVEMENT NEW ERLAY DETAIL ,_> EQUAL /5" HEX HEAD BOLT SHAFT, MAST ARM OR POST V 0 ��xxNOT 0 SCALF NOTE ii ii �'' LWL J Q DOMINIMUM OF 2- < WBRACKETS PER SIGN. ii ii zFIBER WASHER 0 Q cc Yq" XY4' ALUM. O O NOTE CHANNEL i i ZTHE MAX. DEPTH FR THE FI SHED SURFACE TO THE BOTTOM OF HE LOOP NDUITTO BE 6 RODUCTS OR '� �i N O EQUAL I" MI NEW PAVEMENT I� BAND-IT PRODUCTS OR 4 in SIGN PANEL EQUAL NOTES AS CONSTRUCTED SAND V XY'q" ALUM. I. SPACING - PLACE 3" FROM �� " BACKFILL CHANNEL END OF SIGN. MAX. SPACING PROJECT NO. BETWEEN SUPPORTS=12". OCT. 1997 0/RMED CONDUIT €� SIDE VIEW 3� FRONT VIEW NEW BASE COURSES 2. ALL METAL USED IN THE FABRICATION OF THIS TYPE OF MOUNTING BRACKET SHALL Survey 8y: HKM BE OF STAINLESS STEEL OR CADMIUM PLATED RRM HI-CARBON STEEL, OR GALVANIZED STEEL TO Design By.• PREVENT UNDUE CORROSION AND STREAKING. Drawn s,, KRH PRE LOOP INSTALLATION IN SECTION VIEW Checked By: RRM EW PAVEMENT Dare. 6/5/96 NOT TO SCALE TYPICAL SIGN MOUNTING BRACKET — TYPE "C" REVISIONS- TYPICAL SIGN MOUNTING BRACKET — TYPE "D" AS-BUILT'10/10/97 NOT TO SCALE NOT TO SCALE Sheet# o/ Total -W,,W 16 1