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T_5798_S
i I /[ 'I . , CONSTRUCulON NOT~~= ,G) REMOVE AND SALVAGE CALTRANS TYPE 170 CONTROLLER ASSEMBLY AND TYPE 332 CABINET. FURNISH AND INSTALL CAL TRANS TYPE 170E CONTROLLER ASSEMBLY WITH TYPE 332 CABINET (CABINET DOOR TO FACE STREET), DETECTOR SENSOR UNITS, CONFLICT MONITOR, COORDINATION TELEMETRY, AND ALL OTHER AUXILLIARY EQUIPMENT NECESSARY TO PROVIDE THE INTENDED OPERATION. THE TYPE 170E CONTROLLER ASSEMBLY OPERATIONAL SOFTWARE WILL BE FURNISHED BY CAL TRANS. SEE SPECIAL 'PROVISIONS. \ \ \ \ \ INSTALL EVP CABLE TO END OF MAST ARM OR COIL 50' IN PULL BOX. FURNISH AND INSTALL TYPE 19 POLE, WITH 25' MAST ARM, 12" VEHICLE INDICATIONS, PEDESTRIAN INDICATIONS, 2" CONDUIT , WIRING , # 5 PULL BOXES AND 6' X 6' INDUCTIVE LOOPS. REMOVE TYPE 17 POLE AND FOUNDATION. INSTALL THERMOPLASTIC CROSSWALK OLTAGE \ \ \ S LIGHTING \ i,.\ 1. ' 2. TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION- SHALL CONFORM TO THIS PLAN, STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND ·STANDARD PLANS (DA TED JU[.. Y 1992) AND THE SPECIAL PROVISIONS. 2"C, 3#4 (SERVICE) #3 1 /2 (EDISON) - - co \ 4=' #3 1 /2 (EDISON) \ \ \ \ CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDE ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS-REQUIRED FOR THE INTENDED dPERATION. 3. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. ~L 4. UNDERGROUND SIGNAL CONDUCTORS SHALL NOT BE SPLICED. 5. ALL SALVAGED MATERIALS AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR EXCEPT AS NOTED (TYP.). 6. g,\L\¼'.CEE TYPE 170 COMffiObbE~S SIIALL BE 7 . 8. NEW POLE 4 SHALL BE INSTALLED AND OPERATIONAL PRIOR TO REMOVING EXISTING POLE 4 REMOVE EXISTING CONFLICTING STRIPING I MARKINGS. CROSSWALK LINES TO BE THERMOPLASTIC (ALKYD) Utilities shown on the plan are based on available records. Contractor shall take extreme care ir1 avicding damage to existing utilities. Contractor shall contact Utility Agencies to determine exact location prior to excavation. l!ilCONDUCTOR SCHEDULE AWG CIRCUIT ill ~ & & & & ¢ 2 ---3 3 ¢ 4 ---3 -3 ¢ 6 -3 3 -- ¢8 3 3 3 -- ¢ 2P ----2 ¢ 4P -2 2 -- ¢ 6P 2 2 2 -- ¢ SP 2 2 2 -2 #14 ¢ 2 PPB & BPB ----1 ¢ 4 PPB & BPB -2 2 -- 0 6 PPB & BPB 2 2 2 -- 0 8 PPB & BPB 1 ' 1 1 1 2 I PPB & BPB Common 1 1 1 1 1 . Flasher (Curb) ---1 1 Ilium, St. Name Sign -1 --1 Spares 3 3 3 3 !l EVP 1 2 2 1 - TOTAL 15 24 26 10 19 Signal & Sign Common 1 1 1 1 1 #10 Luminaire -2 . 2 -2 TorAL 1 3 3 1 3 ¢ 2 ----\ - LOOP ¢ 4 -1 1 -- DEL ¢ 6 ---2 2 ---.. CABLE 4#18 ¢ 8 ----1 I---TOTAL -1 1 2 3 12 Pair 1119 Interconnect Cable 1 1 2 -- Conduit Size 11:,_5· 2.5" 2.5" 1.5" 1.5" E i E E E 1!11 REMOVE EXISTING CONDUCTORS AND INSTALL NEW THROUGHOUT EXCEPT AS OTHERWISE NOTED. E = EXISTING 3 3 3 - 2· 2 - 2 2 1 - 2 1 1 1 3 - 26 1 2 3 - ~ 2 1 3 - t' E I+- 3 6 6 3 2 4 2 4 2 3 2 3 2 1 _.£__ 6 2 53 2 - 2 2 1 2 1 6 2 (2)3" E ' I PR #19 TRAFFIC INTERCONNECT ROLLER AT 28TH STREET 1 "c ' 1-DLC # 1/2 1.5"C, 3#4 (SERVICE) - HIGH VOLTAGE SERIES LIGHTING - \ \ . 9 \ I I 6' 14' 2 I I C£ 14• I 6' HIGH VOLTAGE SERIES LIGHTING 0 ----=::::::.. ..:-= 1 "C , No. C 22045 EXP. 9.30- 1-DLC No. CD 0 0 0 ® ® 0 ( BJ (9) POLE N N N 0 DATA ,. PHASE..,FUNCTION""SEQllJ~C"JCCE DIAGRAM -e----«>-. SCALE: 1" 20' VEHICULAR & PEDESTRIAN jj l I MOVEMENTS PER FUNCTION -=:r----e- 10' 20' 50' ~~ NEMA PHASE DESIGNATION 2 6 4 8 FUNCTION TYPE . DP DP SP SP I SEQUENCE WITH CALLS ON ALL PHASES 1''C, 12 PR #19 TRAFFIC INTERCONNECT TO CONTROLLER AT 32ND STREET 1 "C, 2#14 (FLASHER) & 1-DLC \\ --__,___ . \, NEWPORT BOULEVARD HIGH VOLTAGE SERIES LIGHTING I £ fOLE $CHEDULIE ~!ELI □ £$$~@~~~~Li ~©MJ~fQ'JDJJl~ No. PHASE SLOT FIELD TERMINATION 1 2 !2U T2-5&6 2 2 12L T2-7&8 3 2 13U T2-9&10 5 6 J2U T3-5&6 6 6 J2L T3-7&8 7 6 J3U T3-9&10 8 6 J3L T3-11&12 . 4 4 I6U T4-9&10 9 . 8 J6U T5-9&10 PPB 2 !12U T8-4&Com 6 PPB 4 I12L T8-5&Com 6 PPB 6 I13U T8-7&Com 9 PPB 8 I13L T8-8&Com 9 SIGNAL HP SOD VAP SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION ILLUMINATED SIGN TYPE LENGTH MA MA WATTS VEH MA PED PHASE POLE QUAD -A B N MESSAGE ( dbl.face l 17-2-70' 30' 20' 12' 250' SV-2-T MAS SP-2-T 6/4/4 South/West/North --2' 2.5' -30th Street 1A 10' ---lY-1-T -SP-2-T 6/8/6 South/North/East E x i s t i n g -- 1A 1 O' ---lY-1-T --B South E X i s t j n g -- 19-2-70fN 1 30' 25'1 N \ (N)15' ';<1)250' SV;;:J, TB 1-1-'.'r SP-;-,~-T 8(N) South ,, 2.5' -30th Street (R) -;-. PPB F._os· 4'-7 ------2/8 West/South --8' 2.5' -- ,CR., 2/4/2 1A 1 O' ---lY-1 -SP-2-T East/North/West --3' 2.5' -- PPB Pos· 4'-7 ------8 North E x i s t i n g -- MARBELITI 30'-9" -12' 250' SV-3-TB -SP-2-T --E X i s t i n g -- PPB POS 4'-7 ------4 North E x i s t i n g -- ' . . .& EQUIPMENT IS EXISTING EXCEPT WHERE SHOWN ( N) NEW ( R) RELOCATE EXISTING. 1----~-~--R_EV_I_SIO_NS_, ---~----I APPROVED ~ ~ TRAFFIC SIGNAL MODIFICATION DATE BY APP'D &<-l ~~~~~~ .___-+--f------------+-----1 R.E.T~~FIC.220':iER NEWPORT BOULEVARD / PLAN DATE -Er.f'l ·99 . 30TH STREET DRAWN 12 DESIGNED 1--+---+-------------<---+-...!.."~---1-~~ ... Me=.---1 CITY OF NEWPORT BEACH T-S 198-~ CHECKED.Jff DATE PUBLIC WORKS DEPARTMENT SHEET / OF/ • . ' NB-30.DWG ~ z I 0 r 0 ~ 8 0 0 " " D g /l ;:: " ~ 0 < -z 0 C z < C ~ . " a 0 ' ~ " ► '" " " _m n ► r s 0 D z ;; " \; z I 0 r 0 ~ i< n 0 0 ~ " D D /l m 0 " D ,. rn ,:: C < z □ C z E < C ~ . 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