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HomeMy WebLinkAboutT_5992_SCONDUCTOR TABLE RUNS AWG CIRCUIT & £ & & ¢1 --- - ¢2 3 3 3 3 ¢3 - -- - ¢4 - --- (115 - - - - (116 3 -- - (117 --- - (118 --- - 14 (112P - - -- ol2PPB - -- - (114P 4 2 -- (114PPB 2 I - - ¢6P - - -- ¢6PPB - - -- ¢8P 4 4 4 2 ¢8PPB 2 2 2 I PPB COMMON 2 I I I I.S.N.S 4 2 2 2 SPARES 3 3 3 3 TOTAL 27 18 15 12 SIG COMMON 2 1 I 1 10 LUMINAIRE 4 2 2 2 TOTAL 6 3 3 3 ¢1 - - -- ¢2 2 --- ¢3 - -- -DLC - --- PHASE DIAGRAM ¢1 ¢2 i (113 1M NOT USED NOT USED <J-----c> ¢5 ¢6 i ¢7 ¢8 NOT USED NOT USED <J-----c> DETECTOR SCHEDULE SENSOR LOOP DETECTORS UNITS CHANNEL RACK TYPE 1 e 1-¢2 I 2 • 2-¢2 I e 1-¢6 2 2 El 2-¢6 @ CALL HOLD/EXTENSION CAPABILITY STRIPING NOTES (D INSTALL 12' \./IDE CROSS\./ALK \./ITH LADDER BARS, YELL□\./ THERMOPLASTIC, 10' INTERIOR \./IDTH. 2' BAR, 4' SKIP. @ INSTALL 12' STOP BAR IN \./HITE THERMOPLASTIC, 50' TD CROSS\./ ALK. @ INSTALL PAVEMENT LEGEND IN \./HITE THERM□PLSTIC. 0 REMOVE CONFLICTING STRIPING. ¢4 CABLE ¢5 I. 2. 3, 4. 5, 6, 7. 8. 9. OJ 0 G §] - -- -2#12 ¢6 2 - -- ¢7 --- - ¢8 -- - - TOTAL 4 - - - SIC 12 #19 2 - - - CONDUIT SIZE 3-3' 3' 3' 3' GENERAL NOTES: ALL MATERIAL, EQUIPMENT, & \./ORK SHALL CONFORM TD THE CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS, DATED JULY 2006 AND THE SPECIAL PR□VISIDNS FDR THIS PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TD DETERMINE THE EXACT DEPTH OF ALL UNDERGROUND UTILITIES IN PROXIMITY TO NE\./ POLE FDUNDATIDNS AND CONDUITS BY PDT-HOLING. HAND DIG F□UNDATIDNS UNTIL CLEAR OF OBSTRUCTIONS. CALL UNDERGROUND SERVICE ALERT AT (800) 227-2600, 1 \./EEK PRIDR TO CDNSTRUCTIDN, CONTRACTOR SHALL EXERCISE EXTREME CAUTIDN TD AVOID DAMAGING EXISTING UTILITIES. AFTER DETERMINITION OF EXACT LOCATI□NS OF ALL UTILITIES AND OBSTRUCTIDNS, OBTAIN APPROVAL FDR POLE AND CONDUIT LOCATIONS FROM ENGINEER. NE\./ INDUCTIVE LOOP DETECTORS SHALL BE TYPE E \./ITH 2' STUB-OUT, EXCEPT AS SHO\./N, CENTERED IN THE TRAVEL LANE. NE\./ PULLBOXES SHALL BE LIGHT\./EIGHT FIBER MATERIAL NO. 5 MINIMUM, UNLESS NOTED. ALL NE\./ PULLBDXES SHALL BE INSCRIBED 'TRAFFIC'. NE\,/ CONDUIT SHALL BE 2' MINIMUM NOTED. ALL CONDUIT UNDER PAVING AUTHORIZED BY ENGINEER. HIGH DENSITY POL YETHEL YNE (H.D.P.E.) UNLESS OTHER\./ISE SHALL BE INSTALLED \./ITHOUT OPEN CUTTING, UNLESS NE\,/ VEHICLE HEADS SHALL HAVE 12 INCH LED LENSES. ALL VEHICLE HEAD MOUNTINGS SHALL BE CONFIGURED AT THE DIRECTION □F THE ENGINEER. ALL PEDESTRIAN HEADS SHALL BE LED \,/ITH C □UNTDO\,/N TIMER FEATURE. PED PUSH BUTTONS SHALL BE CAMPBELL CO. • 4EVER' 120 3' ROUND. MAINTAIN SAFE PEDESTRIAN ACCESS AT ALL TIMES. ALL POLES, MAST-ARMS, ANCHOR BOLTS SHALL BE CITY-FURNISHED. HEADS, !SNS, LUMINA!RES, PPB, CAGES AND OTHER HARD\./ARE AND MATERIALS SHALL BE CONTRACTOR FURNISHED AND ·INSTALLED, CONSTRUCTION NOTES: INSTALL CITY FURNISHED TYPE P STAINLESS STEEL CABINET & 820A MULTISDNICS CONTROLLER, 2-CHANNEL RACK DETECTION, HARNESSES, LOAD S\,/ITCHES, CONFLICT MONITOR & APPERTANCES. FURNISH AND INSTALL NE\,/ 18' F □UNDATI□N. CONFIGURE COMPONENTS TD PROVIDE INTENDED 4 PHASE □PERATI□N. SEE SPECIAL PROVISIONS. INSTALL CITY-FURNISHED 120/240 VOLT STAINLESS STEEL TYPE II SERVICE. FURNISH AND INSTALL 50-AMP SIGNAL, 15-AMP !SNS, 15-AMP SPARE DETECTOR CIRCUITS ON METERED SIDE AND 30-AMP SAFETY LIGHT CIRCUIT ON UNMETERED SIDE. INSTALL 3 #6 AND 3' CONDUIT TD EDISON SERVICE CONNECTION POINT, INSTALL NE\,/ 3' PO\.IER POLE RISER & 3 #6 CONDUCTORS \,/ITH PULL ROPE TD SERVICE CABINET. CUT EXISTING 12 PR #19 SIC APPROXIMATELY 60' SOUTH OF ECR OF CURB RETURN AT SDUTH\.IEST CORNER □F IRVINE AVE. AND MAGNOLIA AVE. AND REROUTE TD NE\,/ CONTROLLER CABINET. INSTALL NE\,/ 12 PR #19 SIC FROM NE\,/ CONTROLLER CABINET AT IRVINE AVE. BET\./EEN ST. AND MAGNOLIA AVE. TO CONTROLLER CABINET AT IRVINE AVE. AND E. 1_9TH ST. (APPR□XIMATEL Y 1,100') AND SPLICE SIC IN CABINETS. SEE DETAIL B TO RIGHT. E. 18TH CONSTRUCT TYPE 'A' PASSAGE\.IAY PER CALTRANS STD PLAN ABBB. SEE DETAIL A TD RIGHT. CONSTRUCT \.IHEELCHAIR RAMP PER CASE NOTED. DETECTABLE \,/ARNING SURFACES SHALL BE BLUE COLOR-SEE SPECIAL PRDVISl□NS. INSTALL TYPE 'E' LOOP DETECTOR AS SHO\,/N, INSTALL NE\,/ 1 1/2' CONDUIT FOR DLC, INST ALL NE\,/ PULLB□X AS NOTED. INSTALL SIGN AS NOTED. [ill Q INSTALL 2' SHCEDULE 80 UNDER RAMP & CONNECT TD EXISTING IRRIGA TIDN SYSTEM. MAINTAIN L:..':::J DAILY IRRIGATI□N SERVICE. 0 230' TD STOP BAR [ill \,/3-3 & \,/3-30. SC BC 10 EX. I 1/2 C. & 12 #19 SIC NE\,/ DLC. R/\,/ R/\,/ Sl-I 8. 11 S4-3 EX. SCHOOL I Rs I SPEED LIMIT SIGN (ASSEMBLY C) 4 5 CALTRANS 7 CASE 'F' 10 CD EX. 1 1/2 C. 8. 12 #19 SIC NE\,/ DLC. li i\ Ii #5~ I! BC 10 I il ·Ex. 1 1/2 C. , _, & 12 #19 SIC_,....-· TD 17TH ST. 1-¢6 ii . I Ii .. ' r ii 1, ., ' • II DESIGNED BY DAVID CHO DRAWN BY DAVID CHO RECOMMENDED BY I! •. . i; ' !! " " " . lj Et DETAIL A' T~HT. 7 DATE ii !l !l '! ii ii " !I I! Ii " ii ii I! " " i! ii 11 ,1 Ii Ii " " Ii i! Ii " " " " i! ii ., " p ,I ' 1' .I 5/2/08 . DATE 5/22/08 POLE SCHEDULE STANDARD (1) LUMINARE ST. NAME SIGN (2) SIGNAL MOUNTING PED PUSH BTTN PE□ REMARKS NO DESCRIPTION SIGMA LUM MA W/ GLARE SHIELD LEGEND VEHICLE (LED) PHASE QUAD CD 24-4-100 30' 15' 250-\./ SCHOOL XING 2 MAS SV-1-T SP-1-T 4 N w IA ------TP-1-T 4 s 7' HEIGHT lA @ IA - -----TP-1-T 8 N 5' HEIGHT IA © 24-4-100 30' 15' 250-\./ SCHOOL XING 2 MAS SV-1-T SP-1-T 8 s NOTES• (1) POLES & ANCHOR B□ L TS SHALL BE CITY FURNISHED. 3' DIA.--"''.--- INSTALL SKATEBOARD STOPS PER SPECIFICA TIDNS POST AT 4' □N CENTER \_MAINTAIN 34' -------;---i--1r--FRDM BOTTOM TOP OF BLOCK \.IALL OF RAIL TD FINISHED SURFACE □F PASSAGE\,/ A Y 8' EMBEDMENT $P.P. I I 1010 13 \,/3-3 & \,/3-30. 230' TD 8 STOP BAR HAND RAIL DETAIL N.T.S. BEACH MARINERS SCHOOL SCALE, l' = 20' O' 20' 40' CHECKED BY DAVID SORGE DATE 5/22/08 DATE (2) CITY SHALL ADD STREET NAME PANEL TD I.S.N.S., SEE SPEC!FICA TIONS. -D I 8' CMU SOLID GROUT ALL CELLS <MATCH EX. BLOCK ON EAST SIDE OF MEDIAN) #4 #4 AT 16' □.C. #4 CONTINUOUS f----cf---\-----_[4" MIN. "'L J r--r--W:;JS ?'i~~'i.ll' -, D I L~-----~ 1-I --2· -6''---l 4' MIN. TD 8' MAX. C.M.B. BACKFILL AS REQURIED TYPICAL BLOCK WALL SECTION STA. 12 45.00 100.12 L STA. 12+41.66 98.77 FS STA. 12 33.66 98.77 F STA. 12-1'30.00 100.15 FL JOIN EXISTING STA. 12+.00.86 100.29 L N.T.S. EX. R AINING WALL STA. 1 +48.26 97.99 FL STA. 12+45.00 98.02 FL JOIN EtlSTING M JOIN EX. WALL: STA. 12+41.66 33.66 L I EX. A~ N EXISTING STA. 12+30.00 98.06 FL STA. 1 +27.66 98.06 fl STA. 12+15.00 98.15 FL BEGIN WALL I #4 \,/ALL REBAR TYP. • 2-#4 c ~ F,----------;;t----- 1 -~ 2-#4 2-#4 CONTINUOUS 30X BAR AT LAP STEP IN FOOTING DETAIL N.T.S. PASSAGEWAY NOTES: PROTECT PARK\.IAY TREE IN PLACE. MAINTAIN MINIMUM 3' FROM TRUNK TD BLOCK \,/ALL. INST ALL ROOT BARRIER PER SPECIFICATIONS. REMOVE EXISTING IMPROVEMENTS INCLUDING CURB, GUTTER, STAMPED CONCRETE, AND EX. RETAINING \,/ ALL FOR \.IIDTH OF NE\,/ PASSAGE\,/AY. 0 CDNSTRucr TYPE 'A' PASSAGE \,/AY PER ----· ----~ - CAL TRANS STD PLAN ABBB. ~ CONSTRUCT MIN. 8' PCC RETAINING CURB & 4 • PCC SIDE\./ALK OVER 4' C.M.B. OJ QJ CONSTRUCT 12' AC DEEPLIFT STRUCTURAL SECTION OVER NATIVE COMPACTED TO 951/. RELATIVE COMPACTION (GRADE 2' BELO\,/ FINISHED SURF ACD. PLACE 2' (MIN.) AC A.R.H.M. OVERLAY, CONSTRUCT TYPE C-8 PCC CURB AND GUTTER OVER 6' CME PER CCM STD 312. INSTALL BLUE COLOR 3' X 8' DETECTABLE \,/ARNING SURFACE FOR FULL \,/IDTH OF PASSAGE\.IAY. SEE SPECIAL PRDVISI□NS. REMOVE & DISPOSE OF SHRUB. INSTALL 8' CMU BLOCK \,/ALL. SEE TYPICAL BLOCK \,/ ALL SECTION & STEP DETAIL ABOVE. 0 INSTALL ANODIZED ALUMINUM RAIL PER HAND RAIL DETAIL ABOVE LEFT. GJ INSTALL SCHEDULE 40 3' PVC PIPE FDR DRAINAGE \.IITH T\.10 CLEANDUT BOXES. REPAIR EX. RETAINING \,/ALL. 0 DETAIL A -PASSAGEWAY SCALE: 1" = 10' >-0 ~ ~ INST ALL APPROX. 1,100' 12 PR 1119 SIC IN EX. 1 1/5' C. :c ::1 :c a i3 ffi J ~ l ,,., ......... -.... J.~. --·--··· ----·---··· -~l. ............. ·-··-·J.~LJ~ @• .. -~-............... -~-............. ~-........ ,m ~J ,, p,~, ) IL IRVINE EXISTING [(! EXISTING AVENUE IL w :::; I 1/2' C. z 1 1/2' C. (.) REUSE EX. SIC. iE INTERCEPT SIC & INSTALL I-<t ,,, w :a; 2 1/2' S\,/EEPS INT□ NE\,/ ;;: CONTROLLER CABINET. 0DETAIL B -SIGNAL INTERCONNECT CABLE INSTALLATION fileno.Me• Irvine Avenue Peel Signo.l_Mylo.r.clwg ~~-~~~~: __ kt?i\, PEDESTRIAN SIGNAL PLAN /:? s~-•%' ~; Cl) ¼l ..-1 ':!.:, f· .1<3 No.CelG',3 ')"'1 IRVINE _AVENUE AT MARINERS SCHOOL_ SHEET 1 OF 1 (1u:;\ r,:'v,-ilZ.•!tl,05 £::=ij ~ PROTECT PARK\.IAY TREE IN PLACE. ~ REMOVE & DISPOSE OF SHRUB. • ... DAVID SORGE, PROJECT MANAGER \\:l\--•.~·-· "C • -'"·•---·~ l-t7i PLAN NUMBER CITY OF NEWPORT BEACH \'{-)~¼:.'Pi' PROJECT NO. 08-09 APP::;; 5_;;~ APPROVED BY $,;;~:@, '"~ • 11-------C-I_T_Y--O-F--C--O-· _S_T_A __ M_E_S_A ______ 7.: 5JJ!-S l-~_:::::~-r~o~~~'---c.-·,-,-.. -,-~-.4-F.-~F--,-c-<:>1-e-. -+~~~----------=c=.,-:-=-=-----c-,-:=:~.~P=-.E=-. ....,.;c::-::11Y::-:-=EN-:--:Gc-:-1N-=E=ER=----------+::.::..':~~----------i TRANSPORTATION SE RV ICES