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CONDUCTOR TABLE I
CIRCUIT l&l&I &11±\1~1&1&1
,01 3 3 3 -3 6 6
02 - - ---3 3
,03 -3 3 -3 6 6
¢4 3 3 3 --3 3
¢5 -3 3 --6 6
¢6 3 6 6 --6 6
¢2 PED - -- -2 2 2
,03 PED 2 2 2 -2 4 4
¢6 PED 2 2 2 --2 2
¢2 PPB - -- -1 2 2
¢3 PPB 1 1 1 -1 2 2
¢6 PPB 1 1 1 - -1 1
PPB COMMON 1 1 1 -1 2 2
SPARES 3 3 3 -3 6 6
TOTAL 19 28 28 -16 51 51
¢1 DETECTOR - -1 --1 1
¢2 DETECTOR - -- -4 4 4
¢3 DETECTOR 2 2 2 - -2 2
lil4 DETECTOR ---- -2 2
¢5 DETECTOR -- -1 1 1 1
,06 DETECTOR -4 4 - -4 4
TOTAL CABLES 2 6 7 1 5 14 14
LU MIN AIRE 2 2 2 -2 4 4
SIGNAL COMMON 1 1 1 -1 2 2
TOTAL 3 3 3 -3 6 6 I
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#20 EVP CABLE I i 2 2 I -I 4 I 4 I I
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I 3" 3" 1 3" CONDUIT SIZE 3" I 3• 1 2-3" 1 2-3" I I
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1. PROTECT DETECTOR LOOPS IN PLACE. I
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2. REPLACE ALL CONDUCTORS AND DLC'S EXCEPT INTERCONNECT.
3. EXIST. INTERCONNECT CABLE TO BE PROTECTED IN PLACE
AND REUSED.
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1.
2.
3.
4.
5.
6.
7.
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GENERAL NOTES
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TRAFFIC SIGNAL AND HIGHWAY LIGHTING CONSTRUCTION SHALL CONFORM TO THIS PLAN,
STATE OF CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS DATED 1999
AND THE SPECIAL PROVISIONS.
CONDUCTOR SCHEDULE IS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CORRECT CONDUCTORS REQUIRED
FOR THE INTENDED OPERATION.
EXISTING PULLBOXES ARE #5 UNLESS SHOWN OTHERWISE.
CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES.
UNDERGROUND SIGNAL CONDUCTORS SHALL NOT BE SPLICED.
ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE
CONTRACTOR EXCEPT AS NOTED.
EXISTING LOOP DETECTORS ARE 6' X 6' OR 6' DIAMETER WITH 10' SPACING IN THE DIRECTION
OF TRAVEL.
CONSTRUCTION NOTES
OJ-EXISTING 8 PHASE MUL TISON I CS MODEL 820A CONTROLLER ASSEMBLY COMPLETE IN A
TYPE "p" CABINET WITH DETECTION AS SHOWN. INSTALL "OPTICOM" EMERGENCY VEHICLE
EQUIPMENT, BICYCLE TIMING LOGIC AND MISCELLANEOUS AUXILIARY EQUIPMENT PROVIDING THE
INTENDED OPERATION. INSTAUL FIELD WIRING AND ASSIGN PROTECTED LEFT TURN PHASING.
[I}-EXISTING MODIFIED TYPE IISERVICE WITH 50 AMP. BREAKER FOR SIGNAL, 30 AMP.
BREAKER FOR LUMINAIRE (UNMETERED), 15 AMP. BREAKER FOR I.S.N.S. AND 15 AMP.
SPARE BREAKER PER CITY OF NEWPORT BEACH STANDARD PLAN 911-L.
I}]-REMOVE AND SALVAGE SIGNAL AND EQUIPMENT. REMOVE FOUNDATION COMPLETELY.
GJ-INSTALL SIGN AND POST AS SHOWN.
[[}--INSTALL PPB POST PER STATE STD. ES-7A.
I]]-CONSTRUCT ACCESS RAMP PER STA TE STD. ASSA.
[I]-INSTALL E.V.P. DETECTOR ON SIGNAL MAST ARM USING PELCO ASTRO MINI-BRAC WITH
REDUCER BUSHING 1.5" TO 0.75".
I DETECTOR SCHEDULE
SENSOR DETECTORS UNIT CHANN
1 1 1-¢2 ...
2 2-0!2 ...
2 1 3-02
2 4-¢2
3 1 1-,04
2 2-,04
4 1 1-¢5 .
2 1-¢6 ...
5 1 2-¢6 ...
2 3-¢6
6 1 4-¢6
2 1-¢1
7 1 1-¢3
2 2-¢3
8 1 EVP 02+ n5
2 EVP 01+1 6
9 1 EVP 03
2 EVP 04 * ALL DETECTOR UNITS ARE EXISTING RACK
MOUNTED WITH DUAL CHANNELS, AND DUAL
OUTPUT PER CHANNEL WITH INTEGRAL COLORGATED
EXTENSION AND DELAY CAPABILITY. OUTPUT "A"
IS TIMED. OUTPUT "B" IS PRESENCE MODE FOR
SYSTEM SAMPLING AND VEHICLE COUNTS ONLY.
DETECTORS DO NOT EXTEND ON RED.
,t,, EXTENSION
-
DETAIL .. A"
--
CITY OF NEWPORT BEACH
THIS Pl.AN IS SIGNED BY TH£ CITY OF NEWPORT BEACH
FOR CONCEPT AND ADH£R£NC£ TO CITY STANDARDS
AND R£QU/R£M£NTS ONLY. TH£ CITY IS NOT RESPON-
SIBLE' FOR DE'SIGN ASSUMPTIONS AND ACCURACY.
APPROVED fit,, ,ljY/9rt.,.,,,.,,k,, S ·17-0/
PUBLIC WORKS OEPT. DATE
APPROVE□-~~~-==-----~==--
ur1L1TJES DEPT. DATE
12883M
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CASE E If¼ f
3 EACH ~\'\Z
\} 5 1
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No.
(1)
®
0
0
®
(6)
\
\
POLE
STANDARD LUMINAIRE I.S.N.S. SIGNAL MOUNTING
TYPE HEIGHT SIG.M.A. LUM.M.A. HPSV LEGEND VEHICLE PED
26-3-129 30' 40' 12' 250 W Mac Arthur MAS MAS SV-2-T SP-2-CS 9.1 12.2 3.7
30' 65' 15' 250 W Birch MAS MAS SV-1-T SP-1-CS 61-5-129 9.1 19.8 4.6 2EA
1-A 10' - -TV-1-T -3.0 - ---
17-3-129 30' 20' 12' 250 W Mac Arthur -MAS SV-1-T SP-1-CS 9.1 6.1 3.7 SV-1-T
10' 1-A - ---- -TV-2-T SP-1-CS 3.0
61-5-129 30' 60' 75' 250 W Birch MAS MAS SV-2-T SP-1-CS 9.1 18.2 4.6 2EA
1. SIGNAL EQUIPMENT IS NEW EXCEPT \\1-IERE SHOWN OTHERWISE.
2. RED BALL AND ARROW SECTIONS SHALL BE OIAUGHT L.E.D. TYPE EXCEPT ON P.V. HEADS.
3. PHASE 1 AND PHASE 5 MAST ARM HEADS SHALL BE P.V. TYPE.
4, ALL SIGNAL INDICATIONS SHALL BE 12".
5. ALL PED PUSH BUTTONS SHALL BE MIN. 2" A.D.A. APPROVED.
MOUNTING HEIGHT SHAUL BE 1.0m.
,,,-@ CASE C
-----
---
SCHEDULE
PED PUSH BTN REMARKS PHASE ARROW Ll ,;5
2 4' 3'-&"'
3 51'~ C, H 5'
6
6 4'-G,,, jl_,,61.1 . --
--y._ L1 3'
EXIST. 1 1/2" C/1.C.
FRCM VON KARMAN
t=====-==-=:t - ------
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==================----------
----WA1ER-----------
@/ ------------------------!------------------
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RS TYPE 19 POLE.
REMOVE FOUNDATION @ INSTALL 2'/ C. (TYP) TO 30" BELOW SURFACE.
' \ I ~------.J ~ TYPE 1 POLE.
REMOVE FOUNDATION
TO 30" BELOW SURFACE.
27012 Towne Centre Crive, Suite 270
Foothill Ranch, California 92610
949/470-8840 fax 949/770-9041
RCE 16628
DATE BY
1
5 r
• DESCRIPTION
REVISIONS
PHASE
2
6
DIAGRAM
7
NOT
USED
JE8
DESIGNED
CHECKED
DRAWN
APP.
DATE
8
NOT
USED
McELHATTAN
SOMMERS
McELHATTAN
MARCH, 2001
-
..
1 1 /2 0 1 2
3 inches on original drawing
SCALE: 1 "= 20'
Traffic Signal Modification
MAC ARTHUR BL VD.
AND
BIRCH STREET
CITY OF NEWPORT BEACH
PUBLIC WORK DEPARTMENT
T-5861-S
SHEET 1 OF 1