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CONDUCTOR TABLE
CIRCUIT I RUNS Lt.l&l&l&l&l&I
¢2 -3 3 3 3 6
¢4 3 3 3 --3
¢5 -3 3 --3
¢6 -3 3 3 3 6
04 PED 2 2 2 2 -4
# ¢6 PED --2 2 2 4
04 PPB 1 1 1 1 1 2
14 06 PPB ---1 I
PPB COMMON 1 1 1 1 1 2
SPARES 3 3 3 3 3 6
TOTAL 10 19 21 16 13 37
¢2 DETECTOR 3 3 3 --3
¢4 DETECTOR ---2 -2
DIS DETECTOR 1 1 1 1
DLC ¢6 DETECTOR --3 --3
TOTAL CABLES 4 4 7 2 9
# LUMINAIRE 2 2 2 2 2 4
SIGNAL COMMON 1 1 1 1 1 2 10 TOTAL 3 3 3 3 3 6
I EVP CABLE 2 I 3 I
CONDUIT SIZE 3" 3" 3" 3" I 2" 12-3" I
I. ALL EQUIPMENT IS NEW.
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"SIGNAL AHEAD"
500' TO CROSSWALK
CONSTRUCTION NOTES
INSTALL 8-PHASE MULTISONICS 820A CONTROLLER ASSEMBLY IN A
TYPE "p" CABINET WlTH DETECTION AS SHOWN. VEHICLE COUNTING
SYSTEM, OPllCOM PHASE SELECTORS, AND MISCELLANEOUS
AUXILLIARY EQUIPMENT. BICYCLE LOGIC SHALL ALSO BE USED.
INSTALL TYPE II SERVICE PER CITY OF NEWPORT BEACH STD.
910-L AS SHOWN.
INSTALL E.V.P. DETECTOR ON SIGNAL MAST ARM, USING PELCO
ASTRO MINI-BRAC WITH REDUCER BUSHING 1.5" TO 0.75".
REMOVE AND SALVAGE EXIST. STREET LIGHT AND REMOVE OR BREAK
DOWN FOUNDATION TO 24" BELOW GRADE. SPLICE CONDUCTORS AND
AND INSTALL #3 1/2 PULLBOX PER CITY STD. 205-l.
CONSTRUCT ACCESS RAMP PER CAL TRANS STD. ASSA.
CONSTRUCT SIDEWALK PER CITY STANDARDS.
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SANDBLAST REMOVE EXIST. CONFLICTING STRIPING OR PAVEMENT MARKING.
INSTALL 4" DOUBLE YELLOW PER STATE DETAIL 22.
INSTALL 12" WHITE CROSSWALK, THERMOPLASTIC.
INSTALL SIGN AND POST AS SHOWN.
INSTALL PAVEMENT MARKING AS SHOWN.
INSTALL 8" WHITE CHANNEUZING LINE PER STATE DETAIL 38.
INSTALL 2-R96(NO PED XING) SIGNS ON POLES 2, AND 3.
INSTALL R34-2 OR R34.
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I DETECTOR SCHEDULE
SENSOR DETECTORS UNIT CHANN
1 1 1-¢2 11] (1)
2 2-¢2
2 1 3-¢2
2 1-04 (21 (2)
3 1 2-¢4 ... ..
2 1-¢5 3
4 1 1-¢6 . (3) 4
2 2-¢6
5 1 3-¢6 .
2 EVP ¢2
6 1 EVP ¢4
2 EVP 06
(3) = SYSTEM SAMPLER NUMBER
G) = VCS INPUT NUMBER
At. = DELAY
DETECTOR LOOP LOCATIONS SHALL BE APPROVED
BY THE ENGINEER IN ll,E FlELD PRIOR TO INSTALLATION.
ALL DETECTOR UNITS SHAL BE RACK MOUNTED, DUAL
CHANNEL, DUAL OUTPUT PER CHANNEL WITH INTEGRAL
CALL HOLD (0-7 SECONDS) AND CALL DELAY (0-31
SECONDS) CAPABILITY EACH WAY COLORGATED EXTENSION.
DETECTORS SHALL DELAY ON RED IF SELECTED. ALL
DETECTORS SHALL HAVE A SECONDARY PRESENCE OUTPUT
WITHOUT TIMING FOR SYSTEM SAMPLING PURPOSES.
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INSTALL 2''C/2-DLC'S /
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GENERAL NOTES
1. ALL WORK, MATERIAL, AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTA 110N, STANDARD PLANS AND
STANDARD SPECIFICATIONS DATED JULY, 1999 AND THE SPECIAL PROVISIONS FOR
THIS PROJECT.
2. SEE EXISTING STREET IMPROVEMENT PLANS FOR UTILITIES. THE CONTRACTOR IS REQUIRED TO
ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING ANY
WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE.
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY
COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL
BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF
CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED.
4. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULL BOXES, CONDUITS,
DETECTOR LOOPS, AND CONTROLLER IN THE FIELD.
5. ALL PULL BOXES SHALL BE No. 5 UNLESS OTHER\\1SE NOTED ON THE PLAN.
6. ALL LOOPS SHALL BE TYPE "E" OR 6'x6' SPACED 10' APART. EXTEND 1' INTO CROSSWALK
OR LIMIT LINE UNLESS NOTED OTHER\\1SE.
7. SALVAGED STREET LIGHTS SHALL BE DELIVERED TO THE CITY UllLITIES YARD. CALL
(949) 644-3011 24 HOURS IN ADVANCE.
8. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED
PRIOR TO SIGNAL TURN ON.
9. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS IN ADVANCE
OF ELECTRICAL WORK AND PRIOR TO REQUIRED INSPECTIONS.
10. WORK SHALL BE PERFORMED ACCORDING TO CITY OF NEWPORT BEACH DESIGN CRITERIA,
STANDARD SPECIAL PROVISIONS, AND STANDARD DRAWINGS, 1999 EDITION.
11. ALL SIGNAL HEADS SHALL BE METAL.
12. PEDESTRIAN HEADS SHALL BE INTERNATIONAL SYMBOL.
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INSTALL 2" C./__ ..
3#8 SERVICE
TO POWER
POLE 280'±
CITY OF NEWPORT BEACH
¢5 PV
THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH
FOR CONCEPT AND ADHERENCE TO CITY STANDARDS
AND Rf:QU/REMCNTS ONLY. THE CITY IS NOT RESPON-
SIBLE FOR DESIGN ASSUMPTIONS ANO ACCURACY.
APPROVED ~J V\I\~™..\...,_ 5-n-o I
PUBLIC WORKS DEPT DATE
TWO WORKING OA','.S BEFORE YOU OIG APPROVED_-,,o==-:,-:,=-----~=--uTILITIES DEPT. DATE
POLE SCHEDULE
STANDARD LUMINAIRE I.S.N.S. SIGNAL MOUNTING PED PUSH BTN BIKE PUSH BTN POLE LOCATION REMARKS No. TYPE HEIGHT SIG.M.A. LUM.M.A. HPSV LEGEND VEHICLE PED PHASE ARROW PHASE ARROW A B
IC 1J 15 30' -12' 200 W ----SP-1-CS 6 --11.· 4'
0 1-A 10' ------TV-1-T SP-1-CS b 6 15' 3'
0 26-4-129 30' 40' 12' 200 W Santa Isobel MAS MAS SV-2-T 4 SEE 3' SV-1-T SP-I-CS --PV 2 EA . PLAN
0 17-3-129 30' 20' 12' 200 W Irvine -MAS SV-1-T SP-I-CS 4 2 SEE 3' ROTATE LUM. M.A. 90' PLAN
® 19-4-129 30' 30' 12' . 200 W Santa Isabel MAS SV-2-T SP-I-CS 4 6 ' 3' --2 EA -
(6; 1-A 7' -------TP-1 6 4 8' 3' .
1. SIGNAL EQUIPMENT IS NEW EXCEPT WHERE SHOWN OTHERWlSE.
2. RED BALL AND ARROW SECTIONS SHALL BE DIALIGHT L.E.D. TYPE EXCEPT ON P. V. HEADS. Bl
0-A
3. PHASE 5 MAST ARM HEAD SHALL BE P.V. TYPE.
4. ALL SIGNAL INDICAllONS SHALL BE 12". ECR 5. ALL PED PUSH BUTTONS SHALL BE MIN. 2" A.D.A. APPROVED. MOUNTING HEIGHT SHALL BE 1.0m. A 0-PPB SIGN SHALL BE 9" x 12".
EXISTING UPPER NEWPORT BAY BIKE TRAIL
PROLONGATION
36' --►+◄E---_c_'--------
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28'
TYPE IV [jJ_}-__ _
40' ---➔
30'
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II
II
II
II
40'
1-¢4
30'
.• INSTALL 2" C.
/
/ TELEPHONE COMPANY
TO PULL filONDUCTORS
II
II
II
II
I
2-¢4
20'
SANTA ISABEL
¢6
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8'
lo 0
, MOUNT ¢2 HEAD
AT 17'
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''---. REMOVE R1 AT
SIGNAL TURN ON
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JOIN EXIST.
TELEPHONE DUCT
-\ EXIST. EASEMENT
12883IR
w WILLDAN 27042 Towne Centre Drive, Suite 270
Foothill Ranch, Culifornia 92610
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DETAIL "A"
(POLE LOCATION)
"'SIGNAL AHEAD"
500' TO CROSSWALK
11
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PHASE DIAGRAM
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PHASE 2+5 PHASE 2+6
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PHASE 4
----1 1 /2 0 1 2
3 inches on original drawing
SCALE: 1 "= 20'
Traf fie Signal Installation
Serving Public Aqencies 949/470-8840 fox 949/770-904-1 IRVINE AVENUE ,;} DESIGNED :, McELHATTAN AND No. 1682
EXP. 6/30 CHECKED SANTA !SABEL SOMMERS
/) :f' I l ' DRAWN
/ I / McELHA TTAN CITY OF NEWPORT BEACH T-5860-S C DATE BY DESCRIPTION APP. ,7 )?) DATE
RCE 16828 '"DATE REVISIONS MARCH, 2001 PUBLIC WORK DEPARTMENT SHEET 1 OF 1