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I DETECTOR SCHEDULE I
I SENSOR I I UNIT ICHANN LOOP DETECTORS
1 * 1 1-,02
2 1-: 6
2 1 2-i,,2
2 3-2
3 1 2-6
·2 3-¢6
4 1 1-J 4
2 2-a4•
5 1 1-1 3•
2 SPARE
* SENSOR TO HAVE ADJUSTABLE
CALL HOLD FEATURE.
( ) = LOOPS PER SENSOR.
o -DELAY
(3)
(3)
4
2
4
(2)
4
4
(2
CONDUCTOR TABLE
I RUNS
CIRCUIT &l&l&l~I
I 2 -3 3
13 3 3 -3
1,4 -3 3 6
J 6 3 3 3 6
J 2 PED --2 2
I 4 PED 2 2 2 4
6 PED 2 2 -2
2 PPB + 1 ,2 BPB 2 2
4 PPB+ , "4 BPB 2 2 1 3
06 PPB + ¢6 BPS 2 2 -2
I.S.N.S. 2 2 -2
BPB COMMON 1 1 1 2
PPB COMMON 1 1 1 2
SPARES 3 3 3 6
TOTAL 21 27 18 45
:•2 DETECTOR --3 3
1,3 DETECTOR ---1
104 DETECTOR -2 -2
"16 DETECTOR -3 -3
TOTAL CABLES -5 3 9
LUM IN AIRE 2 2 -4
SIGNAL COMMON 1 1. 1 2
TOTAL 3 3 1 6
OPTICOM CABLE 1 I 2 I I 3 I
CONDUIT SIZE 2· 12-2½"1
WESTON PRINGLE & ASSOCIATES
TRAFFIC AND TRANSPORTATION ENGINEERING
{714) 871-2931
RC£ 16828 ' !)Ale
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XP. 6/30/93 SJ
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POLE SCHEDULE
STANDARD LUMINAIRE I.S.N.S. SIGNAL MOUNTING PED PUSH BTN No. TYPE HEIGHT SIG.M.A. LUM.M.A. HPSV LEGEND VEHICLE PED PHASE ARROW REMARKS
1 16-2-70 17' 20· 21st ST
0 30' 12' 200W 15
0 1-A 10'
MAS SV-2-TA SP-1-CS R96{R96BR,ii R11 POL 3' S O ECR
2 SV-1-T SP-1-CS POLE 5' W/0 BCR 7 ( )
POLE E/0 PED RAMP TV-2-T SP-1-CS 2
0 ,o· 1-A
® 19-2-70 30' 25' 12' 200W 21st ST
TV-1 SP-1-CS 4 POLE S/0 PED RAMP 2 ( )
POLE 3' s/o ECR MAS SV-2-TA SP-1-CS 4
® 1-A 7'
0 15 30' 12' 200W
6 POLE 3' BACK OF X-WALK TP-1 4 ( ;I
6 R9~R96BR, R11 -SV-3-TA SP-1-CS 6 ( ) PO 2' BACK OF PED RAMP
1. ALL SIGNAL INDICATIONS SHALL BE 12-inch
2. ( ) INDICATES BICYCLE PUSH BUTTON
?cRWCe POLE
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PHASE DIAGRAM
•---➔ A ~
I ~ I~
•---➔ t
PHASE 2+6 PHASE 3 PHASE 4
DETAIL "A" I· SPLIT PHASES
FOR ,04 AND ,07
LOCATIONS AS SHOWN
DATE BY
NOTES
1. ALL WORK AND MATERIAL SHALL CONFORM TO TIHE STATE STANDARD PLANS AND SPECIFICATIONS
DA TED JAN. 1988 AND TIHE SPECIAL PROVISIONS FOR TIHIS PROJECT.
2. THE ENGINEER SHALL VERIFY POLE AND DETECTOR LOCATIONS IN TIHE FIELD PRIOR TO INSTALLATION.
3. CONDUIT SHALL BE 2-inch UNLESS SHOWN OTIHERWISE.
4. PULLBOXES SHALL BE No.5 UNLESS SHOWN OTIHERWISE.
@] INSTALL TYPE II SERVICE 120/240V SIGNAL AND LIGHTING SERVICE WITIH 40A SIGNAL,
30A LIGHTING AND 15A I.S.N.S. BREAKERS.
[[j INSTALL CITY FURNISHED MULTISONICS 820 SYSTEM CONTROLLER ASSEMBLY COMPLETE WITIH INTEGRAL
COORD!NA TION TELEMETRY AND TIME BASE COORDINATION, DETECTION AS SHOWN, BICYCLE TIMING
CIRCUITRY, EMERGENCY VEHICLE PREEMPTION AND OTIHER AUXILIARY EQUIPMENT IN A TYPE 'p' CABINET
(WIRED FOR 8 PHASE) WITH MODIFIED TYPE II SERVICE. SEE SPECIAL PROVISIONS.
7. STREET PAINTING REMOVAL AND INSTALLATION SHALL BE COMPLETED BY TIHE CONTRACTOR.
8. LOOP DETECTORS SHALL BE 6'X6' WITH 10' SPACING CENTERED IN LANE UNLESS SHOWN OTIHERWISE.
9. CONTRACTOR SHALL CONTACT U.S.A SERVICE ALERT 1-800-422-4133 FOR LOCATION OF
UNDERGROUND UTILITIES.
Jill PAINT 12-inch WHITE. SEE STRIPING PLAN.
, DESCRIPTION
REVISIONS
f--... V)
APP'D
APPRO'IJRI
TRAFFIC ENGINEER
R.E.NO. __ _
DA1E
DESIGNED DRAWN
SOMMERS PK
CHECKED DA lE
'-I ...
1 • 1 /2 0 1 2
3 inches on original drawing
SCALE 1 "=20'
TRAFFIC SIGNAL PLAN
BALBOA BLVD. AND 21st ST.
CITY OF NEWPORT BEACH T-558$-~
PUBLIC WORKS DEPARTMENT SHEET -t OF I .
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