HomeMy WebLinkAboutT_5725_SCONDUCTOR SCHEDULE EXISTING PHASE DIAGRAM
AWG CIRCUIT
¢1 3
¢2 3 3 3 3
¢4 3 3 3
¢5 3 3 3 3
¢6
¢8
¢2P 2 2 2 2
¢4P 2 2
#14 ¢6P
¢BP 2 2 2
¢2PPB 1 1 1
¢4PPB 1
¢6PPB
¢8PPB 1 1 1 1
PPB COMMON 1 1 1 1
IISNS 2 2 2 2
SPARES 3 3 3 3
TOTAL 14 15 21 23 27
SIGNAL & IISNS COMMON 1 1 1 1
#1 O LUMINARE 2 2 2 2
3
3
3
3
2
2
2
1
1
1
1
2
3
27
1
2
3
2
1
1
1
3
11
1
3
3
2
2
1
1
1
2
3
18
1
2
3
3
2
1
1
2
3
15
1
2
3
3
3
3
2
4
2
1
1
1
1
2
3
29
1
2
6
3
3
6
3
3
2
4
4
4
1
2
1
2
1
2
9
56
1
TOTAL 10 3 3 3 3 3 1 3 3 3 1
o o EVP CABLE 1 1 1 1 1 1 1 2 ~~f--------"'---------+------1---+---+--'----+----jf--+--+----'----+--f--+--I
~~f-------+------t---+---+--+----jf--+--+--+--f--+--1
l'l 3: TOTAL 1 1 1 1 1 1 1 2
◄----►
◄----►
¢1 DETECTORS 1 (E) 1 (E) 1 (E) 1 (E) SCALE: 1" -20'
¢2 DETECTORS 2(E) 2(E) 2(E)
¢4 DETECTORS 2 2
DLC ¢5 DETECTORS 1 (E) 1 (E) 1 (E) f---;;_:_--'---'---+------1---+---+--+--f---c---T=+~-,--+--~+--l---c---7=-c-+--I ¢6 DETECTORS 2(E) 2(E) 2(E) 2(E)
¢8 DETECTORS 3 3 3 3 3
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NOTES TO CONTRACTOR:
EXISTING MUL TISONICS 820 SYSTEM CONTROLLER IN A TYPE "p" CABINET WITH A
MODIFIED TYPE II SERVICE ENCLOSURE. CONTRACTOR TO SUPPLY ALL NECESSARY
EQUIPMENT TO PROVIDE FOR THE INTENDED OPERATION.
~ ABANDON. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.
IRsl REMOVE AND SALVAGE EQUIPMENT.
INSTALL CONDUIT INTO EXISTING PULL BOX.
EQUIPMENT TO BE REMOVED AND BECOME
THE PROPERTY OF THE CONTRACTOR.
J92125 IRVUNITS.DWG
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Plan Prepared By:
_w~Jb=~_C)~~-....._ __ ol.-1 I l-1 "-"11
Date
1771 Katz, Okitsu & Associates ~ Traffic & IDghway Engineers
_'umo Corporate Center Drive, Suite 140
Monterey Perk, California 91754
Tel: (213) 260-4703 l'ax: (213) 260-4705
POLE SCHEDULE
POLE DATA SIGNAL LUMINAIRE l---+---'-=-"--,---1 SIGNAL MOUNTING PED. PUSH BUTTON BIKE PUSH BUTTON POLE LOCATION ILLUMINATED SIGN
No. TYPE HEIGHT M.A. M.A. HPS M.A. VEH. PED. ¢ ARROW LOC. ¢ ARROW LOC. A B C MESSAGE(DBL. FACED) REMARK
1 26-4-70 30' 40' 15' 250W 2-MAS SV-1-T SP-1-T 4 ◄ 3 E ISTING University
2 1-A 10' TV-1-T SP-1-T 6 ► 5 4 ◄ 3 EilSTING
3 19-3-70(N) 30' 30'(N)15'(N) 250W(N) MAS(N) SV-1-T(N) SP-1-CS N 6(N) ◄ 5 14' 2.5' Irvine Av. (N)
4 1-A 10' TV-1-T SP-1-T 8 "' 7 6 "" 5 E ISTING
5 26-4-70 30' 45' 15' 250W 2-MAS SV-1-T SP-1-T 8
6 1-A 10' TV-2-T(N) SP-1-T
SV-1-T(N) SP-1-CS N
2 ..
7 19-3-70(N) 30' 30'(N)15'(N) 250W(N) MAS(N) 2(N) ""
8 1-A(N) 10' TV-1-T(N) SP-1-CS N 4(N) ..
9
ALL EQUIPMENT EXISTING EXCEPT WHERE SHOWN: (R) -RELOCATED; (N) -NEW
T.C.
0
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~14---A ___..B (_)
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POLE LOCATION DETAIL
(NO SCALE)
EXIST. 1 1 /2" C. I /C
GENERAL NOTES:
5
PUSH BUTTON LOCATION
/
AVENUE R/W
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1. TRAFFIC SIGNAL AND HIGHWAY LIGHTING SHALL CONFORM TO THIS PLAN, STATE OF
CALIFORNIA STANDARD SPECIFICATIONS AND STANDARD PLANS (DATED JULY 1992) AND
THE SPECIAL PROVISIONS.
2. 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.
3. ALL CONDUIT INSTALLED BETWEEN ADJOINING PULLBOXES SHALL BE 2 1/2" UNLESS
SHOWN OTHERWISE, AND SHALL HAVE 30" MIN. COVER.
4. NEW PULLBOXES. SHOWN BE #5 UNLESS SHOWN OTHERWISE.
5. CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES.
6. UNDERGROUND SIGNAL CONDUCTORS SHALL NOT BE SPLICED .
7. ALL SALVAGED MATERIALS & EQUIPMENT SHALL BECOME THE PROPERTY OF THE
CONTRACTOR EXCEPT AS NOTED (TYP.).
8. EXCEPT AS OTHERWISE NOTED, LOOP DETECTORS SHALL BE 6' X 6' WITH 10' SPACING
7 E ISTING University
1 8 7 E::KISTING
1 22' 2.5' Irvine Av. (N)
3 2 N) ◄ 1 1' 2.5'
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EXIST. 1 1/2" C. 1-6 PAIR #19
INTERCONNECT CABLE. (APPROX.
1,320' FROM CONTROLLER TO
CONTROLLER)
\
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SENSOR SCHEDULE
SENSOR UNIT CHANNEL DETECTOR
1 1-¢2 (E) •
#1 2 1-¢2 (E) ..
3 1-¢6 (E) • 4 1-¢6 (E) A
1 1-¢1 (E)
#2 2 2-¢6 (E)
' 3 1-¢5 (E)
4 2-¢2 (E)
1 1-¢4 (N)
#3 2 2-¢4 (N)
3
4
1 1-¢8 (N)
#4 2 2-¢8 (N)
3 3-¢8 (N)
4
(E) = EXISTING; (N) = NEW
SENSOR UNITS SHALL BE RACK MOUNT WITH
INTERGAL TIMING CAPABILITY PER CHANNEL
(CALL HOLD: 0-5 SEC. MIN., CALL DELAY: 0-30
SEC. MIN.) SPECIAL DETECTOR OPERATION
SHALL BE AS NOTED:
N
<cl'
IN THE DIRECTION OF TRAVEL. LIMIT LINE LOOPS SHALL BE PLACED 2' INTO THE LIMIT LINE.
e SYSTEM SAMPLING -NO OUTPUT TO PHASE
A CALL HOLD
9. ALL NEW VEHICLE HEADS SHALL BE 12" INDICATION UNLESS OTHERWISE NOTED.
"APPROVED FOR CONCEPT & ADHERENCE
1----------f--t--i-----------llTD CITY STANDARDS & REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR
DESIGN ASSUMPTIONS & ACCURACY."
DATE BY DESCRIPTION
REVISIONS
TRAFFIC ENGINEER
/): R.C.E. No. £Z04~ ~aJJn LJJ,,, ... , .• ~k.__
APP'D Df:SIGNED DRAWN
CHECKED DATE
•RECORD DRAWING• ' •
TRAFFIC SIGNAL MODIFICATION PLAN
IRVINE AVE. & UNIVERSITY DR.
CITY OF NEWPORT BEACH i'-57., $-S -----
PUBLIC WORKS DEPARTMENT SHEET j_ (ii' ::J.:
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