HomeMy WebLinkAboutT_5911_SI CONDUCTOR TABLE I PHASE DIAGRAM
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CIRCUIT I &.1 &. I&. I&. I&. T&. I&. I &.I ( * ---------ll NOT
USED
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¢1 3 3 3
¢2 3 3 3
¢4 3 3
¢5
¢6 3 3 3
¢8
¢2 PED 2 2 2
#14 ¢4 PED 2 2
¢6 PED
¢8 PED 2
¢2 PPB BPS - 1 1 1 1 1
¢4 PPB BPB 1 - 1 - 1 -
¢6 PPB BPB
¢8 PPB BPB - 1
PPB BPS COMMON 1
SPARES 3 3 3
TOTAL 17 23 26
¢1 DETECTOR
02 DETECTOR 3 3 3
TYPE ¢4 DETECTOR
B 05 DETECTOR
DLC 06 DETECTOR
¢8 DETECTOR 2
TOTAL 4 4 6
LUMINAIRE 2 2
#10 SIGNAL COMMON 1 1 1
TOTAL 1 3 3
EVP CABLE I -I 1 1 I
CONDUIT SIZE 2" 3" 3"
---------------------·
340' TO BACK
OF CROSSWALK '-,--
6 3 3 3 3
6 3
3
3 3
6 3 3 3 3
3 3 3 3
2
4 2 2 2
2 2 2 2 2
4 2 2
1 1
2 2 1 1 1 1 1 1 1 -
1 1 1 1 1 -1 -
1 1 1 -
2
6 3 3 3 3
56 30 22 20 13
1
3
2 2 2 2
1
3 3
2
12 6 2 2
4 2 2 2 2
2 1 1 1 1
6 3 3 3 3
4 2 2 I 1 1 I
2-3" 3" 3" 3" 2"
*
.
¢1 ¢2 ¢3
---------
* ) NOT
USED
¢5 ¢6 ¢7
PROTECTED /PERMISSIVE
DETECTOR SCHEDULE
SENSOR CHANNEL
1 1
2
2 1
2
3 1
2
4 1
2
5 1
2
6 1
2
7 1
2
8 1
2
0 CALL HOLD
A CALL DELAY
DETECTORS
1-¢1
1-¢2 • 2-¢2 • 3-¢2
1-¢4
2-¢4 A
1-¢5
1-06 • 2-¢6 • 3-¢6
1-¢8
2-¢8 A
EVP ¢2+¢5
E\IP ¢4
EVP ¢1+¢6
E\IP ¢8
DETECTOR LOOP LOCATIONS SHALL BE APPROVED BY THE
¢4
1
+ I
I
t
¢8
ENGINEER IN THE FIELD PRIOR TO INSTALLATION. ALL DETECTOR
UNITS SHALL BE RACK MOUNTED, DUAL CHANNEL, DUAL OUTPUT
PER CHANNEL, ~TH INTEGRAL CALL HOLD (0-7 SECONDS) AND
CALL DELAY (0-31 SECONDS) CAPABILITY, EACH WITH COLOR-
GATED EXTENSION. DETECTORS SHALL DELAY ON RED IF SELECTED.
ALL DETECTORS SHALL HAVE A SECONDARY PRESENCE OUTPUT
~THOUT TIMING FOR SYSTEM SAMPLING PURPOSES.
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0
w r-<(
01 r-
(J)
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14'
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~
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----------------":""SSroe~ --~~~---~~~~~~-----___ "'"~_, (,
~===============·•;===================::::;:::;:::;::::::;:SU'~B:£:2.~1"\ ¢6\
co ~tJ ti~}.)~ 8 \ I -------------------------------------------~~7 I
I I
~;::l:~..,!¢61 ---------I
;::! 11' I
46'
32'
I
12' I 12' I
I .. I : .
,1 : : •• ',.· •• .· • .. '.• ·--.,,·· I .::,.:, , ... • .. ' ' . v I '-.'v
"S-"S-I I I N ~
R Y!-fl-l .... --1L¢l:-+-c-¢"c-6-DETAIL "A" ~========================~===========~ii=~~~!: EX R7,R10
N
............. ' . ' ' ' . ' ' ' . . . ' . ..............
46'
32'
24'
~Al ~-,,~~.;.I ~'9',
I
I
I
14'
~~~
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¢8 '\,8
',
102+05
I
DETAILl"B"j
I
0
POLE
STANDARD
No. I TYPE HGT. SIG. M.A. LUM. M.A.
1 24-4-129 30' 35' 12'
2 1-A 1 o· --
31 19-2-129 30' 25' 12'
4 1-A 10' - -
5 24-4-129 30' 35' 12'
6 I 1-A 1 o· - -
7 17-2-129 30' 15' 12'
8 1-A 1 o· --
RSNS = REFLECTIVE STREET NAME SIGN.
SCALE=1"=20'
1-t/J1 °
LUMINAIRE RSNS
HPS
250W
. -
250W
-
250W
-
250W
-
LEGEND
Eastgote-MAS-5A
--
Son Miguel -
- -
Spyglass Hill-MAS-5A
- -
Son Miguel -
--
' 0 00 00
12" LENSES
DETAIL 'A"
NO SCALE
'b
"'
.
SCHEDULE
SIGNAL MOUNTING
VEHICLE PED
MAS SV-1-T SP-1-CS
-TV-1-T SP-1-CS
MAS SV-1-T SP-1-CS
-TV-2-T SP-1-CS
MAS SV-1-T SP-1-CS
-TV-1-T SP-1-CS
MAS SV-1-T SP-1-CS
,-TV-2-T SP-1-CS
0
0
0
0
0
12" LENSES
DETAIL •s•
NO SCALE
PED PB BIKE PB POLE LOCATION REMARKS PHASE
¢4
¢6
¢6
¢8
¢8
¢2
¢2
¢4
ARROW PHASE ARROW A
-3' -¢4 --3'
-- -3'
-¢6 -3'
--3'
-¢8 -3'
-3'
-¢2 -3'
A
"' u Lu
A B B
00
+ BCR 00
SIGNAL POLE
LOCATION DETAIL
NO SCALE
7 W41
RS 1/117
2"C,2DLC
B
12'
12'
12'
13'
14'
14'
12'
14'
2-t/J6~C::'.: • . . ... -- --•• --·
:_;_:_1_._._ .. 1-~6 ;::cc::':
=====±=========· ~ ~s:= __ ::::::::::,_::::::::::= __ =====_=== __ =_ ::::::::::::::::::::::::::::::===:=:::::::::::::::::::::::::::::::::::::::=::::::::::::::::::::::::::::::::=====~:~::::::::::1~t/J~5 TTI~~====y-~7~::::::~
1 171 R7,R10
@]i----.=:.J. ~~~~~~_g: __ ~~~=====:='°================~~$==~====::::::::::,=======~~~
DETAIL "A'~)·r~·-~W*~l't'?==r=========~=============~===============~--·
______ , ------. --
1-------SS---------N -________ _.,;: S---------¢2+¢51 't:: I,-~..,.
02.,.1 Ollllll+.R
N
DETAIL "B"
¢4
2"C,2DLC -' ,-
8 ,R~ SNS 't:: {EX 12 K. V. DUCT . ' ~ --------------------
1:::C.'l r ... -. ~ ,. • .,, ~-:-:-: ·---> co ..... . ----
'·
'b ..,.
0 "'
'.: ..... . [X "BUS~~• .. -'-------
W17RSl--=±4~8=□-' T'--'O'-=BC"'R'--"--
W41 7 \
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-71·---1;--
-~ II--~I-II
1
10
SERVICE POINT
SCE VAULT
CONSTRUCTION NOTES:
EJ-
IT]-
0-
IT}-
0-
0--
0-
INSTALL 8-PHASE MULTISONICS 820A CONTROLLER ASSEMBLY ~TH TYPE "P"
CABINET, DETECTION AS SHOWN, OPTICOM PHASE SELECTORS, AND MISCELLANEOUS
AUXILIARY EQUIPMENT. BICYCLE LOGIC SHALL ALSO BE USED.
INSTALL TYPE II SERVICE PER CITY OF NEWPORT BEACH STD. 910-L AS SHOWN.
INSTALL 3" CONDUIT PER UTILITY COMPANY REQUIREMENTS. AT LEAST 48 HOURS
ADVANCE NOTICE SHALL BE GIVEN TO SOUTHERN CALIFORNIA EDISON COMPANY BY
CONTACTING KEN EATHERTON AT (714)895-0246. EXACT LOCATION OF CONDUIT
SHALL BE DETERMINED BY SCE IN THE FIELD.
INSTALL E.V.P. DETECTOR ON SIGNAL MAST ARM; USING PELCO ASTRO MINI-BRAC WITH
REDUCER BUSHING 1.5" TO 0.75".
REMOVE, BY WET SANDBLASTING, ALL CONFLICTING STRIPING, PAVEMENT LEGENDS
AND PAVEMENT MARKINGS.
INSTALL 12" WHITE THERMOPLASTIC CROSSWALK STRIPING.
INSTALL SIGN ON EXISTING POST. (2 EA.).
nm WORKlt~G DAYS BEFOR[ YOU DIG
[I}-REMOVE AND SALVAGE EXISTING STREET LIGHT. REMOVE OR BREAK DOWN FOUNDATION
TO 24" BELOW GRADE. 0-RELOCATE SIGN ON NEW POST (2" SQUARE "QUICK PUNCH"),
INSTALL DIMENSIONS UNLIMITED BATTERY BACK-UP SYSTEM ON SIDE OF CONTROLLER
CABINET PER MANUFACTURER'S REQUIREMENTS.
INSTALL 4" WHITE THERMOPLASTIC STRIPE (±50 L.F.).
INSTALL THERMOPLASTIC "ARROw'' LEGEND (2 EA.).
REMOVE EXISTING MEDIAN CURB, GUTTER AND SURFACE.
EX "RED CURB"
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I
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I
6'
24'
24'
30'
I r
•' 11
II
II
11 00
11 -s.
I ,.!.
12'
I
II
11
II
II
11
I I
11
00 • "S-:il 1 N
2'
EX R 8
24'
5'
CONSTRUCT NEW PCC CURB AND GUTTER IN KIND (6" CURB) AND PLACE
FULL DEPTH A.C. PAVEMENT. PATCH BACK MEDIAN SURFACE' IN KIND
(STAMPED AND COLORED PCC). EX "YELLOW CURB" ------1___,______,
11 0--REPLACE ACCESS RAMPS WITH A.D.A. APPROVED RAMPS. CALTRANS STD. A-88A. ~ EXTEND 2" WATER SERVICE PER CITY STANDARD STD-503-L.
11
II
CITY OF NEWPORT BEACH
THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH
FOR CONCEPT AND ADHERENCE TO THE CITY AND STATE
STANDARDS AND REQUIREMENTS ,9J/LY. THE CITY IS
NOT RESPONSIBLE FOR DESI N-~UMPTIONS AND
ACCURACY. /'f 7,.'/ /2' /,/-
APPRe_vEO-/;_;;{::ft:Yz..._.-.-·· /:31,,,,-
,::_:-_, /U c:ic WORKS DIRECTOR ~TE
APPROVEDQ.J,r;J ~J ~ 1,jq/,,.3
cfry TRAmc ENGINEER DATE
GENERAL NOTES :
1. ALL WORK, MATERIAL. AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE
STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND
STANDARD SPECIFICATIONS DATED JULY, 2002 AND THE SPECIAL PROVISIONS FOR i-~----+-_,_EX "RED CURB" THIS PROJECT.
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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~SE NOTED ON THE PLAN.
6. ALL LOOPS SHALL BE TYPE "E" OR 6'x6' SPACED 1D' APART. EXTEND 1' INTO CROSSWALK
OR LIMIT LINE UNLESS OTHERWISE NOTED.
7. SALVAGED STREET LIGHT(S) SHALL BE DELIVERED TO THE CITY UTILITIES YARD. CALL
(949) 644-3011 24 HOURS IN ADVANCE.
A (714) 992-2990 DESIGNED LBERT FAX 992-2883 JAT
G ROVER& JASSOCIATES CHECKED ~ JAT
N CONSULTING ENGINEERS v Suite 208 Fullerton, CA 92835 DRAWN
DMS
340' TO BACK
OF CROSSWALK
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 WITH L.E.D. TYPE INDICATIONS.
13. ALL VEHICLE HEADS SHALL BE 12" WITH DIALIGHT L.E.D. TYPE INDICATIONS.
AGA Job No. :
AGA File Nome:
Print Date
Last Revision :
169-001
SNMGLSGSG
11/4/03
11/4/05
TRAFFJC SIGNAL INSTAI I ATION
SAN MIGUEL DRIVE
AND
SPYGLASS HILL ROAD/EASTGATE DRIVE
T-5911-S
SHEET _1 _ OF_1 _
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