HomeMy WebLinkAboutT_5794_SCONDUCTOR TABLE I
/<11
/<12
/<14
¢5
¢6
¢8
¢2 PED
4 PED
# ¢6 PED
¢8 PED
14 ¢2 PPB
¢4 PPB
3 3 3 3 3 3 3 3 6
3
3 3 3 3 3 3 6
3 3 3
3 3 3 3 3 3
3 3 3 3 3 6
2
2
2
2
2
2
2
2
2
2
2
2
2
2 2
4
2
2 2 2 2
1
2
1
I DETECTOR SCHEDULE I SENSOR I UNIT ICHANN LOOP DETECTORS
POLE SCHEDULE
1
1
1
1
1
1
1 1 2
1 1 1-¢2 1) ( 1)
2 2-¢2 2) ®
2 1 3-¢2 3) <»
2 4-¢2
3 1 5-¢2
2 1-/<15 (4)
4 1 1-/<16 4 ®
2 2-¢6 5 6
5 1 3-¢6 6) 7
2 4-¢6
6 1 5-¢6
2 SPARE @
7 1 1-/<11 9
ECR
STANDARD LUMINAIRE R.S.N.S. SIGNAL MOUNTING PED PUSH BTN BIKE PUSH BTN POLE LOC. REMARKS No. TYPE HEIGHT SIG.M.A. LUM.M.A. HPSV LEGEND VEHICLE PED PHASE ARROW PHASE ARROW A B
(1) 17-2-70 30' 18'(N) 12'(N) 250 W Bison Ave MAS SV-1-T SP-1-CS 2(N) . 11' 2.5' NEW SIG., PED HEADS &
(N) (R) (N) -(N) (N) (N) - -PPB. REL. LUMINAIRE
(2) 1-A 1 a· TV-1 SP-1-CS 4(N) . 2(N) 11' 2.5' REL. POLE (R) - - -- - -(N) (N)
(3) 26-3-70 30' 40' 15' 250 W .,._ liberty Baptist MAS MAS SV-1-T SP-1-CS 4 -a· 2.5' Liberty BopUst -(N) (N) -
(4) 1-A 1 a· - - -- - -
TV-2-T SP-1-CS 6 4 5' 2.5' (N) (N) . '
® 17-1-70 30' 15' 12· 250 W Bison Ave -MAS SV-1-T SP-1-CS 6 -5' 2.5' (N) (N) (N) -
® 1-A 1 o' - - -
TV-1-T SP-1-CS 8 6 5' 2.5' - - -(N) (N) ' .
(7) 26-4-70 30' 40'(N) 12'(N) 250 W Country Club Dr -
ML1~N) MAS(N) SV-1-T SP-1-CS 8(N) 12' 2,5' w (N) (R) +-Cour~~ Club Dr (N) (N) ' - -2ea ¢6 PPB
¢8 PPB 1 1
2 SPARE 0
8 1 1-/<18 11 POLE LOCATION DETAIL (a; 1-A 1 o· TV-2-T SP-1-CS 2(N) 8(N) . 12· 2.5' REL. POLE (R) - - ----(N) (N) ¢2 BPB 1 1
¢4 BPS 1 1 1
¢6 BPS 1 1
¢8 BPB 1
PPB/BPB COMMON 1 1 1 1 1 1 1
SPARES 3 3 3 3 3 3 3 3
2
6
2 2-¢8
9 1 1-/<14
2 2-04
(#) = SYSTEM SAMPLER NUMBER
(l) = VCS INPUT NUMBER
·'· 1. ALL EQUIPMENT IS EXISTING EXCEPT WHERE SHOWN OTHERWISE: (N) = NEW, (R) = RELOCATE EXISTING
2. R.S.N.S. = REFLECTORIZED STREET NAME SIGN 3M VIP 3990 (WHITE LETTERS, GREEN BACKGROUND)
3. ALL SIGNAL HEADS SHALL BE 12-inch. (SEE NOTE 10)
4. REPLACE "WALK/DONT WALK" PED SIGNALS AND SP-1-T MOUNTINGS (8 EA). SEE NOTE 11
REPLACE PPB FACE PLATES WITH SYMBOL DISPLAY TYPE.
TOTALS 13 23 25 30 30 23 17 11 56 SENSOR UNITS ARE RACK MOUNTED "'1TH
MULTIPLE OUTPUTS DRIVEWAY
¢1 DETECTOR 2 2 2
DLC ¢2 DETECTOR
¢4 DETECTOR
5 5 5 5
2 2 2 2 2
2#16 ¢5 DETECTOR 1 1
¢6 DETECTOR 2 5 5
¢8 DETECTOR 2 2
TOTAL CABLES 2 2 6 9 8 6 6 17
# LUMINAIRE
SIGNAL COMMON 10 TOTAL
2 2 2 2 2 2 2 2
1 1 1 1 1 1
3 3 3 3 3 3 3 1 3
I 6PR.#19 I.C.
I EVP CABLE
CONDUIT SIZE I 2"(E) I 2"(E) ! 2"(E) I 3"(E) I 3"(E) I 3"(E) 12 Yi'(Ej 2"(E) l2-3'tE~
(E)=EXISTING -PROTECT IN PLACE
• RE"'1RE RUNS 6,7,8,9 TO REACH REL. POLES
• ADD EVP CABLE TO RUNS 1-5 & 9
REUSE DLC'S EXCEPT ¢8
1-¢2 17
~=1--
---------------
2-¢2 r7/ 230' TO BCR L 7rr•----":.::..::..~_:::.::'..'.__.._,
-----------------
0 "'
EXIST. 1 1/2"C/6PR. #19 I.C.
TO JAMBOREE RD. R/W
BISON
@J
----------------~
I AVE. L > -----------------7 ¢6
L..-~ R73-5 ~ rts-41~---i--
41 > w
/<11
PV
3-¢2 ~71-L-Lj s.o =======
1.
2.
3.
c' --
EXIST. 1"C/3-DLC
NOTES
ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE STATE STANDARD PLANS AND SPECIFICATIONS
DATED JULY 1992, THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD SPECIAL PROVISIONS AND
STANDARD DRAWINGS, 1994 ED. AND THE SPECIAL PROVISIONS FOR THIS PROJECT.
THE ENGINEER SHALL APPROVE POLE AND DETECTOR LOCATIONS PRIOR TO INSTALLATION
BY THE CONTRACTOR.
NEW LOOP DETECTORS SHALL BE 6'X6' OR TYPE E CIRCULAR WITH 10' SPACING IN THE DIRECTION OF TRAVEL
& CENTERED IN THE LANE UNLESS SHOWN OTHERWISE. EXTEND LIMIT LINE LOOPS 1' INTO CROSSWALKS.
4. ALL CONDUIT SHALL BE 2-inch UNLESS SHOWN OTHERWISE.
5. ALL PULLBOXES SHALL BE No. 5 UNLESS SHOv.N OTHERWISE.
[[I EXIST. 8-PHASE MUL TISONICS 820A CONTROLLER ASSEMBLY IN A TYPE "p" CABINET WITH DETECTION
AS SHOWN, VEHICLE COUNTING SYSTEM AND MISCELLANEOUS AUXILIARY EQUIPMENT. BICYCLE TIMING
LOGIC TO BE REUSED.
IT) EXIST. TYPE II SERVICE WITH 50A SIGNAL, 30A LIGHTING(UNMETERED), 15A I.S.N.S.(FUT.)
AND 15A SPARE BREAKERS.
8. ALL THREADED CONNECTIONS SHALL HAVE ANTI-SEIZE COMPOUND.
9. SEE SHEET 2 FOR STRIPING PLAN.
[QI ALL VEHICLE DESIGNATIONS SHALL BE 12-inch. REPLACE 8" SIGNAL HEADS AND MOUNTINGS.
[j] PEDESTRIAN INDICATIONS SHALL BE TYPE "C". REPLACE "WALK/DONT WALK" HEADS AND MOUNTINGS.
12. ALL SIGNAL HEADS SHALL BE METAL TYPE.
13. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS.
COORDINATE POLE INSTALLATIONS WITH OVERHEAD UTILITY OR SUBSTRUCTURE OWNERS. PHONE UNDERGROUND
SERVICE ALERT AT (800) 422-4143 48 HOURS. PRIOR TO CONSTRUCTION.
IB] INSTALL EVP DETECTOR ON SIGNAL MAST-ARMS. USE PELCO ASTRO MINI-BRAC WITH REDUCER
BUSHING 1.50" TO 0.75".
15. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
SPLICE TO EXIST. DLC'S
\
PL~
I
i 0, , I t====i
L
I
✓ I
I\
4'
230' TO
~
EXIST. LOOPS ---~~ i----
AB~ 117
EXIST, LOOPS ,. [ ,.L-_J
----
----
4 ---------------------------------------------------1r--
1,
--------
----
~~~~~~;::;,~-?,~ .... ----====~ro~=/=,.:=-:=====--:=:~!;:===::..:;:..;;;=::;t=== --c EXIST. SERVICE TO CAMELBACK ST.
R/W EXIST. 1 1/2"C/6PR. #19 1.C.
1 '
2-¢8
(6'x8')
15'
20'
4'
1¢8 _J
EXIST. 2"C/3#8
~
I
,.__ EXIST. SERVICE POINT
!-PL
I
EDISON HANDHOLE
I
I
I
I
I
I
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_Jr
PHASE 1+5
/--EXIST. TRAFFIC SIGNAL
\_ J MAINTENANCE EASEMENT ______ _J
TO CAMELBACK ST.
PHASE DIAGRAM
_) --+------+----,t-. ,t-
0 . I I
R r I I
--+------+----t t
PHASE 2+5 PHASE 1+6 PHASE 2+6 PHASE 4+8
COUNTRY CLUB DR. SCALE: 1" = 20'
POLE REMOVAL / RELOCATION NOTES
(D RELOCATE 1-A POLE TO @ COMPLETE WITH ALL NEW HARDWARE.
REMOVE FOUNDATION COMPLETE.
REMOVE & SALVAGE POLE AS DIRECTED BY THE ENGINEER. FURNISH ALL NEW
HARDWARE AND MOUNTINGS ON NEW POLE (D. REMOVE FOUNDATION COMPLETE.
RELOCATE 1-A POLE TO @ COMPLETE WITH ALL NEW HARDWARE.
REMOVE FOUNDATION COMPLETE.
@ REMOVE AND SALVAGE TYPE 26 POLE AS DIRECTED BY THE ENGINEER. FURNISH ALL
NEW HARDWARE AND MOUNTINGS ON NEW POLE(!). REMOVE FOUNDATION COMPLETE.
Moy 01, :woo -10:3Jom
C; \Drowrngs\Jobs\12809,dwg
.!)J!i.A!.!!.il1
~ Call: TOLL FREE
1-800
422-4133
TWO WORKIIG DAYS BEF'att '10U l)jG
CITY OF NEWPORT BEACH
THIS PJ.AN IS SIGNCD BY THC Cf/Y or NCWPORT BrACH
FOR CONCCPT AND AOHCRCNCC TO Cf/Y STANDARDS
ANO RCOUIRCME:NTS ONLY. THC Cf/Y IS NOT RCSPON-
SIBLr FOR DESIGN ASSUMPTIONS AND ACCURACY.
APPROVED1?Jirw1r14~L
PUBLI WORKS DEPT.
,;/4/oo
I OATE
,,
#12809
WP A Tlu\fFIC ENGINEEllNG, INC. 5/00 WPA
5/00 w WPA
5/00 WPA w TRAFFIC AND TRANSPORTATION ENGINEERING
23421 SOUTH POINTE DR. SUITE 190 LAGUNA HILLS, CA. 92653 (949)460-0ll0
~(M 1wd! DATE BY
WESTONS.PRGLE JI( RCE 16828
REMOVE R73-2 SIGNS & MOUNTING JES
POLE 7 -CHANGE 29-5-70 TO 26-4-70 ,E£
POLE 7 -MODIFY M.A. rDR 2ea 02 HEADS J:8
DESCRIPTION APP.
REVISIONS
DESIGNED SOMMERS
CHECKED
DRAWN P-IK
DATE 5/99
Traffic Signal Modification
Bison Ave. & Country Club Dr.
CITY OF NEWPORT BEACH
PUBLIC WORK DEPARTMENT
T-5794-S
SHEET 'l] Of ~
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--==-------
--
"c--...._=-----=----
----------===--
DRIVEWAY
I II I
I II I
I 11 ! I 11 I
BISON AVE.
I I I
I
I _.J._JL_L_
-----=====
--
\ ------
-
-
N
REMOVE 8" WHIIE-AND
--REFLECTIVE MARKERS --
...._....,-,--~ ~ ---=-----~~-~-:~--\ \
________ _ ~ :::_ ____ -fffiF. ;~~~i~~~=-~-~~-~~~:._:;;-~=-~-~~~-~-~~-2~_:i~o=·~-=~P-=o~c;K=_~E=~T~-=-~~-~~:-:-;-;~:-~-~-~-=-~;-~~;?~~~~~~i~~~~===~:~==~~:-_-:· ==~===~----------___ --\ \ C'\I ------------------------\ \ =---------~----------------~ ;._, ·-· ---------\ I ~ ----------"--~---------\
;::;----------· ,21" ---~ ------------------------~-======-::-===--::: ---------~-------------, N --------~~----------~~ -::---4....:'(~TY_P.,'...)_),l/2
1
~t• __ +-~~-~~-~-~~~~===~===~~===~~=-~~~~-=--~--J~i===~~-=-=-=~-=-=-=-=~--~-=--=-:--=~-~-=======-=-=-=-=-=-=-=-=----
----------------
--
15' 10' 15'
COUNTRY CLUB DR.
INSTALL W17
(STOP AHEAD) ~
250' TO LIMIT LINE \
l!-
SEE BELOW
<O'
cj
4" YELLOW SKIP CENTER LINE
STATE DET. 1. INSTALL 50' OF SOLID
YELLOW AT ALL INTERSECTIONS.
,/
I <O' a:
C ~ --- ---,---~(OJ__----0 N
0
N
+ O>
4" DOUBLE YELLOW
ST A TE DET. 21
R1 (STOP)30"
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15
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8
0 N 50' 13 12
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------- -__ _I_ _________ ,
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--COUNTRY CLUB DRIVE
<0'
I
<E--TO FORD RD. 4" DOUBLE YELLOW -----------STATE DET. 21 12" WHT.
SOUTHERN HILLS DR.
-,
4" YELLOW SKIP CENTER LINE
I
I I I , I
//
STATE DET. 1. INSTALL 50' OF SOLID
YELLOW AT ALL INTERSECTIONS.
I I I i I I
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I I I I I I ! I I I I ! I ,
f}J
!§ I I
I I I i I I I I I I
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p; INSTALL Wl 7
(STOP AHEAD)
250' TO LIMIT LINE
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CITY or NEWPORT BEACH
THIS PLAN IS SIGNED BY TH£ Cf1Y OF NEWPORT BEACH
FOR CONCEPT AND ADHERENCE TO Cf1Y STANDARDS
AND REQUIREMENTS ONLY. TH£ Cl7Y IS NOT RESPON-
SIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY.
APPROVED~.._.(_ Mt~ c.(11~,9
PUBLIC WORKS DEPT. DA E
APPROVED _____ ~-----==--
UTILITIES DEPT. DATE
16
17
SOUTHERN HILLS DR.
#961541s\
23421 SOUTH POINTE DR. SUITE: 190 LAGUNA HillS, CA. 92853 (949)460-0110
WESTON$~ RCE 16828 ; D.A'l'E
~
19 -0
STATE sm.
STATE STD. TYPE IV ARROWS
0
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C
5
INSTALL STATE STD. 8'
"STOP" LEGEND (TYP .)
~TYP-=E~IV:.._:A:RR:O:::W::_:S:___1-----/--__ ----)_:__ L:,./2 r-\--..::.J s ..._ R1(STOP)30"
R61-19.1
ONLY ONLY
30"X24"
R61-19.1
DATE BY DESCRIPTION
REVISIONS
8" WHITE R1 (STOP)30"
STATE DET. 38A
\
STATE DET. 1
AROUND OLD COURSE DR.
NOTES
1. ALL WORK AND MATERIAL SHALL CONFORM TO THE STATE
STANDARD PLANS AND SPECIFICATIONS DATED JULY 1992
AND THE CURRENT TRAFFIC MANUAL.
IIJ PAINT 4" DOUBLE YELLOW / DET. 21
QJ PAINT 4" DOUBLE YELLOW / DET. 29
8J PAINT 8" WHITE / DET. 38A
[fil EXTEND 4" WHITE LANE LINE AS SHOWN
[[] INSTALL 12" WHITE CROSSWALK (THERMOPLASTIC)
CT] INSTALL TYPE IV ARROW MARKING (THERMOPLASTIC)
[[j REMOVE CONFLICTING STRIPING BY SANDBLASTING.
9. STRIPING ON-SITE BY OTHERS.
4" SOLID YELLOW
CENTER LINE -50'
INSTALL W17
,,_ (STOP AHEAD)
250' TO LIMIT LINE
SCALE: 1" = 40'
DESIGNED
Striping And Signing Plan
BISON AVE.
Country Club Dr. To Camelback Dr. SOMMERS
CHECKED
DRAWN PJK APP. CITY OF NEWPORT BEACH T-5794-S
DATE 5/99 PUBLIC WORK DEPARTMENT SHEET ~ OF ~
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