HomeMy WebLinkAboutT_5934_SI'll CONDUCTOR SCHEDULE
AWG CIRCUIT /1\ 12\ 13\ /4\ 1)N
¢1 -3 3 -3
¢2 - - -3 3
¢4 - - -3 3
¢5 3 3 3 3 3
¢6 -3 3 3 3
¢8 3 3 3 --
¢2P - - -2 2
¢6P 2 2 2 - -
¢BP 2 2 2 2 2
¢2PPB - - -1 1
¢6PPB 1 1 1 --
#14 ¢8PPB 1 1 1 1 1
¢28PB - - --1
¢48PB -1 1 - -
¢6BPB 1 1 1 --
¢88PB - - -1 1
PPB & BPS COMMON 1 1 1 1 1
SPARES 3 3 3 3 3
TOTAL 17 24 24 23 27
ILLUM. ST. NAME SIGN 2 2 2 2 2
#12
TOTAL 2 2 2 2 2
SIGNAL & SIGN COMMON 1 1 1 1 1
#10 LU MIN AIRE 2 2 2 2 2
TOTAL
~
3
3
3
6
6
3
2
2
4
1
1
2
1
1
1
1
2
6
48
4
4
2
4
CONSTRUCTION NOTES:
&O PROVIDE AND INSTALL A NEW 8-PHASE IDC 820A CONTROLLER IN A NEW TYPE
"R" CABINET AND AN ADDITIONAL SHELF ON NEW FOUNDATION. CABINET TO
INCLUDE ALL NEW PLUGABLES AND ALL MISCELLANEOUS AUXILIARY EQUIPMENT
PER THE SPECIAL PROVISIONS. ~ INSTALL NEW TYPE II MODIFIED SERVICE ON THE NEW CONTROLLER CABINET PER
CITY OF NEWPORT BEACH SID-910-L AND PER THE SPECIAL PROVISIONS.
5J INSTALL NEW BATTERY BACKUP SYSTEM AS DETAILED IN THE SPECIFICATIONS.
BATTERIES SHALL BE INSTALLED INSIDE NEW TYPE "R" CABINET ON AN ADDITIONAL SHELF.
Ii) REPLACE OPTICOM DETECTORS WITH NEW 3M #722 DETECTORS USING PELCO ASTRO
MINI-BRACKET OR EQUAL (DETAIL "A"), NEW 752 PHASE SELECTORS, AND 3M
138 CABLE. EXISTING DETECTORS AND PHASE SELECTORS SHALL BE SALVAGED
TO THE CITY.
E) REMOVE 6 FT. PORTION OF THE CONCRETE MEDIAN CURB AND RECONSTRUCT CONCRETE
MEDIAN NOSE AS SHOWN. INSTALL FULL DEPTH OF A.C. PAVEMENT IN REMOVED MEDIAN
SEGMENT. ~ INSTALL R4-7 SIGN.
[zJ REPLACE OR INSTALL WITH NEW No. 6 PULL BOX.
INSTALL NEW No. 5 PULL BOX.
INSTALL TRAFFIC SIGNAL LOOP DETECTORS.
NEW 3" CONDUIT SHALL BE INSTALLED IN RUNS #3, #5, AND #6.
INSTALL 12-PAIR #19 ICC CABLE (APPROXIMATELY 315') IN EXISTING CONDUIT. INTERCEPT
EXISTING CONDUIT RUN TO NEW FOUNDATION.
l,2I REMOVE AND INSTALL NEW CURB ACCESS RAMP PER CITY STD 181-L-A/B/C/D
(11/2005 REVISION), INCLUDING DETECTABLE WARNING SURFACE. &Q ABANDON EXISTING CONDUIT RUN AS SHOWN.
&d.gl> NEW 3" CONDUIT (SERVICE CONDUCTORS BY SCE).
/
BALBOA
ETECTOR (OPTICOM
MODEL 722)
ASTARM MOUNTING
CLAMP (PELCO NO.
AB-121)
EMERGENCY VEHICLE PRE-EMPTION
DETECTOR MASTARM MOUNTING DETAIL
11:i SENSOR SCHEDULE
SENSOR
SENSOR UNIT CHANNEL LOOP DETECTORS
1 1 1-¢1
2 1-06
2 1 2-¢6
2 3-¢6
3 1 1-05
2 1-¢2
4 1 2-¢2
2 1-¢4
5 1 * 2-04
2 1-08
6 1 SPARE
2 SPARE
Iii = SENSOR UNITS WILL BE RACK MOUNTED WITH
INTEGRAL TIMING CAPABILITY PER CHANNEL
(CALL EXTENSION: 0-5 SECONDS MINIMUM, CALL
DELAY: 0-30 SECONDS MINIMUM). SPECIAL
DETECTOR OPERA llON SHALL BE AS NOTED:
e = CALL EXTENSION
• = CALL DELAY
PVT DWY
1 o' 20' \
X6 TYP.
rn
PHASE-FUNCTION -SEQUENCE DIAGRAM
VEHICLE & PEDESTRIAN _) ( -----i t t MOVEMENTS PER FUNCTION ---t
NEMA PHASE DESIGNATION 5 1 2 6 4 8
I 1+6 I • I 2+6 I • I 2+5 I I 4+8 I
SEQUENCE WITH CALLS ON ALL PHASES
RIVER AVE
R/W
/
/
3 3 3 3 3 6 [,] --c)\.._ __________ _;;f-_____ _;;i, _________ P_R_O_TE_C_T_I_N_P_L_A_C_E_"' !i<,!(----cf
¢1 1 1 1
Det. ¢2 - - -Loop ¢4 -2 2 Cable ¢5 - - -
#18 ¢6 3 3 3
¢8 - - -
TOTAL 4 6 3
E.V.P. Cable - - -
CONDUIT SIZE 2" 2½" 3"
*
I'll REMOVE EXISTING CONDUCTORS AND INSTALL NEW THROUGHOUT
• NEW CONDUIT
BPB = BICYCLE PUSH BUTTON
GENERAL NOTES:
--
-2
--
-1
- -
1 1
1 3
1 1
22½' 2-3"
*
1
2
2
1
3
1
10
1
2-3"
*
s
/
1. ALL WORK, MATERIAL AND EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR AND CONFORM TO
(1) THE SPECIAL PROVISIONS FOR THIS PROJECT, (2) THE TRAFFIC SIGNAL MODIFICATION PLANS FOR THIS
PROJECT, (3) THE STATE OF OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND
STANDARD SPECIFICATIONS DATED JULY 2002, (4) THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, 2003 ED., AND (5) THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD
SPECIAL PROVISIONS & STANDARD DRAWINGS, 2004 ED.
2. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR
TO DOING WORK. THE CONTRACTOR SHALL POTHOLE FOR NEW POLE LOCATIONS AND CONDUIT RUN, AND
OBTAIN APPROVAL FOR THE PROPOSED LOCATION FROM THE CITY.
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A
MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO COORDINATE ALL PHASES OF THE CONSTRUCTION WITH THE VARIOUS UTILITY
COMPANIES INVOLVED.
4. THE CITY SHALL APPROVE THE EXACT LOCATION OF ALL POLES, PULL BOXES, CONDUITS, DETECTOR
LOOPS, AND CABINETS IN THE FIELD.
5. ALL PULL BOXES SHALL BE No. 6 UNLESS OTHERWISE NOTED ON PLANS.
6. ALL LOOPS SHALL BE TYPE "E", SPACED 10' APART, AND SHALL EXTEND 1' INTO CROSSWALK OR
LIMIT LINE UNLESS NOTED OTHERWISE (i.e. EXISTING).
7. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT
AS REQUESTED, SHALL BE SALVAGED TO THE CITY OF NEWPORT BEACH.
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 THE ELECTRICAL
WORK AND PRIOR TO THE REQUIRED INSPECTIONS.
10. REPLACE ALL SIGNAL HEADS, TERMINAL BOXES, AND HARDWARE NEW. INDICATIONS SHALL BE 12-INCH L.E.D.
(LIGHT EMITTING DIODE). ALL SIGNAL HEADS TO BE COMPOSITE TYPE PER THE SPECIAL PROVISIONS.
11. REPLACE ALL PEDESTRIAN INDICATIONS, HOUSINGS, AND HARDWARE NEW. PEDESTRIAN INDICATIONS SHALL BE
L.E.D. COUNTDOWN MODULES PER THE SPECIAL PROVISIONS.
12. ALL PEDESTRIAN AND BIKE BUTTONS SHALL BE REPLACED NEW WITH APPROVED A.D.A. BUTTON ASSEMBLIES, PER
THE SPECIAL PROVISIONS. ALL BUTTONS SHALL BE 40 INCHES ABOVE FINISHED GRADE.
13. INSTALL ALL NEW CONDUCTORS IN EXISTING CONDUITS. PRIOR TO INSTALLING NEW CONDUCTORS, EXISTING
UNDERGROUND CONDUIT SHALL BE CLEANED WITH A MANDREL OR CYLINDRICAL WIRE BRUSH AND BLOWN OUT
WITH COMPRESSED AIR.
14. ALL NEW CONDUITS SHALL BE PVC SCHEDULE 80 AT A MINIMUM DEPTH OF 36 INCHES UNLESS OTHERWISE APPROVED.
15. ROTATE ALL FRAMEWORK AWAY FROM THE CURB FACE TO MAXIMIZE VEHICLE CLEARANCE FROM ROADWAY.
16. SIGNAL SHALL REMAIN IN OPERATION AT ALL TIMES, EXCEPT AS NOTED IN THE SPECIAL PROVISIONS.
17. THE CONTRACTOR SHALL PROVIDE WATER REMOVAL EQUIPMENT IF UNDERGROUND WATER IS ENCOUNTERED, PER
SECTION 19-3.04 OF THE STATE STANDARD SPECIFICATIONS AND SECTION 7-8.6 OF THE PROJECT SPECIAL PROVISIONS.
I
L,, -\ st-
SD SD I 's-IJ' so~
I \ 6 / \\\ '-' ~-'" SIGNS ,, --SD --SD --SD --SD --SD 1---i-'
-
s--
SCALE 1 "=20'
-+----
l_,, -\
I\ /
I -
y -\
\ I
-l'JHL - 0
(315')
EXISTING 1"C
C'\J ~
C'\J ~ ~
s--
C'\J 1-¢2
2-¢2
es
I
I -\ 20' I
\ I -'---,'
DI IL DIil □H1 OH
EXIST. EDISON CO. SERVICE
POINT #2021177E
1
3
I \ 1
\ I r -.1.-_ - -
RIVER AVE
ATTENTION
Utilities shown on the plan are based on available records. It shall
be the contractors sole responsibility to verify all existing utilities
by contacting the utility agencies, and to exercise extreme care to
avoid damaging existing utilities during excavation.
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION
SUBMITTED, IN PART, BY OTHERS. WHILE THIS INFORMATION IS BELIEVED
TO BE RELIABLE, CITY OF NEWPORT BEACH IS NOT RESPONSIBLE FOR ITS
ACCURACY, NOR FOR ERRORS OR OMISSIONS WHICH MAY HAVE BEEN
INCORPORATED INTO THESE PLANS AS A RESULT.
~FESSIQ
~'! E .fl ,, 4'
~ ~t
No. 45521 . 12-31-
CJV\l.,
OF' CAl.,'$
1 ¢ --SD
= -= ::::::::i c_:=,
8::::,
L...c....J =-=::::
XIST. 2"C, & 1-DLC
EnPOLE
-_,.
CP.
\__R/W
SCHEDULE
5 -----------
\~ £
\ I
--io1\-\ 51
--SD
POLE DATA H.P.SOD. VAP. SIGNAL MOUNTING PED PUSH BUTTON POLE LOCATION TYPE "A" SIGN
SIGNAL
No TYPE HEIGHT M.A. M.A. WATTS VEH
I 1) 29-4-7Q, IE 30' 45'(E) 15(E) 250 • ·a-t@
12) PPB (E' 4' 7" -
@ 17-2-129 30' 20' 12' 250 SV-2 j
14) PPB (E' 4' 7"
5 25-4-70
11'.' 30' 35'(E) 15/El 250 sv 2i
6 PPB /E' 4' 7" --
17 17 2 129 30' 20' 12' 250 SV-2 ·1
(8 PPB /El 4' 7" -
Iii ALL EQUIPMENT NEW EXCEPT AS OTHERWISE SHOWN: (E) EXISTING
NOTE: NEW MOUNTING HARDWARE SHALL BE USED THROUGHOUT.
MA
MAS MAS
-
MAS
-
MAS
MAS
-
MAS
PED PED PHASE BIKE PHASE A (DOUBLE FACE)
B I.S.N.S
SP 1 T 6 o· 2.5' -River-----A
-6 4 e 1 o· 2.5'
SP-2-T 6 8 -lJ;:;4.5' 2.5' Balboa Blvd A ·---6 ® 1 2.5'
SP 2 T 8 12' 4' ----River A
-2 8 Ii) 12· 2.5'
SP 1 T 2 18 I~ 6,5
2 e (~ j:J' IX 2.5' -
O PPB WITH SPECIAL BICYQE SIGN & TIMING
@ ALL TERMINAL BOXES SHALL BE LINGO INDUSTRIAL ELECTRIC MODEL, LESV1T, OR AGENCY APPROVED EQUAL. CIRCUITRY (SEE SPECIAL PROVISIONS & STD-914-L)
A ALL ISNS SHALL BE NEW INDUCTION LAMP (SEE
SPECIAL PROVISIONS) AND HAVE SHORTING CAP.
TRAFFIC SIGNAL
QTYlRAFflC N MODIFICATION PLAN
R.E. NO: 45521 BALBOA BLVD AT RIVER AVE
BL AS--BUILT DAlE S -I~ -e, 8 5/0II
1--ND_. ~DA_1E~-BY~ ____ DE_sc_:R1P_TION _____ ~AFl"_o+. DES1~:m=---DRA=~~--1CI TY OF NEWPORT BEACHl--_-_5..,.9_3_4_-..,,_.-11
O£a<£il DATE 1 1 es 05 15 2008 PUBLIC WORKS DEPARTMENT SHEET OF REVISIONS
~ r
u!. .r,
00 0
~ 0 ~ "' I "' -I ... (.fl! "' 0 @J 0 < 0
~ ...-
~ 7ft " > f w "' I!! .c I • ~ 1 ...... I 0 .. 0 .0 r 0
;9-V)
I ...
"' "' "' ~
ill 0 "' I "' 0 0
;::!-V) z <t J a.
;j_ z '-" v;
/ '-'
8: <t I'""-g:
/ V) ~ "' QC
~ ~ '-' ::; co ::,
~ 0 0 <t ~ 0 w QC
<C
:JC
~ co ~ u, QC w V)
?-
c.:
11 CONDUCTOR SCHEDULE
AWG CIRCUIT I,\ /2\ /4\ /4\ 15'
12)1 -3 3 -3
¢2 ---3 3
¢4 ---3 3
12)5 3 3 3 3 6
¢6 -3 3 3 6
¢8 3 3 3 -3
¢2P ---2 2
¢6P 2 2 2 -2
¢8P 2 2 2 2 4
CONSTRUCTION NOTES:
[!J PROVIDE AND INSTALL A NEW 8-PHASE IDC 820A CONTROLLER IN A NEW TYPE
"R" CABINET WITH EXTERIOR FLANGE AND AN ADDITIONAL SHELF ON EXISTING
FOUNDATION. CABINET TO INCLUDE ALL NEW PLUGABLES AND ALL MISCELLANEOUS
AUXILIARY EQUIPMENT PER THE SPECIAL PROVISIONS.
(;iJ INSTALL NEW TYPE II MODIFIED SERVICE ON THE NEW CONTROLLER CABINET PER
CITY OF NEWPORT BEACH STD-910-L AND PER THE SPECIAL PROVISIONS. 5] INSTALL NEW BATTERY BACKUP SYSTEM AS DETAILED IN THE SPECIFICATIONS.
BATTERIES SHALL BE INSTALLED INSIDE NEW TYPE "R" CABINET ON AN ADDITIONAL SHELF.
l±:J REPLACE OPTICOM DETECTORS WITH NEW 3M #722 DETECTORS USING PELCO ASIBO
MINI-BRACKET OR EQUAL (DETAIL "A"), NEW 752 PHASE SELECTORS, AND 3M
138 CABLE. EXISTING DETIECTORS AND PHASE SELECTORS SHALL BE SALVAGED
TO THE CITY.
DETAIL "A"
ETECTOR ( OPTIC OM
MODEL 722)
ASTARM MOUNTING
CLAMP {PELCO NO.
AB-121)
EMERGENCY VEHICLE PRE-EMPTION
DE1ECTOR MASTARM MOUNTING DETAIL
II SENSOR SCHEDULE
SENSOR
SENSOR UNIT CHANNEL LOOP DETECTORS
1 1 1-¢1
2 1-¢6
2 1 2-06
2 3-~6
.3 1 1-¢5
2 1-¢2
4 1 2-~2
2 1-04
5 1 • 2-¢4
2 1-¢8
6 1 SPARE
2 SPARE
IO = SENSOR UNITS WILL BE RACK MOUNTED WITH
INTEGRAL TIMING CAPABILITY PER CHANNEL
(CALL EXTENSION: 0-5 SECONDS MINIMUM. CALL
PHASE-FUNCTION
VEHICLE & PEDESTRIAN
MOVEMENTS PER FUNCTION
NEMA PHASE DESIGNATION 5
SEQUENCE DIAGRAM
------
---------
1 2 6 4 8
1+6 f---•-2+6 f--~•-2+5 f---• 1 4+8
SEQUENCE WITH CALLS ON ALL PHASES +· ¢2PPB ---
¢6PPB 1 1 1
--· -
1 1
1
·---Eo--RE!11lOVEo-FT. POR I ION -oF··~cONC~lilEDfAllfTUREf-AND RECONSTRUCT-~ONCRE IE
MEDIAN NOSE AS SHOWN. INSTALL FULL DEPTH OF A.C. PAVEMENT IN REMOVED MEDIAN
-~~E)~e~L,\Yc-0· 30 3eC(ll;[)s-1.ftt~IMUM). 31'cCtA!:·
DETECTOR OPERATION SHALL BE AS NOTED:
• = CALL EXTENSION
#14 ¢8PPB 1 1 1
¢2BPB ---
¢4BPB -1 ' '
¢6BPB 1 1 1
¢8BPB --·-
PPB & BPB COMMON 1 1 1
SPARES 3 3 3
TOTAL 17 24 24
ILLUM. ST. NAME SIGN 2 2 2
#12
TOTAL 2 2 2
SIGNAL & SIGN COMMON 1 1 1
#10 LUMINAIRE 2 2 2
TOTAL 3 3 3
(1)1 1 1 1
-
1 2 '
-1
-1
-1
1 1
1 2
3 6
23 48
2 4
2 4
1 2
2 4
3 6
-1
SEGMENT.
Ii) INSTALL R4-7 SIGN.
W REPLACE WITH NEW No. 6 PULL BOX. Ii] INSTALL NEW No. 5 PULL BOX.
[i] INSTALL TRAFFIC SIGNAL LOOP DETIECTORS.
[ig] NEW 3" CONDUIT SHALL BE INSTALLED IN RUN #3.
Iii] INSTALL 12-PAIR #19 ICC CABLE (APPROXIMATELY 315') IN EXISTING CONDUIT.
~ REMOVE AND INSTALL NEW CURB ACCESS RAMP PER CITY STD 181-·L-A/B/C/D
(11/2005 REVISION), INCLUDING DETECTABLE WARNING SURFACE.
/ /
t:.)
BALBOA 7
,\ ..._ ____________ _;;c+,J:_ ______ .:... ____________________ .J;;j~
Det. (1)2 1 ----
Loop ¢4 -2 2 -2 Cable ¢5 ----1 ~
'···
1 , -£::,,', ~~; v PROTECT-IN-PLACE
: ; --_-::~--; -:~\~, ,'' 7_/_.-_-·-··-·_···_···· ---t~)_··_ -:er:---_--,_, ------_·-··· __ ~--,.....---: • ~-C SIG~~~u
\/ /.: L_-_;!f-p--= .. ~1--...,-, ---... -_,___,-=---, -_-_-;-.,-"'-·7::....-:•:... ___ +--------------½-r-_-. ,------------◊....:_ __ >---·---··----~· l.....-il-1111111► ¢6 #18 ¢6 3 3 3 -3
¢8 ---1 1 ' 0~ //'/
CJ -,1/ ,/
~ \ ,_ / ~/ ,-·z·_ I \ ___ / (\J ~ ~/ --.,...... ~
TOTAL 4 6 I .3
E.V.P. Cable ---
CONDUIT SIZE 211 2½" 3"
*
11 REMOVE EXISTING CONDUCTORS AND INSTALL NEW THROUGHOUT
* NEW CONDUIT
BPB = BICYCLE PUSH BUTTON
GENERAL NOTES:
1 9
1 1
2211' 2-3
-7
>;Y
/ .
. '. .
---. -•. ') ----· ,_.-
.,, •• ....___....______-"/c._·/ ___ _
1. ALL WORK, MATERIAL AND EQUIPMENT SHALL BE FURNISHED BY THE CONTRACTOR AND CONFORM TO
(1) Tl-IE SPECIAL PROVISIONS FOR THIS PROJECT, (2) THE TRAFFIC SIGNAL MODIFICATION PLANS FOR THIS
PROJECT, (3) THE STATE OF OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AND
STANDARD SPECIFICATIONS DATED JULY 2002, (4) THE "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION, 2003 ED., AND (5) THE CITY OF NEWPORT BEACH DESIGN CRITERIA, STANDARD
SPECIAL PROVISIONS & STANDARD DRAWINGS, 2004 ED.
2. THE CONTRACTOR IS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR
TO DOING WORK. THE CONTRACTOR SHALL POTHOLE FOR NEW POLE LOCATIONS AND CONDUIT RUN, AND
OBTAIN APPROVAL FOR THE PROPOSED LOCATION FROM THE CITY.
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A
MINIMUM OF 48 HOURS PRIOR TO THE START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR TO COORDINATE ALL PHASES OF THE CONSTRUCTION WITH THE VARIOUS UTILITY
COMPANIES INVOLVED.
4. THE CITY SHALL APPROVE THE EXACT LOCATION OF ALL POLES, PULL BOXES, CONDUITS, DETECTOR
LOOPS, AND CABINETS IN THE FIELD.
5. ALL PULL BOXES SHALL BE No. 6 UNLESS OTHERWISE NOTED ON PLANS.
6. ALL LOOPS SHALL BE TYPE "E". SPACED 10' APART, AND SHALL EXTEND 1' INTO CROSSWALK OR
LIMIT LINE UNLESS NOTED OTHERWISE (i.e. EXISTING).
7. ALL SALVAGED MATERIAL AND EQUIPMENT SHALL BECOME THE PROPERTY OF THE CONTRACTOR, EXCEPT
AS REQUESTED, SHALL BE SALVAGED TO THE CITY OF NEWPORT BEACH.
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 THE ELECTRICAL
WORK AND PRIOR TO THE REQUIRED INSPECTIONS.
10. REPLACE ALL SIGNAL HEADS, TERMINAL BOXES, AND HARDWARE NEW. INDICATIONS SHALL BE 12-INCH L.E.D.
(LIGHT EMITTING DIODE). ALL SIGNAL HEADS TO BE COMPOSITIE TYPE PER THE SPECIAL PROVISIONS.
11. REPLACE ALL PEDESTRIAN INDICATIONS, HOUSINGS, AND HARDWARE NEW. PEDESIBIAN INDICATIONS SHALL BE
L.E.D. COUNTDOWN MODULES PER THE SPECIAL PROVISIONS.
12. ALL PEDESTRIAN AND BIKE BUTTONS SHALL BE REPLACED NEW WITH APPROVED A.D.A. BUTTON ASSEMBLIES, PER
THE SPECIAL PROVISIONS. ALL BUTTONS SHALL BE 40 INCHES ABOVE FINISHED GRADE.
13. INSTALL All NEW CONDUCTORS IN EXISTING CONDUITS. PRIOR TO INSTALLING NEW CONDUCTORS, EXISTING
UNDERGROUND CONDUIT SHALL BE CLEANED WITH A MANDREL OR CYLINDRICAL WIRE BRUSH AND BLOWN OUT
WITH COMPRESSED AIR.
14. ALL NEW CONDUITS SHALL BE PVC SCHEDULE 80 AT A MINIMUM DEPTH OF 36 INCHES UNLESS OTHERWlSE APPROVED.
~R/W
b
N 1-02
I \ 1 Q' / \
\ / \ ,;.-_ ---.J-
, __ -i-;...-..,-•--'-'.,.~~-_,-=_;_~,-,_ rj_ ~ -@_-··tl-:JC ]~I '~
EXIST. EDISON co. SERVICE T
POINT #2021177E
RELOCATE R-49 (CA)
SIGN TO NEW POLE
1 2
3 4
' ,, .. ,,q.
PY
., = CALL DELAY
RIVER AVE
PVT DWY
1 Q' 1 o' 20' '
-st-0. I X6 TYP.
v [2] e.
I
N
~
¢5"1111n-:fih PV -
•. \ ·,
/ \.
XIST. 2"C, & 1-DLC
/ /
/ ;
/
·c J
..-0 -·
11 POLE SCHEDULE
POLE DATA H.P.SOD. VAP. SIGNAL MOUNTING
No TYPE HEIGHT
(j) 29 4}~ 30•
12) PPB IE' 4' 7"
3 17-2-129 30'
4 PPB IE' 4' 7"
® 25-4-7~ 30'
6 PPB IE' 4' 7"
7 17-2-129 30'
8 PPB IE' 4' 7"
SIGNAL
M.A. M.A. WATTS
45'(E) 15iE~ 250
20' 12' 250
35'(E) 15(E] 250
20' 12' 250
VEH MA
..,. -~-u ~AS • AS -
SV-2-"I MAS
SV-2-1. MAS tlll MAS
SV-2-T.6_ W MAS
111 ALL EQUIPMENT NEW EXCEPT AS OTHERWISE SHOWN: (E) EXISTING
NOTE: NEW MOUN.ONG HARDWARE SHALL BE USED THROUGHOUT.
PED
SP 1 T
SP-2-T
SP 2 T
SP 1 T
PED PUSH BUTTON
PED PHASE BIKE PHASE
6
6 4
6 8 --6
8
2 B
2
2
• All TERMINAL BOXES SHALL BE LINGO INDUSTRIAL ELECTRIC MODEL, LESV1T, OR AGENCY APPROVED EQUAL
\
"' 0
~ I
"' ~ ~ 0
~ ii"
I
0 0 .o
0
~ ' ... ,,,
"' "'
POLE LOCATION TYPE "A" SIGN
(DOUBLE FACE)
I.S.N.S
;!:,
'3
A
6'
23.5'
B
---River------4
2.5' Balboa Blvd ...
----River --6
5.5'
0 N
I cry
0 0
;::'-,n z « ~ u.
~ « z "' ~
E «
!;§. ,n
OL
"' ~
@ PPB WITH SPECIAL BICYCLE SIGN & TIMING u
CIRCUllRY (SEE SPECIAL PR0i1S10NS & STD-914-L) a5
A ALL ISNS SHALL BE NEW INDUCTION LAMP (SEE ~
SPECIAL PR0'.1SIONS) AND HAVE SHORTING CAP. g <(
~ ,--...----.----------------~-------------------------------13 ~
15. ROTATE ALL FRAMEWORK AWAY FROM THE CURB FACE TO MAXIMIZE VEHICLE CLEARANCE FROM ROADWAY.
16. SIGNAL SHALL REMAIN IN OPERATION AT ALL TIMES, EXCEPT AS NOTED IN THE SPECIAL PROVISIONS. ATTENTION
Utilities shown on the plan are based on available records. It shall
be the contractors so!e responsibility to verify all existing utilities
by contacting the utility agencies, and to exercise extreme core to
i----+-~------1-----18J,,w1f1(~ TRAFFIC SIGNAL ~
TRANS. & DEV. SERVICES MANAGER MODIFICATION PLAN ;;;-
'<-~ • " ct" '-<f>' ~
17. Tl-IE CONTRACTOR SHALL PROVIDE WATER REMOVAL EQUIPMENT IF UNDERGROUND WATER IS ENCOUNTIERED, PER
SECTION 19-3.04 OF THE STATE STANDARD SPECIFICATIONS AND SECTION 7-8.6 OF THE PROJECT SPECIAL PROVISIONS. SCALE 1 "=20' avoid damaging existing utilities during excavation.
No. 22045
Exp. 09/30/0
CIV\\..
OF CAU
R.E. NO 22045 BALBOA BL VD AT RIVER AVE bl
~-+----l--------------1--~DA:.'.T:.:E=A~=·='==l':;.2..:c'C()(,~===11-----------------~-.....Jf
DATE BY DESCRIPTION APP'D. DESIGNED DRASWCN CITY OF NEWPORT BEACH T-5934-S !--....L..---'--------------L----+,.,.,,,;R:o,G;,,,._ __ b~'-----1 1--------1
CHECKED DATE PUBLIC WORKS DEPARTMENT SHEET 1 OF 1
BS 04 11 /2006 REVISIONS
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