HomeMy WebLinkAboutT_6080_S(SHEETS 01 - 08 ONLY)
C-9416-1
BELCO AS-BUILT
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET OF 22
PLANS PREPARED BY:
1700 Carnegie Avenue, Suite 100
Santa Ana, CA 92705-551
Phone: (949)270-9480
Fax: (949) 270-9481
TRAFFIC SIGNAL REHABILITATION PROJECT
FY2023-2024
T-6080-S
C-9416-1
02
GENERAL NOTES
NO EQUIPMENT OR MATERIALS SHALL BE STORED ON SIDEWALK, ROADWAYS, OR IN THE BIKE LANE AT ANY15.
16.
14.
13.
THE CONTRACTOR SHALL REPAIR ALL DAMAGED LANDSCAPING AND IRRIGATION IN-KIND AND TO THE
12.
11.
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SATISFACTION OF THE CITY.
GENERAL NOTES
2.
3.
1.
THE CONTRACTOR SHALL LOCATE, PROTECT, SHORE, BRACE, SUPPORT, AND MAINTAIN ALL EXISTING
FACILITIES INCLUDING GAS, WATER, IRRIGATION, SEWER, POWER, STREET LIGHTS, TELEPHONE AND OTHER
CONSTRUCTION WHICH MAY BE UNCOVERED OR OTHERWISE AFFECTED BY THE WORK. CONTRACTOR SHALL
BE RESPONSIBLE FOR THE LOCATION AND PRESERVATION OF ALL SUCH FACILITIES IN THE AREA OF
CONSTRUCTION, AND SHALL NOTIFY UTILITIES FORTY-EIGHT HOURS IN ADVANCE OF ANY CONSTRUCTION.
USA (UNDERGROUND SERVICE ALERT) SHALL BE CALLED AT 800-227-2600 BEFORE PLANTING TREES,
TRENCHING, DIGGING POST HOLES, BLASTING, GRADING, EXCAVATING, DRILLING, BORING, ETC.
ALL TRAFFIC CONTROL DEVICES SHALL BE IN PLACE BEFORE WORK IS STARTED. DEVICES NO LONGER
REQUIRED SHALL BE REMOVED AS SOON AS POSSIBLE. AS REQUIRED BY ENGINEER, CONTRACTOR SHALL
PROVIDE TRAFFIC CONTROL PLANS PER SPECIAL PROVISIONS PRIOR TO CONSTRUCTION. TRAFFIC CONTROL
SHALL CONFORM TO THE CURRENT WATCH MANUAL, AND CALIFORNIA MUTCD.
PEDESTRIAN TRAFFIC MUST BE MAINTAINED AT ALL TIMES. PEDESTRIANS MAY BE RELOCATED ONTO PRIVATE
PROPERTY WITH OWNERS PERMISSION ONLY. SIDEWALK MAY BE CLOSED WITH THE PERMISSION OF ENGINEER.
A 12'' (305 mm) VERTICAL SEPARATION BETWEEN NEW CONDUITS AND OTHER UTILITIES SHALL BE
MAINTAINED AT CROSSINGS. A 5' (1,524 mm) MIN. HORIZONTAL SEPARATION BETWEEN NEW CONDUITS
AND POWER AND WATER UTILITIES THAT RUN PARALLEL SHALL BE MAINTAINED. A 5' (1,524 mm) (EXCEPT
WHERE NOTED) MINIMUM SEPARATION BETWEEN CONDUIT AND SANITARY SEWER AND STORM DRAINS THAT
RUN PARALLEL SHALL BE MAINTAINED, UNLESS OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR
SHALL MAINTAIN A MINIMUM 5' (1,524 mm) CLEARANCE FOR ALL OTHER FACILITIES.
SEE SPECIAL PROVISION FOR SPECIFICATIONS ON FIBER OPTIC CABLE, CONTROLLERS, CCTV CAMERA,
DATA/VIDEO TRANSMISSION EQUIPMENT AND ALL OTHER PROJECT ELEMENTS.
CONDUIT SHALL NOT BE INSTALLED WITHIN ONE FOOT OF EITHER SIDE OF WHEEL TRACKS (PARALLEL TO
WHEEL TRACKS). CROSSINGS ARE ALLOWED.
CONDUIT SHALL NOT BE INSTALLED DIRECTLY OVER ANY UTILITY LINE (PARALLEL WITH THE LINE). UTILITY
LINE CROSSINGS ARE ALLOWED.
LOCATIONS OF WORK ELEMENTS SHOWN ON THE PLANS ARE SCHEMATIC IN NATURE. FINAL LOCATION OF
CONDUITS SHALL BE DETERMINED AS DIRECTED BY THE ENGINEER IN THE FIELD.
PULL BOXES AND SPLICE BOXES SHALL NOT BE LOCATED IN DRIVEWAYS OR OTHER LOCATIONS WHICH
MAY INTERFERE WITH THE MOVEMENT OF PEOPLE OR VEHICLES. PULL BOX LOCATIONS SHALL BE
ADJUSTED AS NEEDED.
PULL BOXES AND SPLICE BOXES SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIAL PROVISIONS.
WHERE CONDUIT IS INSTALLED AND DISTURBS EXISTING STRIPING, CONTRACTOR SHALL ARRANGE AND
PAY FOR STRIPING. SEE SPECIAL PROVISIONS FOR CONTRACTOR RESPONSIBILITY FOR TEMPORARY
PAVEMENT MARKINGS.
ALL PCC SIDEWALK, DAMAGED BY THE CONTRACTORS OPERATIONS, SHALL BE SAWCUT, REMOVED AND
REPLACED, TO EXISTING EXPANSION/SCRIBE JOINTS.
THE CONTRACTOR SHALL HAND DIG AND EXPOSE ALL UTILITY CROSSINGS PRIOR TO ANY OPEN
TRENCHING OPERATIONS. THE CONTRACTOR SHALL USE EXTREME CARE WHEN EXPOSING EXISTING
UTILITIES.
EXISTING UNDERGROUND UTILITIES SHOWN ARE TAKEN FROM RECORD INFORMATION TO AID THE
CONTRACTOR. CONTRACTOR SHALL VERIFY LOCATION (BOTH VERTICAL AND HORIZONTAL) OF ALL
EXISTING UNDERGROUND LINES (SHOWN OR NOT) AND NOTIFY ENGINEER OF ANY DISCREPANCIES OR
CONFLICTS PRIOR TO DOING STREET WORK.
ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE LATEST STATE STANDARD SPECIFICATIONS AND PLANS, THE "STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION", LATEST EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE
STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS.
ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO
17.
18.
(ALL SHEETS)
TIME UNLESS APPROVED BY THE CITY INSPECTOR.
ADJOINING IMPROVEMENTS.
ALL BORINGS SHALL BE OUTSIDE THE DRIP LINE OF ALL TREES TO PREVENT ROOT DAMAGE.
32.
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24.
22.
21.
BURIED TRAFFIC SIGNAL LOOPS, DAMAGED OR CUT, SHALL BE REPLACED BY CONTRACTOR TO CITY
SPECIFICATIONS. NOTIFY CITY INSPECTOR IMMEDIATELY AND TRAFFIC DEPARTMENT 24 HOURS PRIOR
TO ANY WORK IN THESE AREAS.
TRAFFIC SIGNAL CIRCUITS AND INTERCONNECT CONDUITS MAY NOT BE SHOWN. CONTRACTOR SHALL
LOCATE ALL TRAFFIC SIGNAL CIRCUITS AND INTERCONNECT CONDUITS PRIOR TO ANY TRENCHING OR
BORING. PROVIDE 3' (914 mm) SEPARATION BETWEEN NEW CONDUITS AND ALL TRAFFIC SIGNAL AND
INTERCONNECT CONDUITS AND 3' (914 mm) FROM ALL TRAFFIC SIGNAL CONTROLLERS AND PULL
BOXES. ALL TRAFFIC SIGNAL AND INTERCONNECT CONDUITS SHALL BE MAINTAINED AND PROTECTED.
AT THE END OF EACH WORK DAY, CONDUIT CAPS SHALL BE PLACED ON ALL VACANT DUCTS. DUCTS
IN BUILDING ENTRANCES, NEW OR EXISTING, SHALL BE SEALED PRIOR AND AFTER PLACEMENT OF FIBER
OPTIC CABLE, INCLUDING DUCTS ON WALLS WHERE CORING IS REQUIRED.
THE REMOVAL, STORAGE AND REPLACEMENT OF ALL SHRUBBERY SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR. ALL LANDSCAPING SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION.
ALL NEW CONDUITS SHALL CONTAIN ONE (1) #10 GREEN STRANDED FOR FUTURE USE AS PULL WIRE
AND TRACE WIRE. CONNECT WIRE IN PULL BOX WITH SPLIT BOLT CONNECTOR.
THE CONTRACTOR SHALL FIELD VERIFY ELECTRICAL SERVICE LOCATIONS AND PROVIDE ALL NECESSARY
ACCESSORIES FOR INSTALLING TRAFFIC SIGNAL CABINETS, FIBER OPTIC CABLE, COMMUNICATION EQUIPMENT
AND CCTV SYSTEM.
THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PATCH CORDS WITH APPLICABLE CONNECTORS
(LC, LC) AT BOTH ENDS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AS-BUILT DRAWINGS FOR ALL WORK
THROUGHOUT THE COURSE OF CONSTRUCTION.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS
OR MARKERS DURING CONSTRUCTION.
COST TO REMOVE AND REPLACE EXISTING PAVEMENT OVER UTILITY LINE TRENCHES SHALL BE
INCLUDED IN THE BID PRICE. TRENCHES SHALL BE BACKFILLED AND PAVEMENT SHALL BE REPLACED
PER CITY SPECIFICATIONS. PAVEMENT SHALL BE REPLACED IN KIND AS DETERMINED IN THE FIELD BY
THE ENGINEER. ALL STRIPING AND PAVEMENT MARKINGS SHALL BE RESTORED (IN THERMOPLASTIC).
33.ALL NEW CONDUITS SHALL ENTER AND EXIT PULL BOXES WITH 45 DEGREE SWEEPS.
P.C.C. SHALL BE CLASS 560-C-3250
CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER
AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL
19.
20.
26.AT LOCATIONS WHERE CONTRACTOR REMOVES EXISTING SIC IN EXISTING CONDUIT, CONTRACTOR SHALL
FURNISH AND INSTALL ONE (1) #10 GREEN STRANDED FOR FUTURE USE AS PULL WIRE AND TRACE WIRE.
NEW CCTV CAMERA SYSTEMS (CAMERA, MOUNTING HARDWARE, AND CABLE) TO BE FURNISHED34.
INSTALLED BY CONTRACTOR. CONTRACTOR TO FURNISH AND INSTALL CAT-6 CABLE AND FIBER JUMPERS TO
35.
PRIOR TO INSTALLING NEW CONDUCTORS IN EXISTING CONDUIT, THE CONTRACTOR SHALL CLEAN THE
EXISTING CONDUIT WITH A CYLINDRICAL WIRE BRUSH, BLOW OUT WITH COMPRESSED AIR, AND THEN
36.
UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL PROJECT RELATED USA MARKING.
REMOVAL METHOD SHALL BE APPROVED BY THE CITY INSPECTOR.
37.
BE ADJUSTED TO GRADE BY OTHERS.
PULL A MANDREL THROUGH.
AND INSTALLED BY CONTRACTOR.
NEW ETHERNET HARDWARE (ETHERNET SWITCH, AGGREGATION ETHERNET SWITCH) TO BE FURNISHED AND
COMPLETE INSTALLATION.
BELCO AS-BUILT
LOCATION OF CABINET SHALL BE DETERMINED IN THE FIELD AND APPROVED BY ENGINEER.
REMOVE AND SALVAGE EXISTING CONTROLLER CABINET AND CONTROLLER AND DELIVER TO THE CITY MUNICIPAL
YARD OR WHERE REQUESTED BY THE CITY ENGINEER. FURNISH AND INSTALL NEW COBALT ATC CONTROLLER
PER THE CITY SPECIAL PROVISIONS CONFIGURED TO USE CENTRACS IN NEW TYPE "P" CABINET ON EXISTING
FOUNDATION AND MOUNTED WITH NEW BATTERY BACK-UP SYSTEM PER CITY OF NEWPORT BEACH STANDARD
DRAWING NO. 910, COMPLETE WITH ALL OTHER EQUIPMENT NECESSARY FOR INTENDED OPERATION. COMPLETE
ALL WIRING PER MANUFACTURER'S SPECIFICATIONS.
FURNISH AND INSTALL TYPE II SERVICE CABINET MOUNTED ON THE NEW CABINET PER CITY OF NEWPORT BEACH
STANDARD DRAWING NO. 909 WITH THE FOLLOWING BREAKERS:
1-100A, 240V, 2P, CB (MAIN)
1-50A, 120V, 1P, CB - (SIGNALS)
1-30A, 120V, 1P, CB - (LIGHTING)
REMOVE EXISTING GUIDE SIGN POLE AND FOUNDATION. REMOVE EXISTING GUIDE SIGNS FROM EXISTING POLE.
DISCARD EXISTING POLE. FURNISH AND INSTALL CUSTOM POLE ON NEW FOUNDATION PER DETAIL ON SHEET 7 AT
THE EXISTING LOCATION. FURNISH AND INSTALL SIGNS AS SHOWN ON THIS PLAN DETAILS E, F, AND G AND
CENTER OVER LANES.
REMOVE AND SALVAGE EXISTING PEDESTRIAN BARRICADE AND SIGNS. INSTALL NEW PEDESTRIAN
BARRICADE AND SIGNS AS INDICATED ON PLANS.
FURNISH AND INSTALL CUSTOM POLE ON NEW FOUNDATION PER DETAIL ON SHEET 8. FURNISH AND INSTALL
3
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CONSTRUCTION NOTES:
REMOVE EXISTING CONTROLLER CABINET. SALVAGE EXISTING CABINET AND DELIVER TO THE CITY MUNICIPAL
REMOVE AND SALVAGE EXISTING SIGNAL HEAD. FURNISH AND INSTALL NEW 12" SIGNAL HEAD.
RELOCATE EXISTING SIGN AND POST.
FURNISH 2" SCHEDULE 80 PVC CONDUIT. CUT AND CONNECT NEW CONDUIT TO EXISTING CONDUIT RUN. PULL
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FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT.
FURNISH AND INSTALL 4" SCHEDULE 80 PVC CONDUIT.
FURNISH AND INSTALL NEW RETROREFLECTIVE SIGN ON POLE SHAFT PER MUTICD STANDARDS.
SIGN TYPE AS INDICATED ON PLANS.
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12
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CONSTRUCTION NOTES:
REMOVE EXISTING CONTROLLER CABINET. SALVAGE EXISTING CABINET AND DELIVER TO THE CITY MUNICIPAL
REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTON ASSEMBLY AND PLUG HOLE.
REMOVE AND SALVAGE EXISTING POLE. REMOVE FOUNDATION COMPLETE AND REPAIR RAMP
TO MATCH EXISTING GRADE.
FURNISH AND INSTALL NEW MODIFIED TYPE E AND TYPE E LOOPS PER NEWPORT BEACH STANDARD DRAWING
923.
FURNISH AND INSTALL COHU RISE HD IP DOME CCTV CAMERA ASSEMBLY, CCTV CABLE, AND MOUNTING
HARDWARE COMPLETE. CCTV CAMERA SHALL BE INSTALLED AT 45 DEGREES TO INSIDE OF INTERSECTION.
INSTALL POE AUXILIARY EQUIPMENT IN CABINET AND TEST VIDEO+DATA STREAM AT CITY HALL TMC.
COORDINATE WITH CITY OF NEWPORT BEACH, MR. BRYAN LOO AT (714) 328-3088. SEE SPECIAL PROVISIONS.
INSTALL APS PEDESTRIAN PUSH BUTTON ASSEMBLY WITH KEYED OVERRIDE FOR CROSSING GUARDS.
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ABANDON EXISTING EQUIPMENT. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.AB INSTALL PULL BOX IN EXISTING CONDUIT RUN.
INSTALL CONDUIT INTO EXISTING PULL BOX.CB
REMOVE EXISTING EQUIPMENT AND BECOME PROPERTY OF THE CONTRACTOR.RC
FURNISH AND INSTALL 2" SCHEDULE 80 PVC CONDUIT.10
SIGNS AS SHOWN ON THIS PLAN DETAILS E, F, AND G AND CENTER OVER LANES.
FURNISH AND INSTALL NO. 6 PULL BOX PER CALTRANS STANDARDS.
FURNISH AND INSTALL NO. 6E PULL BOX PER CALTRANS STANDARDS.
8
CONSTRUCTION NOTES:
REMOVE EXISTING CONTROLLER CABINET. SALVAGE EXISTING CABINET AND DELIVER TO THE CITY MUNICIPAL
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET OF 22
PLANS PREPARED BY:
1700 Carnegie Avenue, Suite 100
Santa Ana, CA 92705-551
Phone: (949)270-9480
Fax: (949) 270-9481
TRAFFIC SIGNAL REHABILITATION PROJECT
FY2023-2024
T-6080-S
C-9416-1
W
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BALBOA BOULEVARD
(30 MPH)
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POLE SCHEDULE
PED.
SIGNAL (N)STANDARD
POLE LUMINAIRE
L.E.D.ARROWØ
PPB (N)
QUADMAST ARM
VEH. SIG. MTG.
POLESIG. M.A.LUM M.A.TYPE MTG.HEIGHT
PLACEMENT
BA
20'(N)SP-1-T(N)S(N)830'MAS133W15'(N)17-2-100(N)*SV-1-T
--
E(N)3,6
-TP-1(N)--12'(N)15TS (N)
ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED. (N)=NEW
BPB = BICYCLE PUSH BUTTON
- PER THE 2006 CALTRANS STANDARD PLAN, ES-7D. INSTALL ON EXISTING ANCHOR BOLTS.
N(N)4,5
--
EE
--
30'W(N)3,6
20'-MAS250W12'19-1-70 28'-6"--
-TV-1-T--10'1-A ---
-TV-2-T--10'1-A ---
-TV-1-T--10'1-A ---
12'(N)TV-2-T--30'15TS (N)200W (N)SP-1-T(N)
SP-2-T(N)SV-1-TMAS250W12'20'28'-6"
------PPB POST (N)4'-7"
ARROWØ
BPB (N)
QUAD
--
N(N)4,5
--
--
-
-
-
---
---
---
---
----SV-2-TA
(TOP VIEW)
PPB/BPB QUADRANT DETAIL
NO SCALE
03
EE
EE
EE
EE
EE
-2'
EE
EE
DETAIL "A"
SCALE 1":10'
DETAIL "A"
DETAIL "C"
SCALE 1":10'
DETAIL "C"
EX. 2"C, 48-SMFO
EX. EDISON VAULT
S(N)820'30'MAS15'17-2-100 SV-1-T133W ---EESP-1-T(N)
EXISTING PHASE DIAGRAM
OLD
OLD
OLC
OLC
OLE
OLA OL
B OLA
OLD
OLD
OLC
OLC OL
B
OLE
OLA: LOADSWITCH Ø1
OLB: LOADSWITCH Ø2
OLC: LOADSWITCH Ø7
OLD: LOADSWITCH Ø6
OLE: LOADSWITCH Ø4
OLA = Ø1, Ø3
OLB = Ø2, Ø7
OLC = Ø1, Ø2, Ø7
OLD = Ø3, Ø6
OLE = Ø4, Ø5
PHASE 8 CALLS PHASE 3
DOUBLE ENTRY: Ø4, Ø7
LAG: Ø3, Ø5, Ø7
NON-COMPATIBLE: Ø3, Ø7
NON-COMPATIBLE: Ø1, Ø5
TRAFFIC SIGNAL MODIFICATION PLAN
BALBOA BLVD AT 22ND ST / 23RD ST
CONDUCTOR SCHEDULE
CIRCUITAWG
RUN
POLE
ALL CONDUCTORS AND CONDUITS ARE NEW UNLESS NOTED OTHERWISE:
(E) = EXISTING, (P) = PULL FROM EXISTING CONDUIT AND RUN THROUGH NEW CONDUIT
Ø1,Ø2,Ø7,Ø8P / Ø8PPB ----------------------1 1 1 1 1 1
--------------------1 1 1 1 1 1 1 1
----------------1 -1 ---------
----------2 -2 -2 -------------
--------1 -----1 -------------
------2 1 2 1 ----2 1 ------------
--2 1 --2 1 2 1 ----2 1 ------------
---2 ---2 -2 -----2 ------------
1 1 1 1 --1 1 1 1 ----1 1 ------------
----2 -2 -2 -----2 -------------
Ø1,Ø2,Ø7,Ø8P / Ø8PPB
Ø2,Ø7 / -
Ø1,Ø2,Ø3,Ø7 / -
Ø1,Ø3 / -
Ø3,Ø4,Ø5,Ø6,Ø4P,Ø5P / Ø4PPB,Ø5PPB
Ø3,Ø6,Ø3P,Ø4P,Ø5P,Ø6P / Ø5PPB,Ø6PPB
Ø3PPB,Ø6PPB / Ø4BPB, Ø5BPB
Ø3P,Ø6P / Ø3PPB, Ø6PPB
Ø3,Ø4,Ø5,Ø6 / -
12CSC
VEH-PED
3CSC
PPB
BPB
TOTAL CABLES 1 1 3 4 2 -7 5 8 5 2 -2 -10 5 1 -1 -1 1 2 2 2 2 2 2
#10
LUMINAIRE
GUIDE SIGN LIGHTING
TOTAL CABLES
TYPE
D
DLC
Ø1+Ø2+Ø7 (OLC)
Ø1+Ø3 (OLA)
Ø2+Ø7 (OLB)
Ø3+Ø6 (OLD)
Ø4+Ø5 (OLE)
TOTAL CABLES
CCTV CABLE
FIBER OPTIC CABLE (48 SMFO)
CONDUIT SIZE
PERCENTAGE FILL (%)
2 2 2 2 2 --2 ---2 2 2
--------------
2 2 2 2 2 --2 ---2 2 2
------------2 2
--------2 2 ----
------2 2 ------
--2 4 4 --4 ------
-2 -2 2 --2 ------
-2 2 6 6 -2 8 2 2 --2 2
--1 1 1 --1 ---1 1 -
----1(P)--1(P)------
3"4"3"2-4"2-4"3"3"2-4"3"3"3"(E)3"3"3"(E)
9 18 19 19 22 14 16 26 9 9 9 20 22 20
1 1
1 1
1 -
2 -
1 -
2 1
2 1
-2
1 1
2 -
13 7
2
-
2
3
2
2
4
2
13
1
-
2-4"(E)
35
4,5 N(N)
Ø1 Ø2 Ø3 Ø4
Ø8Ø7Ø6Ø5
FIBER OPTIC CABLE (6 SMFO)--------------1(E)
DETAIL "B"
SCALE 1":10'
A -A
B
B
A
-A ECR
BC
R
POLE LOCATION DETAIL
2'
(CONTINUE)
--
--
--
--
--
--
--
--
--
--
--
-
3
3
-
-
-
-
-
-
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1.5"(E)
5
-
--
--
--
--
--
--
--
--
--
--
--
-
3
3
-
-
-
-
-
-
-
-
2"
3
-
--
--
--
--
--
--
--
--
--
--
--
-
-
-
1
-
-
-
-
-
-
1(E)
1.5"(E)
12
-
--
--
--
--
--
--
--
--
--
--
--
-
-
-
1
-
-
-
-
-
-
2(E)
2"(E)
18
1(E)
1
2
8
'
5
5
'
1
0
'
8
'
5
5
'
82
'
36
'
36
'
10
'
79
'
36
'
37
'
6'
DETAIL "B"
PUMCO
LS-10034-B
200W (N)
DETAIL "D"
NOT TO SCALE
12", 3-SECTION VEHICLE HEAD
12" G
12" Y
12" R
DETAIL "D"
DETAIL "D"
DETAIL "D"
*
DETAIL "E"
WHITE ON GREEN
DETAIL "F"
WHITE ON GREEN
DETAIL "G"
WHITE ON GREEN
4' x 3'4' x 3'4' x 3'
(SHEETS 03 - 05)
(CONTINUE)
R9-3
R9-3bP(L)
R9-3
R9-3bP(R)
MUTCD STANDARDS.
RELOCATED TO OTHER SIDE
OF ROAD. FOUNDATION
CHIPPED DOWN.
POLE "I" SHIFTED OVER
PB
NO. 5 PB INTALLED
CROSSING TO NEW PB
BELCO AS-BUILT
3 IN PVC SCH 80 CONDUIT
FURNISH AND INSTALL TYPE II SERVICE CABINET MOUNTED ON THE NEW CABINET PER CITY OF NEWPORT BEACH
STANDARD DRAWING NO. 909 WITH THE FOLLOWING BREAKERS:
1-100A, 240V, 2P, CB (MAIN)
1-50A, 120V, 1P, CB - (SIGNALS)
1-30A, 120V, 1P, CB - (LIGHTING)
REMOVE EXISTING GUIDE SIGN POLE AND FOUNDATION. REMOVE EXISTING GUIDE SIGNS FROM EXISTING POLE.
4
CONSTRUCTION NOTES:
REMOVE EXISTING CONTROLLER CABINET. SALVAGE EXISTING CABINET AND DELIVER TO THE CITY MUNICIPAL
YARD OR WHERE REQUESTED BY THE CITY ENGINEER. DEMOLISH EXISTING FOUNDATION AND REPAIR SIDEWALK.
FURNISH AND INSTALL NEW COBALT ATC CONTROLLER PER THE CITY SPECIAL PROVISIONS CONFIGURED TO USE
CENTRACS IN NEW TYPE "P" CABINET ON NEW FOUNDATION AND MOUNTED WITH NEW BATTERY BACK-UP SYSTEM
PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 910, COMPLETE WITH ALL OTHER EQUIPMENT
NECESSARY FOR INTENDED OPERATION. COMPLETE ALL WIRING PER MANUFACTURER'S SPECIFICATIONS. EXACT
LOCATION OF CABINET SHALL BE DETERMINED IN THE FIELD AND APPROVED BY ENGINEER.
REMOVE AND SALVAGE EXISTING CONTROLLER CABINET AND CONTROLLER AND DELIVER TO THE CITY MUNICIPAL
2
FURNISH AND INSTALL CUSTOM POLE ON NEW FOUNDATION PER DETAIL ON SHEET 8. FURNISH AND INSTALL
SIGNS AS SHOWN ON THIS PLAN DETAILS E, F, AND G AND CENTER OVER LANES.
FURNISH AND INSTALL NO. 6 PULL BOX PER CALTRANS STANDARDS.
FURNISH AND INSTALL NO. 6E PULL BOX PER CALTRANS STANDARDS.
FURNISH AND INSTALL 2" SCHEDULE 80 PVC CONDUIT.
FURNISH AND INSTALL 3" SCHEDULE 80 PVC CONDUIT.
FURNISH AND INSTALL 4" SCHEDULE 80 PVC CONDUIT.
FURNISH AND INSTALL NEW RETROREFLECTIVE SIGN ON POLE SHAFT PER MUTICD STANDARDS.
8
7
10
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12
9
CONTRACTOR SHALL COORDINATE WITH SOUTHERN CALIFORNIA EDISON AND CITY OF NEWPORT BEACH AT
LEAST SIX (6) WEEKS IN ADVANCE OF SERVICE CONNECTION.
FURNISH AND INSTALL WIRES/CABLE IN CONDUIT PER THE CONDUCTOR SCHEDULE.
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FURNISH 2" SCHEDULE 80 PVC CONDUIT. CUT AND CONNECT NEW CONDUIT TO EXISTING CONDUIT RUN. PULL
EXISTING SERVICE WIRES TO EXISTING SCE VAULT. SPLICE AND SEAL NEW TO EXISTING 3#8 (SIGNAL SERVICE)
AND 2#10 (LUMINARES) CONDUCTORS PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 205 AND SCE
REQUIREMENTS. RUN NEW CONDUCTORS TO PROPOSED SERVICE CABINET AND COMPLETE ALL CONNECTIONS
FOR INTENDED OPERATION.
23
ABANDON EXISTING EQUIPMENT. IF APPLIED TO CONDUIT, REMOVE CONDUCTORS.AB INSTALL PULL BOX IN EXISTING CONDUIT RUN.
INSTALL CONDUIT INTO EXISTING PULL BOX.
CUT AND CONNECT CONDUIT.
CB
CC
REMOVE EXISTING EQUIPMENT AND BECOME PROPERTY OF THE CONTRACTOR.RC
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET OF 22
PLANS PREPARED BY:
1700 Carnegie Avenue, Suite 100
Santa Ana, CA 92705-551
Phone: (949)270-9480
Fax: (949) 270-9481
TRAFFIC SIGNAL REHABILITATION PROJECT
FY2023-2024
T-6080-S
C-9416-1
2
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2
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)
BALBOA BOULEVARD
(30 MPH)
04
POLE SCHEDULE
PED.
SIGNALSTANDARD
POLE LUMINAIRE
L.E.D.ARROWØ
PPB
QUADMAST ARM
VEH. SIG. MTG.
POLESIG. M.A.LUM M.A.TYPE MTG.HEIGHT
PLACEMENT
BA
30'SP-1-T(N)--17'MAS,MAS-5A--18-4-129 SV-2-TA
W(N)2
E(N)6
-SP-1-T(N)---1-A
ALL EQUIPMENT IS EXISTING UNLESS OTHERWISE NOTED. (N)=NEW
BPB = BICYCLE PUSH BUTTON
I.I.S.N.S.
N(N)4
W(N)2
EE
10'
-
--
EE12'SV-1-T--30'15 200W -
-TV-1-T--10'1-A -
12'SV-1-T--30'15 200W -
12'SV-2-TA30'30'19-4-129 200W SP-1-T(N)
-----1-A 7'
30'-MAS-4B200W15'19-2-129 30'
ARROWØ
BPB
QUAD
S(N)3
--
--
W(N)2
-
---
---
N(N)4
E(N)6
-
-
-
-
-
EE
EE
EE
EE
EE
EE
SP-2-T(N)
4 N(N)
SV-2-TA
TV-1
TP-1(N)W(N)6
-
-
(TOP VIEW)
PPB/BPB QUADRANT DETAIL
NO SCALE
EXISTING PHASE DIAGRAM
Ø1 Ø2 Ø3 Ø4
Ø5 Ø6 Ø7 Ø8
NOT USED NOT USED
CONDUCTOR SCHEDULE
CIRCUITAWG
RUN
PERCENTAGE FILL (%)
POLE
#10 LUMINAIRE
CONDUIT SIZE
#12 IISNS
CCTV CABLE
SIGNAL COMMON
TOTAL CABLES
3CSC
PPB
TOTAL CABLES
ALL CONDUCTORS AND CONDUITS ARE NEW UNLESS NOTED OTHERWISE:
(E) = EXISTING
(P) = PULL FROM EXISTING CONDUIT AND RUN THROUGH NEW CONDUIT
Ø4 / Ø3BPB
Ø2,Ø4,Ø5,Ø2P / -
Ø4,Ø2P,Ø4P / Ø2PPB
Ø1,Ø6 / Ø2BPB,Ø4PPB
Ø1,Ø3,Ø6,Ø6P / Ø4PPB
Ø4P / Ø6PPB,Ø4BPB
Ø3,Ø4 / Ø6PPB
Ø2,Ø5,Ø6P / Ø6BPB BPB
EVP CABLE DETAIL "A"
SCALE 1":10'
DETAIL "A"
W
E
N
S
12CSC
VEH
PED
--
--
--
--
2 1
1 2
--
--
3 3
--
--
--
--
2 1
1 2
--
1 1
4 4
--
--
--
--
2 1
1 2
1 1
1 1
5 5
--
--
1 1
1 2
--
--
--
--
2 3
--
1 1
--
--
--
--
--
--
1 1
2 2 2 --
2 2 2 2 2
1 1 1 1 1
3 3 3 3 3
2 2 3 --
1 1 1 --
3"2-2"(E)4"3"2"(E)
32 47 33 27 24
* = PROTECTED / PERMISSIVE LEFT TURN
DETAIL "B"
DETAIL "B"
12" GREEN
12" YELLOW
12" RED
12", 5-SECTION VEHICLE HEAD
NOT TO SCALE
DETAIL "B"
2 -
1 1
1 1
1 2
2 1
1 2
1 1
1 1
10 9
-
-
-
-
-
-
2"
6
Ø1
Ø2
TOTAL CABLES
--
-
-
TYPE
D
DLC
--1-
--6--
-1772
Ø3 --1---
Ø4 ----1-
Ø5 ---1--
Ø6 ----52
EX. 1.5"C, 48 SMFO
EX. 3"C, 48 SMFO
EX. 2"C,
72 SMFO, 6 SMFO
TO LIFEGUARD
HEADQUARTERS
DETAIL "C"
NOT TO SCALE
12", 4-SECTION VEHICLE HEAD
12" R
12" GA
12" G
12" Y
12" GA
12" Y
12" G
12" YA
12" R
12", 5-SECTION VEHICLE HEAD
NOT TO SCALE
DETAIL "D"
DETAIL "D"
DETAIL "D"
DETAIL "C"
DETAIL "C"
DETAIL "C"
DETAIL "C"
MAS,MAS-5A
4
6
1
7
3
1
1
6
15
1
1
1
5
2-4"
32
--
--
--
--
--
--
--
--
--
-----1(P)-6 SMFO (DROP CABLE)
EX. SCE
PP#881619E
EX. SCE
VAULT
TRAFFIC SIGNAL MODIFICATION PLAN
BALBOA BLVD AT 21ST ST
10
0
'
52
'
10
'
5'
33
'
11
4
'
50
'
44
'
9'
11
'
2
0
T
H
S
T
R
E
E
T
(
2
5
M
P
H
)
DETAIL "E"
DETAIL "F"
DETAIL "G"
DETAIL "E"
WHITE ON GREEN
DETAIL "F"
WHITE ON GREEN
DETAIL "G"
WHITE ON GREEN
4' x 3'4' x 3'4' x 3'
(SHEETS 03-05)
3 IN. PVC SCH 40 CONDUIT FOR SCE
BELCO AS-BUILT
PB
4 IN PVC SCH 80
A
APP'D
3/2025 INSTALLED R3-1 BLANK-OUT SIGNA
4 IN PVC SCH 80
LOCATION OF CABINET SHALL BE DETERMINED IN THE FIELD AND APPROVED BY ENGINEER.
REMOVE AND SALVAGE EXISTING CONTROLLER CABINET AND CONTROLLER AND DELIVER TO THE CITY MUNICIPAL
YARD OR WHERE REQUESTED BY THE CITY ENGINEER. FURNISH AND INSTALL NEW COBALT ATC CONTROLLER
PER THE CITY SPECIAL PROVISIONS CONFIGURED TO USE CENTRACS IN NEW TYPE "P" CABINET ON EXISTING
FOUNDATION AND MOUNTED WITH NEW BATTERY BACK-UP SYSTEM PER CITY OF NEWPORT BEACH STANDARD
DRAWING NO. 910, COMPLETE WITH ALL OTHER EQUIPMENT NECESSARY FOR INTENDED OPERATION. COMPLETE
ALL WIRING PER MANUFACTURER'S SPECIFICATIONS.
FURNISH AND INSTALL TYPE II SERVICE CABINET MOUNTED ON THE NEW CABINET PER CITY OF NEWPORT BEACH
STANDARD DRAWING NO. 909 WITH THE FOLLOWING BREAKERS:
1-100A, 240V, 2P, CB (MAIN)
1-50A, 120V, 1P, CB - (SIGNALS)
1-30A, 120V, 1P, CB - (LIGHTING)
REMOVE EXISTING GUIDE SIGN POLE AND FOUNDATION. REMOVE EXISTING GUIDE SIGNS FROM EXISTING POLE.
3
4
SIGNS AS SHOWN ON THIS PLAN DETAILS E, F, AND G AND CENTER OVER LANES.
FURNISH AND INSTALL NO. 6 PULL BOX PER CALTRANS STANDARDS.
FURNISH AND INSTALL NO. 6E PULL BOX PER CALTRANS STANDARDS.
8
CONSTRUCTION NOTES:
REMOVE EXISTING CONTROLLER CABINET. SALVAGE EXISTING CABINET AND DELIVER TO THE CITY MUNICIPAL
FURNISH AND INSTALL WIRES/CABLE IN CONDUIT PER THE CONDUCTOR SCHEDULE.
COIL 15' OF CABLE IN PULL BOX.
FURNISH AND INSTALL S1-1 EDGELIT LED SIGNS, W16-7P SIGNS, APS PEDESTRIAN PUSH BUTTON ASSEMBLY,
16
REMOVE EXISTING COPPER INTERCONNECT. FURNISH AND INSTALL FIBER OPTIC CABLE IN EXISTING CONDUIT
PER CONDUCTOR SCHEDULE.
COIL 50 FEET OF DISTRIBUTION AND DROP CABLE IN PULL BOX. FUSION SPLICE STRANDS OF NEW 48 SMFO
CABLE TO THE APPROPRIATE STRAND OF THE EXISTING 48 SMFO DISTRIBUTION CABLES USING THE EXISTING
SPLICE ENCLOSURE. (SEE COMMUNICATION SCHEMATICS, SHEET 6).
REMOVE AND DISCARD EXISTING TERMINAL BLOCK. REMOVE EXISTING ETHERNET SWITCH AND DELIVER TO THE
CITY REPRESENTATIVE. FURNISH AND INSTALL NEW ETHERNET SWITCH AND 48-PORT FIBER DISTRIBUTION UNIT
(FDU). TERMINATE 48 SMFO ON NEW FDU AND COMPLETE ALL CONNECTIONS. (SEE COMMUNICATION
SCHEMATICS, SHEET 6).
REMOVE AND SALVAGE EXISTING SIGNAL HEAD. FURNISH AND INSTALL NEW 12" SIGNAL HEAD.
18
19
20
FURNISH AND INSTALL NEW PULL BOX LID.
REMOVE AND SALVAGE EXISTING PEDESTRIAN PUSH BUTTON ASSEMBLY AND PLUG HOLE.
24
SPLICE AND SEAL NEW TO EXISTING CONDUCTORS PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 205.
REMOVE AND SALVAGE EXISTING EQUIPMENT. DELIVER TO THE CITY MUNICIPAL YARD OR AS
DIRECTED BY THE CITY ENGINEER.
REMOVE EXISTING EQUIPMENT AND BECOME PROPERTY OF THE CONTRACTOR.
RS
RC
FURNISH AND INSTALL COHU RISE HD IP DOME CCTV CAMERA ASSEMBLY, CCTV CABLE, AND MOUNTING
HARDWARE COMPLETE. CCTV CAMERA SHALL BE INSTALLED AT 45 DEGREES TO INSIDE OF INTERSECTION.
INSTALL POE AUXILIARY EQUIPMENT IN CABINET AND TEST VIDEO+DATA STREAM AT CITY HALL TMC.
COORDINATE WITH CITY OF NEWPORT BEACH, MR. BRYAN LOO AT (714) 328-3088. SEE SPECIAL PROVISIONS.
INSTALL APS PEDESTRIAN PUSH BUTTON ASSEMBLY WITH KEYED OVERRIDE FOR CROSSING GUARDS.
27
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET OF 22
PLANS PREPARED BY:
1700 Carnegie Avenue, Suite 100
Santa Ana, CA 92705-551
Phone: (949)270-9480
Fax: (949) 270-9481
TRAFFIC SIGNAL REHABILITATION PROJECT
FY2023-2024
T-6080-S
C-9416-1
EAST BALBOA BOULEVARD
(30 MPH)
MA
I
N
S
T
R
E
E
T
(2
5
M
P
H
)
W
E
N
S
05
PPB/BPB QUADRANT DETAIL
EXISTING PHASE DIAGRAM
Ø1 Ø2 Ø3 Ø4
Ø5 Ø6 Ø7 Ø8
NOT USED NOT USEDNOT USED
CONDUCTOR SCHEDULE
AWG
RUN
PERCENTAGE FILL (%)
#14
VEH
PED
POLE
#10 LUMINAIRE
CONDUIT SIZE
EVP CABLE
SIGNAL COMMON
TOTAL CABLES
#14
PPB
TOTAL CABLES
ALL CONDUCTORS AND CONDUITS ARE EXISTING UNLESS NOTED OTHERWISE:
(N) = NEW
(R) = REMOVE
Ø1,Ø4,Ø6,Ø2P,Ø3P / Ø3PPB
- / Ø3PPB
Ø1,Ø6,Ø3P,Ø6P / Ø3PPB
- / Ø3PPB
- / Ø3PPB
-
BPB
Ø2,Ø4,Ø2P,Ø3P / Ø3PPB --10 2 ----10 2 10 2
Ø2,Ø3P,Ø6P / Ø3PPB
2 2 -4 4
---2 -----2 -2
12 2 12 2 ----12 2 12 2
----9 2 --9 2 9 2
-----2 ---2 -2
-----2 ---2 -2
------7 2 7 2 7 2
15 2 25 6 12 6 10 2 4114 41
1 1 1 1 1 1
1 3 3 1 5 5
-1 2 -3 3
2"2"2"2"3"2-3"
14 28 29 22 33 17
CCTV CABLE --1(N)-
#12 IISNS -2 2 -4 4
DETAIL "A"
SCALE 1":10'
1(N)48 SMFO (DISTRIBUTION CABLE)-
COPPER PAIR ---1(R)1(R)1(R)
--1(N)1(N)
POLE SCHEDULE
PED.
SIGNALSTANDARDPOLELUMINAIRE
L.E.D.ARROWØ
PPB
QUADMAST ARM
VEH. SIG. MTG.
POLESIG. M.A.LUM M.A.TYPE MTG.HEIGHT
PLACEMENT
BA
20'SP-2-T(N)28'-6"MAS200W12'17-2-100 SV-2-TA
E(N)3
E(N)3
W(N)3
W(N)3
EE
-
EE----4'-7"PPB POST --
-TV-2-T--10'1-A -
15'SV-1-T2-MAS20'30'17-2-100 200W SP-2-T(N)
----4'-7"PPB POST --
-----BPB POST 4'-7"
-SP-2-T(N)---1-A 10'
-
-
Main St
EE
EE
EE
EE
EE
SP-2-T(N)
3 W(N)
TV-1-T
---
E(N)3
ARROWØ
BPB
QUAD
--
--
--
-
-
-
---
W(N)3
---
---
-
-
Main St
ALL EQUIPMENT IS EXISTING UNLESS NOTED OTHERWISE:
(N) = NEW
BPB = BICYCLE PUSH BUTTON
12" GREEN
12" YELLOW
12" RED
12", 5-SECTION VEHICLE HEAD
NOT TO SCALE
DETAIL "B"
WA
S
H
I
N
G
T
O
N
ST
R
E
E
T
PA
L
M
ST
R
E
E
T
12" GA
12" Y
12" G
12" YA
12" R
12", 5-SECTION VEHICLE HEAD
NOT TO SCALE
DETAIL "C"
(TOP VIEW)
NO SCALE
Ø1
Ø2
TOTAL CABLES
-
TYPE
D
DLC
11--
Ø6
1
1 3-21 3
-33--3
1 7421 8
--
-
1.5"
9
-
1(R)
1(N)
-
-
-
-
--
--
--
--
--
--
--
-
-
-
-
CIRCUIT
* = PROTECTED / PERMISSIVE LEFT TURN
72
'
1(R)
1(N)
1(R)
1(N)
1(R)
TRAFFIC SIGNAL MODIFICATION PLAN
EAST BALBOA BLVD AT MAIN ST
SPARES 3 -3 -3 -3 -3 -3 ---
14
Ø4 -----1 -
28
'
8'
8'
28
'
70
'
22
'
14
'
12
'
22
'
(SHEETS 03-05)
BELCO AS-BUILT
BALBOA BOULEVARD /
MAIN STREET
1 G1 G2357
2 4 6 8
A B C D
1 G1 G2
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
3 5 7
2 4 6 8
BALBOA BOULEVARD /
PALM STREET
LEGEND
PROPOSED EQUIPMENT/FIBER OPTIC CABLE
EXISTING CABLE
PROPOSED SPLICE
EXISTING CCTV CAMERA
EXISTING EQUIPMENT
FIBER TERMINATION
WIRELESS RADIO
BATTERY BACKUP SYSTEM
POWER OVER ETHERNET INJECTOR
BBS
POI
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET OF 22
PLANS PREPARED BY:
1700 Carnegie Avenue, Suite 100
Santa Ana, CA 92705-551
Phone: (949)270-9480
Fax: (949) 270-9481
TRAFFIC SIGNAL REHABILITATION PROJECT
FY2023-2024
T-6080-S
C-9416-1
COMMUNICATION SCHEMATICS
06
PROPOSED CCTV CAMERA
BELCO AS-BUILT
17.5'
0.
2
3
9
1
"
T
H
I
C
K
,
T
A
P
E
R
ED
(
0
.
1
4
"
/
F
T
)
S
T
E
E
L
PO
L
E
S
H
A
F
T
-
1
2
"
x
9
.
41
"
x
1
8
.
5
'
1.75"
1.5"
13"
13"
SIGN ARM MOUNTING
13" BOLTCIRCLE
1.25" x 3" HEXHEAD BOLTS
5° RISE
BASE PLATE
(4) 2" X 42" ANCHOR BOLTS WITH(2) HEX NUTS AND (2) FLAT
WASHERS PER BOLT ON A 0.375"THICK SQUARE PLATE (DIMENSIONS
PER CALTRANS 2010 STANDARDSPECIFICATIONS - NON-REVISED)
2"
42"
ANCHOR BOLTS
(12) - #7 BARSEQUALLY SPACED
11
'
E
M
B
E
D
M
E
N
T
M
I
N
.
3" TYP.
3" TYP.
FINISH GRADE
CONDUIT BYOTHERS
(12) - #7 BARS
EQUALLY SPACED
3'
SEE ANCHOR
BOLT DETAIL
3" TYP.
A
SPIRAL =
#5 @ 6"
SEE ANCHORBOLT DETAIL
A
SECTION A-A
FOUNDATION
PER CALTRANS 2010 NON-REVISED STANDARD PLAN
SHEETS ES-7E & ES-7N
19"
19"2.25" BOLTHOLE
17.5" BOLTCIRCLE
12" POLE
BASE DIAMETER
17.75"
39.875"
30.375" O.D.
29.875" I.D.
15"
DECORATIVE BASE COVER
26" TO CENTER OF HAND HOLE
* ALL HARDWARE TO BE STAINLESS STEEL OR GALVANIZED
* ALL WELDS IN ACCORDANCE WITH AWS WELDING CODE
* ALL STEEL COMPONENTS FULLY GALVANIZED TO ASM-A123
* ENTIRE ASSEMBLY TO BE FINISH COATED PER CITY OF
NEWPORT BEACH SPECIFICATIONS; CUSTOMER TO
PROVIDE PAINT SAMPLE OR PAINT COLOR CODE
FINISH & MATERIAL SPECIFICATIONS
2 PC., CLAMP AROUND CASTALUMINUM DECORATIVEBASE COVER
CROSS SECTION -16 SHARP FLUTE
C.O. NEWPORT BEACH
APPROVED 48" x 36"WAYFINDING SIGN; CUSTOMER
TO PROVIDE SIGN LAYOUTS
30'
9'12'12'
17.5' MIN.CLEARANCEFROM ROADWAY TO
BOTTOM OF SIGN
REVISION NOTE DATE CHECKED BY
SOUTH COAST LIGHTING & DESIGN
1101 VIA CALLEJON, STE. 200, SAN CLEMENTE, CA. 92673
VOICE - 949.276.8850 / FAX - 949.276.8855
SALES@SOUTHCOASTLIGHTING.COM / WWW.SOUTHCOASTLIGHTING.COM
DUE TO CONTINUING IMPROVEMENTS, SOUTH COAST LIGHTING & DESIGN, INC RESERVES THE RIGHT TO
CHANGE DIMENSIONS, DESIGNS, AND CONSTRUCTION FROM THAT WHICH IS SHOWN IN THIS BROCHURE.
CONTACT FACTORY FOR DETAILED ENGINEERING DRAWINGS
REV.
PROJECT NAME:TRI-SIGN WAYFINDING
TRAFFIC ASSEMBLY
R-092523-1S 1 OF 1
CUSTOMER:
C.O. NEWPORT BEACH
DRAWN BY:
R.R.
CATALOG #:
9.25.23SCL-BCWAR3040_CT2010NR24(MOD)-3-100-35_(3)SCL-NBSGN4824
DRAWING NUMBER:
DATE:
SHEET:
SALES:
PRODUCTION:
FINAL:
22OF07
35'BELCO AS-BUILT
17.5'
0.
2
3
9
1
"
T
H
I
C
K
,
T
A
P
E
R
ED
(
0
.
1
4
"
/
F
T
)
S
T
E
E
L
PO
L
E
S
H
A
F
T
-
1
2
"
x
9
.
41
"
x
1
8
.
5
'
1.5"
1.25"
12"
12"
SIGN ARM MOUNTING
12" BOLTCIRCLE
1.25" x 3" HEXHEAD BOLTS
5° RISE
BASE PLATE
(4) 2" X 42" ANCHOR BOLTS WITH(2) HEX NUTS AND (2) FLAT
WASHERS PER BOLT ON A 0.375"THICK SQUARE PLATE (DIMENSIONS
PER CALTRANS 2010 STANDARDSPECIFICATIONS - NON-REVISED)
2"
42"
ANCHOR BOLTS
(12) - #7 BARSEQUALLY SPACED
11
'
E
M
B
E
D
M
E
N
T
M
I
N
.
3" TYP.
3" TYP.
FINISH GRADE
CONDUIT BYOTHERS
(12) - #7 BARS
EQUALLY SPACED
3'
SEE ANCHOR
BOLT DETAIL
3" TYP.
A
SPIRAL =
#5 @ 6"
SEE ANCHORBOLT DETAIL
A
SECTION A-A
FOUNDATION
PER CALTRANS 2010 NON-REVISED STANDARD PLAN
SHEETS ES-7E & ES-7N
19"
19"2.25" BOLTHOLE
17.5" BOLTCIRCLE
12" POLE
BASE DIAMETER
17.75"
39.875"
30.375" O.D.
29.875" I.D.
15"
DECORATIVE BASE COVER
26" TO CENTER OF HAND HOLE
* ALL HARDWARE TO BE STAINLESS STEEL OR GALVANIZED
* ALL WELDS IN ACCORDANCE WITH AWS WELDING CODE
* ALL STEEL COMPONENTS FULLY GALVANIZED TO ASM-A123
* ENTIRE ASSEMBLY TO BE FINISH COATED PER CITY OF
NEWPORT BEACH SPECIFICATIONS; CUSTOMER TO
PROVIDE PAINT SAMPLE OR PAINT COLOR CODE
FINISH & MATERIAL SPECIFICATIONS
2 PC., CLAMP AROUND CASTALUMINUM DECORATIVEBASE COVER
CROSS SECTION -16 SHARP FLUTE
C.O. NEWPORT BEACHAPPROVED 48" x 36"WAYFINDING SIGN; CUSTOMER
TO PROVIDE SIGN LAYOUTS
30'
9' 2"9' 2"9' 2"
17.5' MIN.CLEARANCE
FROM ROADWAY TOBOTTOM OF SIGN
REVISION NOTE DATE CHECKED BY
SOUTH COAST LIGHTING & DESIGN
1101 VIA CALLEJON, STE. 200, SAN CLEMENTE, CA. 92673
VOICE - 949.276.8850 / FAX - 949.276.8855
SALES@SOUTHCOASTLIGHTING.COM / WWW.SOUTHCOASTLIGHTING.COM
DUE TO CONTINUING IMPROVEMENTS, SOUTH COAST LIGHTING & DESIGN, INC RESERVES THE RIGHT TO
CHANGE DIMENSIONS, DESIGNS, AND CONSTRUCTION FROM THAT WHICH IS SHOWN IN THIS BROCHURE.
CONTACT FACTORY FOR DETAILED ENGINEERING DRAWINGS
REV.
PROJECT NAME:TRI-SIGN WAYFINDING
TRAFFIC ASSEMBLY
R-091323-1S 1 OF 1
CUSTOMER:
C.O. NEWPORT BEACH
DRAWN BY:
R.R.
CATALOG #:
9.13.23SCL-BCWAR3040_CT2010NR19(MOD)-3-100-30_(3)SCL-NBSGN4824
DRAWING NUMBER:
DATE:
SHEET:
SALES:
PRODUCTION:
FINAL:
REVISION NOTE DATE CHECKED BYREV.
REMOVE 5° RISE FROM MAST ARM 9.14.23 R.R.A
CHANGE MAST ARM TO 30' & MINIMUM HEIGHT TO BOTTOM OF SIGN 9.14.23 R.R.B
ADD 5° RISE BACK & ADD 24-3-100-35 9.14.23 R.R.C
22OF08
BELCO AS-BUILT
UVUV
UVUV
UVUV
CHANGEABLE MESSAGE SIGN INSTALLATION
NEWPORT BOULEVARD (SB) & 29th STREET
T-6066-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET OF 22
PLANS PREPARED BY:
1700 Carnegie Avenue, Suite 100
Santa Ana, CA 92705-551
Phone: (949)270-9480
Fax: (949) 270-9481 09
1 11
11
1 09/27/2023 REVISED SHEET REFERENCE FOR CMS SIGN & POLE
BELCO AS-BUILT
T-6066-SCITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET OF 22
PLANS PREPARED BY:
1700 Carnegie Avenue, Suite 100
Santa Ana, CA 92705-551
Phone: (949)270-9480
Fax: (949) 270-9481
CHANGEABLE MESSAGE SIGN INSTALLATION
BALBOA BOULEVARD & 21th STREET
10
COMPLETED
BELCO AS-BUILT
1.75"
1.75"
21
.
2
5
"
21.25"
18"
22
"
22"2" BOLT
HOLE
22" BOLT
CIRCLE
16" POLE
BASE DIAMETER
1.
7
5
"
0.25" THICK
BACK UP RINGS
.19
1.75"
6"
84
"
(4) 1.75" X 84" X 6"
ANCHOR BOLTS WITH (2)
HEX NUTS & (2) FLAT
WASHERS PER BOLT
ASTM-A36 FULLY
GALVANIZED
5.63"
7.
3
1
"
2"
NOTE:
0.5" NUT HOLDER WITH FASTENERS FOR
GROUNDING WILL BE SUPPLIED; LOCATED @
)520+$1'+2/(
0.
4
3
2
"
0.25" THICK
H.R.M.S.
HANDHOLE
MOUNTING BAR
HANDHOLE COVER -
11 GA. H.R.M.S.
W/COUNERSUNK
HOLE
POLE
SHAFT
WALL
5/16-18 x 2"
STAINLESS STEEL
FLAT HEAD SCREW
DETAIL 6 - ANCHOR BOLT
DETAIL 4 - BASE PLATE
DETAIL 3 - HAND HOLE
SEAL
WELDM
(T+.25) x T
T = TUBE THK.
DETAIL 2 - SIGN ARM MOUNTING
18
"
25.5" BOLT
CIRCLE
1.25" x 5" HEX
HEAD BOLTS
* ALL HARDWARE GALVANIZED TO ASTM-A153
* ALL STEEL ASSEMBLIES GALVANIZED TO ASTM-A123
* ALL WELDS IN ACCORDANCE WITH AWS WELDING CODE
* ALL ANCHOR BOLTS TO BE F1554 GRADE 55; MINIMUM YIELD 55 K.S.I.
* ALL POLES RATED FOR 100 MPH WIND
* ALL POLES GALVANIZED FINISH ONLY
21
'
0.
3
1
2
5
"
T
H
I
C
K
,
T
A
P
E
R
E
D
(
0
.
1
4
"
/
F
T
)
S
T
E
E
L
PO
L
E
S
H
A
F
T
-
1
6
"
x
1
1
.
8
"
x
3
0
'
0.2391" THICK, TAPERED (0.14"/FT) STEEL ARM
13" x 10.76" x 16' (FROM BOTTOM OF SIGN ARM BASE PLATE)
SEE DETAIL 4 - BASE
PLATE DETAIL
SEE DETAIL 6 -
ANCHOR BOLT
DETAIL
A
A
BACK OF SIGN AND SIGN
MOUNTING BRACKETS
COVERED BY SHEET METAL
MESH
VIEW OF BACK OF MOUNTED SIGN
5
,
6
(
2.88" X 3.75" X 0.229"FORMED ANGLE W/SLOTS
MOUNTING ANGLE 3.5" x 2.5"
x 0.31" x HEIGHT OF SIGN
(2) 5/8-11 UNC x 8.5"
HEX HEAD BOLT W/WASHER
& HEX NUT
SHEET METAL
MESH COVER
0.5" DIAM. PIN THRU
CLAMP & ARM SHAFT-
SECURE W/COTTER PIN-
HOLE IN SHAFT FIELD
DRILLED
0.375" x 3"
WIDE CLAMP
(2) 5/8-11 UNC x 8.5"
HEX HEAD BOLT W/WASHER
& HEX NUT
SHEET METAL MESH COVER MOUNTING
SIGN TO BE MOUNTED NO MORE
THAN 6" FROM END OF SIGN ARM
MESSAGE
SIGN
FIG A-A
4" X 3" X 0.375"FORMED ANGLE W/SLOTS
MOUNTING ANGLE 3.5" x 3"
x 0.31" x HEIGHT OF SIGN
(2) 5/8-11 UNC x 8.5"
HEX HEAD BOLT W/WASHER
& HEX NUT
0.5" DIAM. PIN THRU
CLAMP & ARM SHAFT-
SECURE W/COTTER PIN-
HOLE IN SHAFT FIELD
DRILLED
0.375" x 3"
WIDE CLAMP
(2) 5/8-11 UNC x 8.5"
HEX HEAD BOLT W/WASHER
& HEX NUT
SIGN ARM
SHAFT
STANDARD
PIPE
ARM TUBE
0.44" DIAM.
THROUGH HOLE
4"
1.75"
DETAIL 1 - WIRING TENON
72"
90"
FIRST WIRING TENON 72" FROM
BOTTOM OF SIGN ARM BASE
PLATE; SECOND WIRING TENON
90" FROM BOTTOM OF SIGN ARM
BASE PLATE
SEE DETAIL 1 -
WRING TENON DETAIL
FINISH & MATERIAL SPECIFICATIONS
(14) - #9 BARS
EQUALLY SPACED
#4
T
I
E
S
@
1
2
"
LO
W
E
R
8
.
5
'
1
4
'
E
M
B
E
D
M
E
N
T
M
I
N
.
#4
T
I
E
S
@
6
"
TO
P
5
'
3" TYP.
3" TYP.
FINISH GRADE
CONDUIT BY
OTHERS
(14) - #9 BARS
EQUALLY SPACED
DETAIL 5 - FOOTING DETAIL
4' Ⱦ
SEE DETAIL #4
- ANCHOR
BOLTS
3" TYP.
AA
SECTION A-A
SEE DETAIL 5 -
FOOTING DETAIL
2.5" DIAM.
ACCESS
HOLE
(3) 0.63" x 1.75"
LONG HIGH
STRENGTH HEX
HEAD BOLTS
6.63"
7.63"
4.63"
5.75"
0.75"
1"
.25" THICK
GUSSETSTYP.
TYP.
.25 PER
AWS
0.25"
0.25"
DETAIL 7 - LUMINAIRE ARM ATTACHMENT
SEE DETAIL 7 - LUMINAIRE
ARM ATTACHMENT DETAIL
SEE DETAIL 2 -
ARM MOUNTING
DETAIL
.25 PER AWS
SEE DETAIL 3 -
HAND HOLE DETAIL
EXTRUDED
ALUMINUM
BASE COVER
LEOTEK COBRAHEAD
FIXTURE
12'
REV. #REVISION NOTE DATE CHECKED BY
SOUTH COAST LIGHTING & DESIGN
1101 VIA CALLEJON, STE. 200, SAN CLEMENTE, CA. 92673
VOICE - 949.276.8850 / FAX - 949.276.8855
SALES@SOUTHCOASTLIGHTING.COM / WWW.SOUTHCOASTLIGHTING.COM
DUE TO CONTINUING IMPROVEMENTS, SOUTH COAST LIGHTING & DESIGN, INC RESERVES THE RIGHT TO
CHANGE DIMENSIONS, DESIGNS, AND CONSTRUCTION FROM THAT WHICH IS SHOWN IN THIS BROCHURE.
CONTACT FACTORY FOR DETAILED ENGINEERING DRAWINGS
REV.
PROJECT NAME:NEWPORT BEACH
OVERHEAD SIGN
J-050421-1S 1 OF 1
CUSTOMER:
C.O. NEWPORT BEACH
DRAWN BY:
J.G.
CATALOG #:
5.04.21SRT-16003125-225_16-CMS
DRAWING NUMBER:
DATE:
SHEET:
SALES:
PRODUCTION:
FINAL:
1 ADDED EBC, LEOTEK FIXTURE & INCREASED POLE HEIGHT 5.10.21 R.R.A
3 42211
BELCO AS-BUILT
102"
54
"
8" SCHEDULE 80
(8.625" O.D.)
SMOOTH STEEL
POLE SHAFT
12
"
12"
(4) 1.375" x 2"
BOLT HOLE
12" BOLT
CIRCLE
8.625" POLE BASE
DIAMETER
1" BASE PLATE
ASTM-A36;
36,000 K.S.I. YIELD
TUBE
THK.
.19 PER
AWS D.1.1
DETAIL 2 - ANCHOR BOLTDETAIL 1 - BASE PLATE
74
"
SEE DETAIL 1 - BASE
PLATE DETAIL
(4) 1.25" x 42" ANCHOR BOLTS;
SEE DETAIL 2 - ANCHOR BOLT
DETAIL
GRADE
CONCRETE BASE; CONCRETE TO BE
MINIMUM 3000 P.S.I. IN 28 DAYS, POURED
IN NATURALLY COMPACTED EARTH HOLE
FREE OF LOOSE DIRT OR DEBRIS
(8) #8 VERTICAL REBAR WITH
#8 TIES ON 18" CENTER LINE
CONDUIT FEEDER
PER PLANS
MIN
I
M
U
M
6
'
E
M
B
E
D
D
E
D
BE
L
O
W
G
R
A
D
E
36" DIAMETER
FOUNDATION
DAKTRONICS CMS
SIGN - 8' 6" ACROSS
1.25"
48
"
(4) 1.25" X 42"
ANCHOR
BOLTS WITH
(2) HEX NUTS
AND (2) FLAT
WASHERS PER
BOLT ON A
0.375" THICK
SQUARE
PLATE
12
'
8"
EXTRUDED ALUMINUM
BASE COVER
REV. #REVISION NOTE DATE CHECKED BY
SOUTH COAST LIGHTING & DESIGN
1101 VIA CALLEJON, STE. 200, SAN CLEMENTE, CA. 92673
VOICE - 949.276.8850 / FAX - 949.276.8855
SALES@SOUTHCOASTLIGHTING.COM / WWW.SOUTHCOASTLIGHTING.COM
DUE TO CONTINUING IMPROVEMENTS, SOUTH COAST LIGHTING & DESIGN, INC RESERVES THE RIGHT TO
CHANGE DIMENSIONS, DESIGNS, AND CONSTRUCTION FROM THAT WHICH IS SHOWN IN THIS BROCHURE.
CONTACT FACTORY FOR DETAILED ENGINEERING DRAWINGS
REV.
PROJECT NAME:NEWPORT BEACH
CENTER MEDIAN SIGN
J-050521-2S 1 OF 1
CUSTOMER:
C.O. NEWPORT BEACH
DRAWN BY:
J.G.
CATALOG #:
5.05.218SCH80-12-CMS
DRAWING NUMBER:
DATE:
SHEET:
SALES:
PRODUCTION:
FINAL:
1 UPDATED PER CUSTOMER COMMENTS DATED 5.07.21 5.10.21 R.R.A
2212
NOT PART OF PROJECT
BELCO AS-BUILT