HomeMy WebLinkAbout4873-1A CONDUCTOR TABLE
AWC.
CIRCUIT OR
RUNS
VIDEO CABLE 1 1 2 2 2 4 4 1 1
TYPE HT,
I
PHASE 3
PHASE 4
NOT lo
USED
POLE PED.
MESSAGE
E 5 PHASE 61PHASE
7,PHASE
8,
1,
26-4-100
30
POLE
15
25OW
B
2
W
2–MAS
SV -1 _T
SP-1–CS
AN
A,",
1 T
aj,
F=18'
CONTRACTOR TO FURNISH ALL EQUIP'MENT, MATERIALS, AND HARDWARE TO
POLE
10
–
–
B
4
N
TV -2–T
SP-1–CS
PROJECT.
3
WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE
BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL
19-4-100
30'
25'
15'
250W
B
4
N
MAS
Sv_ I _ T
SP -1 –
m
POLE
2/1
2/1
2/1
2/1
–
2/1
B
6
E
TV -1 –T
SP-1–CS
-1-1
4
29-5-100
30'
50'15,*
250W
B
6
ry
0
POLE
SV -1— T
SP-1–CS
See Below
11,
8
F-18'
TYPE 1–A
10'
–
–
F -
8
S
TV -2–T
SP-1–CS
11,
4'
19-4-100
30'
1 25'
15'*
POLE
B
8
S
MAS
SV -1– T
SP-1–CS
See Below
11
:8]
TYPE 1–A
z
1 –
–
B
2
TV– 1 – T
SP-1–CS
11
5
0
POLE
cq
POLE
2/1
2/1
2/1
ry
0
POLE (D
POLE
TOTAL
1/1
I
3/2
I
4/3
5/4
5/4
5/4
5/4
5/4
4/3
2/2
1/1
1 #10 ILUMfNAIRE 2
1 2
2
9 2 1 2 1 2 1 2 1
A - ALL CONDUCTORS ARE NEW, ALL CONDUITS ARE NEW UNLESS OTHERWISE NOTED
(E) - EXISTING CONDUIT
A
RUN /4\ JOINT TRENCH, SEE NOTE F-9]
Curb/Berm flow line
or edge of shoulder
PHASE
DIAGRAM
NOT
USED
VIDEO
DET.
VIDEO CABLE 1 1 2 2 2 4 4 1 1
TYPE HT,
I
A - ALL CONDUCTORS ARE NEW, ALL CONDUITS ARE NEW UNLESS OTHERWISE NOTED
(E) - EXISTING CONDUIT
A
RUN /4\ JOINT TRENCH, SEE NOTE F-9]
Curb/Berm flow line
or edge of shoulder
PHASE
DIAGRAM
NOT
USED
MASTARMS LUMMAIRE PED PUSH T. SIGNAL MOUNTING S.N.S. x x PLACEMENT REMARKS
0—
C
TYPE HT,
PHASE 1 PHASE 2
PHASE 3
PHASE 4
NOT lo
USED
POLE PED.
MESSAGE
E 5 PHASE 61PHASE
7,PHASE
8,
2'**C.(2-#M LIGHTING)
2"C, 2 -#6 -
(SIGNAL SERVICE,
GFCI)
20'X6' CONCRETE PAD
SEE STREET IN&PROVEMENT PLAN
FOR INSTALLATION
NOTE., SEE SPECIAL PROVISIONS FOR ANY CITY SUPPLIED EQUIPMENT AND/OR MATERIALS, EX, R/W
INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING
DC- ffD& rADTKIC- VISTA nrTrr MKI AM ADDHDTrKIAM C-nHTr_>MfK1
I j TERRA �f I &
CONTROLLER CABINET AND FOUNDATION SHALL BE INSTALLED PER CITY STANDARD CONDUIT BAND
6 PR #22 SIC & FIBER
DRAWING 4001. CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECT- SEE SHEET 2 OF 5
RONIC EQUIPMENT REQUIRED TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON FOR INSTALLATION
THE PLANE
[2] FURNISH & INSTALL TYPE III -BF SERVICE EC UIPMENT ENCLOSURE PER CITY OF FONTANA AND
SOUTHERN CALIFORNIA EDISON COMPANY IEC. UIRERENTS.
F3] FURNISH AND INSTALL 3` PVC CONDUIT WITH 1/4' POLY PULL ROPE PER SCE REQUIREMENTS.
COORDINATE SERVICE WITH SCE PLANNING REPARTMENT AT 909-357-6116, SEE GENERAL
NOTE NO, 4,
[4] INSTALL CITY FURNISHED IMAGE SENSOR UNIT PER CITY STANDARD DRAWING 4004
AND AS DIRECTED BY THE ENGINEER.
F5] INSTALL CITY FURNISHED UNI -DIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR (MOBEL 711
OR EQUAL) PER DETAIL ON THIS SHEET AND AS DIRECTED BY THE ENGINEER.
F6] FURNISH AND INSTALL MAST ARM MOUNTED SIGN PER CALTRANS STANDARD PLAN ES -7N.
DETAIL 'U,
F7] STREET LIGHT TO BE REMOVED AFTER SIGNAL IS ENERGIZED BY SCE,
F 8] FURNISH AND INSTALL SIX (6) 1 Y2' (38 mm) HIGH DENSITY POLYETHYLENE (HDPE ) CONDUITS
BY DIRECTIONAL DRILL UNDER PAVEMENT OR SIDEWALK, DR BY TRENCH IN SOIL. SEE SHEET
2 OF 5J DETAILS A OR C UNLESS OTHERWISE SPECIFIED. THE CONDUITS SHALL BE COLOR
CODED ORANGE, YELLOW, RED, BLACK, BLUE, AND GREEN,
F
INSTALL 20 CONDUIT IN JOINT TRENCH WITH SIGNAL CONDUIT RUNA4 It
10A&&ANVVVVVVVVVVV~
1 1 DIAL NIF-
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W IL' W El !`N
BEFORE
YOU DIG
TOLL FREE 'l-8,00-227-26GO
A PUBLIC SERVICE BY UNDERGROUND SERA TCE ALERT
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POLE SCHEDULE
L STANDARD
MASTARMS LUMMAIRE PED PUSH T. SIGNAL MOUNTING S.N.S. x x PLACEMENT REMARKS
0—
C
TYPE HT,
S1,G. WM.
H.P.S.V.
TYPE PHASE QUAD
VEH=ICLE
POLE PED.
MESSAGE
A
B
9.
1,
26-4-100
30
40
15
25OW
B
2
W
2–MAS
SV -1 _T
SP-1–CS
See Below
01
6'
F=18'
CONTRACTOR TO FURNISH ALL EQUIP'MENT, MATERIALS, AND HARDWARE TO
TYPE 1–A
10
–
–
B
4
N
TV -2–T
SP-1–CS
PROJECT.
3
WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE
BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL
19-4-100
30'
25'
15'
250W
B
4
N
MAS
Sv_ I _ T
SP -1 –
ee elow
TYPE 1–A
10'
–
–
B
6
E
TV -1 –T
SP-1–CS
-1-1
4
29-5-100
30'
50'15,*
250W
B
6
E
2–MAS
SV -1— T
SP-1–CS
See Below
11,
8
F-18'
TYPE 1–A
10'
–
–
B
8
S
TV -2–T
SP-1–CS
11,
4'
19-4-100
30'
1 25'
15'*
250W
B
8
S
MAS
SV -1– T
SP-1–CS
See Below
11
:8]
TYPE 1–A
10'
1 –
–
B
2
TV– 1 – T
SP-1–CS
11
5
0 ALL EQUIPMENT IS NEW.
RP TO BE RELOCATED
BY OTR RS
iffR #zz �itu & � 11mL?IIz
SEE SREET 2 OF 5
FOR INSTALLATION
HPLC ONSTRC;TION THS REC�IRE
IMPROVEMENTS NOT COMMENCE WITHIN TWO
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
AND CARRIED FORTH IN A DILIGENT MANNER, THE
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
PLANS TO BRING THEM INTO CONFORMANCE WITH
STANDARDS IN EFFECT.
STRAIGHT LUMIRAIRE MAST ARM
CONTRACTOR FURNISHED S.N.S, TO BE
INSTALLED ON A SHAFT MBUNTED
MAST ARM SUPPLIED BY THE CITY,
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6,
ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK.
7.
CONTRACTOR SHALL RELOCATE AND, REPLACE LANDSCAPING, SPRINKLERS, AND
SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE
ENGINEER.
8.
CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS.
MODIFY SPRINKERS SYSTEMS IF NECESSARY.
9.
THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE.
HOWEVER, WHEN C-HAINGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE
MINIMUM RADIUS OF 10 FEET.
10.
ALL VEHICLE INDICATIONS SHALL BE 12 AND HAVE L.E.D. SIGNAL MODULES. ALL
PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES & UTILIZE PEDESTRIAN
COUNTDOWN TIMERS PER SPECIAL PROVISIONS.
11.
ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL
REPLACED WITH NEW CONSTRUCTION.
12.
CONTRACTOR TO FURNISH ALL EQUIP'MENT, MATERIALS, AND HARDWARE TO
CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT
AS NOTED CITY' FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL
PROVISIONS.
13.
CONTRACTOR SHALL REFER TO THE CITY ENGINEER IN THE EVENT OF A CONFLICT
OR POTENTIAL CONFLICT WITH THESE PLANS AND,OR SPECIFICATIONS FOR THIS
PROJECT.
14.
WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE
BORING METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL
PROVISIONS, SECTION E.
15.
TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE
SHOWN ON THE PLANS.
MAST -
CL
RODEL 711
FOP
'.AL RETECTG
FINE NANE:
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