HomeMy WebLinkAbout3415-1ALL EXISTING CONDIUTS TO BE REUSED, UNLESS NOTED (A)=NEW.
ALL EXISTING DLC9 TO BE REUSED, UNLESS NOTED: (A) = NEW.
ALL CONDUCTOR SIGNAL CABLE (CSC) SHALL BE NEW.
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A
B
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AQ
29-5-80
30'
55'
15'
250
B
8
N
3—MAS, SV -1—T
SP-1—CS
6
Santa Ana Ave
11'
5.5'
B
1A
10'
—
—
—
B
6
E
TV -2—T
SP-1—CS
8
—
11.5'
3'
C
26-4-80
30'
40'
15'
250
B
6
E
1—MAS,I—MAT, SV -1—T
SP-1—CS
4
Sierra Ave
8'
3'
D
1A
10'
—
—
—
B
4
S
TV -2—T
SP-1—CS
6
—
5.5
3'
E
SPECIALED
30'
65'
15'
250
B
4
S
3—MAS, SV -1—T
SP-1—CS
2
Santa Ana Ave
12'
2.5'
F
1A
10'
—
—
—
B
2
W
TV -2—T
SP-1—CS
4
—
12'
2.5'
G
26-4-809
30'
45'•
15'•
250 •
B•
2
W
1—MAS•,1—MAT•,SV-1—T•
SP—`I—CS
8
Sierra Ave •
20.7'
4'
F=15',
3
H
1A •
1 10'
—
—
—
B•
—
—
TV-2—To
SP-1—CS0
2
—
20.5'
4'
9
CONDUIT SIZE
ALL EXISTING CONDIUTS TO BE REUSED, UNLESS NOTED (A)=NEW.
ALL EXISTING DLC9 TO BE REUSED, UNLESS NOTED: (A) = NEW.
ALL CONDUCTOR SIGNAL CABLE (CSC) SHALL BE NEW.
PHASE
DIAGRAM
STANDARD
SIGNAL
LUMINAIRE
PED PUSH BT.
01
02
03
04
�1
t
HT.
05
06
07
08
E EXISTING
TRAFFIC SIGNAL GENERAL NOTE.
1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA
STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 2002).
2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR
SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS
ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS.
PHONE UNDERGROUND SERVICE ALERT AT (800)227-2600, TWO (2) WORKING DAYS
BEFORE DIGGING.
3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL EXCEPT
WHERE NOTED OTHERWISE.
4. ALL NEW VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES.
ALL PEDESTRIAN HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES.
5. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING
WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED.
6. EXISTING LIGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL AND LIGHTING
IS OPERATIONAL PER SPECIFICATIONS.
.7. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR - EXACT .EQUIPMENT
LOCATIONS PRIOR TO FINAL PLACEMENT.
8. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND
SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.
9. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS.
MODIFY SPRINKLER SYSTEMS IF NECESSARY.
10. CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OF A
CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR
THIS PROJECT.
11. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK.
12. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE
BORING METHOD, TRENCH REPAIRS SHALL BE PER DETAIL THIS SHEET.
20' 10' O' 20' 40'
GRAPHIC SCALE: 1 " 20'
SIERRA AVENUE
OPOLE SCHEDULE
L
STANDARD
SIGNAL
LUMINAIRE
PED PUSH BT.
SIGNAL MOUNTING
PED,
S.N.S.
PLACEMENT
0
C
TYPE
HT.
SIG.
LUM.
H.P.S.V.
TYPE
PHASE
QUAD
VEHICLE
PED.
PHASE
MESSAGE
A
B
REMARKS
AQ
29-5-80
30'
55'
15'
250
B
8
N
3—MAS, SV -1—T
SP-1—CS
6
Santa Ana Ave
11'
5.5'
B
1A
10'
—
—
—
B
6
E
TV -2—T
SP-1—CS
8
—
11.5'
3'
C
26-4-80
30'
40'
15'
250
B
6
E
1—MAS,I—MAT, SV -1—T
SP-1—CS
4
Sierra Ave
8'
3'
D
1A
10'
—
—
—
B
4
S
TV -2—T
SP-1—CS
6
—
5.5
3'
E
SPECIALED
30'
65'
15'
250
B
4
S
3—MAS, SV -1—T
SP-1—CS
2
Santa Ana Ave
12'
2.5'
F
1A
10'
—
—
—
B
2
W
TV -2—T
SP-1—CS
4
—
12'
2.5'
G
26-4-809
30'
45'•
15'•
250 •
B•
2
W
1—MAS•,1—MAT•,SV-1—T•
SP—`I—CS
8
Sierra Ave •
20.7'
4'
F=15',
3
H
1A •
1 10'
—
—
—
B•
—
—
TV-2—To
SP-1—CS0
2
—
20.5'
4'
9
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