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C _...
urb/Berm f'
or edge of 9
2"C, 1 3-COND. CABLE, BLDG. OVERHANG
AND 1 12-COND. CABLE
EXISTING
RIGHT OF WAY
PER
PLAP
0.03' LIP
EXISTING CURB —
OR
CURB AND GUTTER
EX SCE PP NO NUMBER
HEADER I CUT
'-0.10' MIN. EXISTING
AC SURFACING
7
NEW A.C.
TACK COAT 2—SACK
ALL EDGES SLURRY BACKFILL
(INITIAL POUR TO BE FLUSH
WITH SURROUNDING SURFACE)
3" RIGID
METAL CONDUIT
(INSTALLED WITH 1' MIN. COVER)
TRENCH REPAIR DETAIL
N.T.S.
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REMARKS
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35
25
15'
250 W
B
6
E
1 MAS SV -1-T
IMPROVEMENTS NOT COMMENCE WITHIN TWO
SP -1 -CS
8
Sierra Ave
10
4
CAP UNUSED TENON
2
1-A
10
-
-
-
B
8
S
TV -1- T
BEFORE DAYS BEFORE
YOU DIG YOU DIG
SP -1 -CS
6
-
4.6
4
REV.
3
26A-4-80
35
40'
15'
250 W
B
8
S
2 MAS SV -1-T
SP -1 -CS
2
Civic Ctr Dr
10.2
4
F =16
4
1-A
10 t-
-
-
B
2
W
TV -1-T
SP -1 -CS
8
-
11.1
4
5
17A-2-80
35
20'
15'
250 W
B
2
W
1 MAS, SV -1-T
SP -1 -CS
4
Sierra Ave
11
4
6
1-A
10
-
-
-
B
4
N
TV -1- T
SP -1 -CS
2
-
11.3
4
7
SPECIAL POLE **
50
40
15'
250 W
B
4
N
2 MAS SV -1-T
SP -1 -CS
6
Seville Ave-
10.4
4
F =16 SPECIAL POLE
8
1-A
10
-
-
-
B
6
E
TV -1- T
SP -1 -CS
4
-
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4
91
TYPE 15
30
-
15
250 W
B
6
E
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SP -1 -CS
6
-
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10
1-A
7
-
-
-
B
6
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-
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7
-
6
4
11
19A-2-80
35
25
15'
250 W
B
7
N
1 MAS SV -1-T
SP -1 -CS
6
Spring St
12
1-A
10
-
-
-
B
7
N
TV -2-T
SP -1 -CSE
7
-
-
E
13
1-A E
10
-
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-
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14
26A-4-80
35
40
15'
250 W
-
-
-
2 MAS SV -2-T
-
-
Spring St
-
5.6
F =15
000___
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CABLEOPTICOM
CABLECONDUIT
SIZE
NOTE ALL CONDUIT AND CONDUCTORS ARE NEW EXCEPT WHERE NOTED '(E)'
C _...
urb/Berm f'
or edge of 9
2"C, 1 3-COND. CABLE, BLDG. OVERHANG
AND 1 12-COND. CABLE
EXISTING
RIGHT OF WAY
PER
PLAP
0.03' LIP
EXISTING CURB —
OR
CURB AND GUTTER
EX SCE PP NO NUMBER
HEADER I CUT
'-0.10' MIN. EXISTING
AC SURFACING
7
NEW A.C.
TACK COAT 2—SACK
ALL EDGES SLURRY BACKFILL
(INITIAL POUR TO BE FLUSH
WITH SURROUNDING SURFACE)
3" RIGID
METAL CONDUIT
(INSTALLED WITH 1' MIN. COVER)
TRENCH REPAIR DETAIL
N.T.S.
NOTE ALL POLES AND HARDWARE ARE NEW EXCEPT WHERE NOTED "(E)".
INSTALL CITY—FURNISHED STREET NAME SIGN AND HARDWARE ON CITY—FURNISHED SHAFT—MOUNTED CANTILEVER ARM.
STREET NAME SIGN ARROWS "f- " or "—I TO POINT IN DIRECTION OF DESIGNATED STREET.
***SPECIAL POLE, SEE SPECIAL PROVISIONS FOR LARGER POLE AND FOOTING.
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S.N.S.
MESSAGE
PLACEMENT
A B
REMARKS
l'i
19A-4-80
35
25
15'
250 W
B
6
E
1 MAS SV -1-T
IMPROVEMENTS NOT COMMENCE WITHIN TWO
SP -1 -CS
8
Sierra Ave
10
4
CAP UNUSED TENON
2
1-A
10
-
-
-
B
8
S
TV -1- T
BEFORE DAYS BEFORE
YOU DIG YOU DIG
SP -1 -CS
6
-
4.6
4
REV.
3
26A-4-80
35
40'
15'
250 W
B
8
S
2 MAS SV -1-T
SP -1 -CS
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Civic Ctr Dr
10.2
4
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4
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B
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-
11.1
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5
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20'
15'
250 W
B
2
W
1 MAS, SV -1-T
SP -1 -CS
4
Sierra Ave
11
4
6
1-A
10
-
-
-
B
4
N
TV -1- T
SP -1 -CS
2
-
11.3
4
7
SPECIAL POLE **
50
40
15'
250 W
B
4
N
2 MAS SV -1-T
SP -1 -CS
6
Seville Ave-
10.4
4
F =16 SPECIAL POLE
8
1-A
10
-
-
-
B
6
E
TV -1- T
SP -1 -CS
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-
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4
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TYPE 15
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15
250 W
B
6
E
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SP -1 -CS
6
-
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10
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7
-
-
-
B
6
E
-
SP -1 -CS
7
-
6
4
11
19A-2-80
35
25
15'
250 W
B
7
N
1 MAS SV -1-T
SP -1 -CS
6
Spring St
12
1-A
10
-
-
-
B
7
N
TV -2-T
SP -1 -CSE
7
-
-
E
13
1-A E
10
-
-
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-
-
-
TV -1-T
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-
-
-
-
E
14
26A-4-80
35
40
15'
250 W
-
-
-
2 MAS SV -2-T
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-
Spring St
-
5.6
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NOTE ALL POLES AND HARDWARE ARE NEW EXCEPT WHERE NOTED "(E)".
INSTALL CITY—FURNISHED STREET NAME SIGN AND HARDWARE ON CITY—FURNISHED SHAFT—MOUNTED CANTILEVER ARM.
STREET NAME SIGN ARROWS "f- " or "—I TO POINT IN DIRECTION OF DESIGNATED STREET.
***SPECIAL POLE, SEE SPECIAL PROVISIONS FOR LARGER POLE AND FOOTING.
}
REX SERVICE POINT (BY SCE)
130 FT. W/O SIERRA AVE S EVI LLE AVEN U E
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5
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PHASE SEQUENCE DIAGRAM I
• 5 - - - SIGNAL CONSTRUCTION NOTES
TRAFFIC SIGNAL GENERAL NOTES. EXISTING a
ON POLE CAP I 1 INSTALL CITY FURNISHED TYPE 90 "
SIDEWALK I }.. ❑ CONTROLLER ASSEMBLY, INCLUDING TYPE R CABINET,
1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA 4 5 2 I AUTOSCOPE DETECTION, AND APPURTENANT EQUIPMENT (SEE SPECIAL PROVISIONS).
STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992) I CONTROLLER CABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD 4004.
g' CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECTRONIC EQUIPMENT
2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR I REQUIRED TO PROVIDE THE DESIRED SIGNAL OPERATION AS SHOWN ON THE PLAN.
SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS NOTE: EXISTING FIBER OPTIC SYSTEM. I N 0 5 f EXISTING
ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. CONTRACTOR SHALL USE EXTREME CAUTION F W SIDEWALK 0 FURNISH AND INSTALL TYPE III—BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF
PHONE UNDERGROUND SERVICE ALERT AT 1-800-227-2600, TWO (2) WORKING DAYS WHEN EXCAVATING AROUND THIS UTILITY. FONTANA AND SOUTHERN CALIFORNIA EDISON REQUIREMENTS (SEE SPECIAL PROVISIONS).
BEFORE DIGGING. c� �3 f ( 3 FURNISH AND INSTALL 3" PVC CONDUIT WITH PULL ROPE PER SOUTHERN CALIFORNIA
z I Q
3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2 RIGID METAL EXCEPT z EDISON REQUIREMENTS.
WHERE NOTED OTHERWISE. ALL VEHICLE HEADS SHALL BE PER SPECIAL PROVISIONS. L O
x �' ( o ® INSTALL NEW AUTOSCOPE IMAGE SENSOR UNIT AND HARDWARE PER CITY STANDARD NO. 133
4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING �` w AND AS DIRECTED BY THE ENGINEER.
WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 3 F N I0 ❑5 FURNISH AND INSTALL UNI—DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR
5. EXISTING TRAFFIC SIGNAL AND LIGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL
I 20� 30' � (OPTICOM MODEL M 711 OR EQUAL) PER DETAIL THIS SHEET.
AND LIGHTING IS OPERATIONAL PER SPECIAL PROVISIONS.
23.1 5' Efl REMOVE EXISTING SALVAGED HARDWARE AND RE—INSTALL AS SHOWN ON THE PLAN.
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6. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT I I I
LOCATIONS PRIOR TO FINAL PLACEMENT. Efl REMOVE TREE AND ROOT BALL PER SPECIAL PROVISIONS.
7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SCALE® lww=20w
® SALVAGE EXISTING TRAFFIC SIGNAL CABINET AND REMOVE CABINET FOUNDATION COMPLETE.
SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. CIVIC CENTER DRIVE ❑9 REMOVE STREET LIGHT STANDARD AND FOUNDATION (BY SOUTHERN CALIFORNIA EDISON)
8.
CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS.
20 10 0 20 40 60
"
i
1
;I
PHASE SEQUENCE DIAGRAM I
• 5 - - - SIGNAL CONSTRUCTION NOTES
TRAFFIC SIGNAL GENERAL NOTES. EXISTING a
ON POLE CAP I 1 INSTALL CITY FURNISHED TYPE 90 "
SIDEWALK I }.. ❑ CONTROLLER ASSEMBLY, INCLUDING TYPE R CABINET,
1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA 4 5 2 I AUTOSCOPE DETECTION, AND APPURTENANT EQUIPMENT (SEE SPECIAL PROVISIONS).
STANDARD SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992) I CONTROLLER CABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD 4004.
g' CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECTRONIC EQUIPMENT
2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR I REQUIRED TO PROVIDE THE DESIRED SIGNAL OPERATION AS SHOWN ON THE PLAN.
SHALL POTHOLE TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS NOTE: EXISTING FIBER OPTIC SYSTEM. I N 0 5 f EXISTING
ON THE JOB SITE. HAND DIG FOUNDATIONS UNTIL CLEAR OF OBSTRUCTIONS. CONTRACTOR SHALL USE EXTREME CAUTION F W SIDEWALK 0 FURNISH AND INSTALL TYPE III—BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF
PHONE UNDERGROUND SERVICE ALERT AT 1-800-227-2600, TWO (2) WORKING DAYS WHEN EXCAVATING AROUND THIS UTILITY. FONTANA AND SOUTHERN CALIFORNIA EDISON REQUIREMENTS (SEE SPECIAL PROVISIONS).
BEFORE DIGGING. c� �3 f ( 3 FURNISH AND INSTALL 3" PVC CONDUIT WITH PULL ROPE PER SOUTHERN CALIFORNIA
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3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2 RIGID METAL EXCEPT z EDISON REQUIREMENTS.
WHERE NOTED OTHERWISE. ALL VEHICLE HEADS SHALL BE PER SPECIAL PROVISIONS. L O
x �' ( o ® INSTALL NEW AUTOSCOPE IMAGE SENSOR UNIT AND HARDWARE PER CITY STANDARD NO. 133
4. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING �` w AND AS DIRECTED BY THE ENGINEER.
WITH THE SOUTHERN CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. 3 F N I0 ❑5 FURNISH AND INSTALL UNI—DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR
5. EXISTING TRAFFIC SIGNAL AND LIGHTING SHALL REMAIN IN OPERATION UNTIL NEW SIGNAL
I 20� 30' � (OPTICOM MODEL M 711 OR EQUAL) PER DETAIL THIS SHEET.
AND LIGHTING IS OPERATIONAL PER SPECIAL PROVISIONS.
23.1 5' Efl REMOVE EXISTING SALVAGED HARDWARE AND RE—INSTALL AS SHOWN ON THE PLAN.
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6. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT I I I
LOCATIONS PRIOR TO FINAL PLACEMENT. Efl REMOVE TREE AND ROOT BALL PER SPECIAL PROVISIONS.
7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SCALE® lww=20w
® SALVAGE EXISTING TRAFFIC SIGNAL CABINET AND REMOVE CABINET FOUNDATION COMPLETE.
SIDEWALK AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. CIVIC CENTER DRIVE ❑9 REMOVE STREET LIGHT STANDARD AND FOUNDATION (BY SOUTHERN CALIFORNIA EDISON)
8.
CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS.
20 10 0 20 40 60
"
MODIFY SPRINKLER SYSTEMS IF NECESSARY.
SERVICE ADDRESS:
9.
CONTRACTOR SHALL REFER TO THE CITY TRAFFIC ENGINEER IN THE EVENT OFA
/
CONFLICT OR POTENTIAL CONFLICT WITH THESE PLANS AND/OR SPECIFICATIONS FOR
THIS PROJECT.
L1 ®
SHOULD CONSTRUCTION OF THE REQUIRED
QROFESS/ON
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10.
ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF
FONTANA ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK.
IMPROVEMENTS NOT COMMENCE WITHIN TWO
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'` CLYDE ELWYN
� SWEET, JR.
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ARAI'MAR AAA AA AAA e
YEARS OF THE DATE OF APPROVAL SHOWN HEREON
11.
WHERE TRAFFIC SIGNAL STREET CROSSING CONDUITS ARE NOT INSTALLED USING THE
BORING METHOD, TRENCH REPAIRS SHALL BE PER DETAIL THIS SHEET, AND SPECIAL
DIAL TWO WORKING
AND CARRIED FORTH IN A DILIGENT MANNER, THE
No. 26690
PROVISIONS, SECTION E.
BEFORE DAYS BEFORE
YOU DIG YOU DIG
CITY ENGINEER MAY REQUIRE REVISIONS TO THE
* EXP. 3-31-04
12.
ALL SALVAGED TRAFFIC SIGNAL POLES AND HARDWARE ARE TO BE DELIVERED THE
REV.
PLANS TO BRING THEM INTO CONFORMANCE WITH
CIVIL
CITY MAINTENANCE YARD IN A REUSABLE CONDITION.
TOLL FREE 1-800-227-2000
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