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CONDUCTOR TABLE
AWG.
CIRCUIT
CIRCUIT OR
RUNS
1
I a
LOCATION
4
001
02
03
04
-
4
W
POLE 0
QUAD
ARROW
A
B
L5
L 06
07
08
15'
250W
Sierra Ave
POLE
uj
SP -1 -CS
02
I lk
F-
40'
4'
Q5 �6 Q9
O
22
�
POLE
15'
25OW
---
---
SV -1-T
SP -1 -CS
04
N
Z
3
v
POLE O
,
26A-4-80
35'
45'
15'
25OW
Baseline Ave
2 -MAS
►�
SP -1 -CS
N
POLE
1
u -
0'
4'
Q5 �6 Q9
O
1A
i CCF
---
---
---
o
POLE
TV -2-T
SP -1 -CS
06
4.
r
0'
Y
31
O
26A-4-80
UTURE PULL13OX
POLE O7
15' #
r
Sierra Ave
2 -MAS
SV -1-T
SP -1 -CS
06
AND CST
F--
10'
r
POLE D
O
1A
10'
---
---
F♦U�T�iJI?EPULLBOX
---
---
TV -1-T
SP -1 -CS
08
TOTAL
1/1
2/2
3/3
4/4
5/5
5/5
3/3
3/3
2/2
1/1
il-F
LUMINAIRE
1 2
L 2
1 2
1 2
1 2
1
1
1 2
1 2
1A
EXISTING DRAINAGE INLET
---
6
---
---
---
TV -1-T
SP -1 -CS
02
W
-2'
VIDEO
VIDEO CABLE 1 1 2 2 3 3 1 1 1
VIDEO SVC 1 1 2 2 3 3 1 1 1
DET.
OPTICOM CABLE 1 1 1 1 1 2 2 3 1 3 1 1 1 1
CONDUIT SIZE 1 3» 1 3» 1 3" 1 Y 1 3 1 3
IN
0
BASELINE
— — EX. PARKW1i
`-----------------------------'►�---,
EXIST L"s AB
1 1 1
1 1
--
R3
io
PHASE DIAGRAM
i
i 1 1 1
1 1 1 1
1 1 1 1
•---•-- A-•
me,
54,
NI
4
/00*0---►
— —
I a
LOCATION
REMAWS
001
02
03
04
-
4
W
PHASE
QUAD
ARROW
A
B
L5
L 06
07
08
i
i 1 1 1
1 1 1 1
1 1 1 1
•---•-- A-•
me,
54,
NI
STANDARD
LUMINAIRE
(HPSV)
S.N.S,
LEGEND
I a
LOCATION
REMAWS
No.
WI
1jrC
SIG.M.A.
-
VEHICLE
W
PHASE
QUAD
ARROW
A
B
CD
1A-5-12
35'
60'
15'
250W
Sierra Ave
2 -MAS
uj
SP -1 -CS
02
I lk
F-
40'
4'
Q5 �6 Q9
O
22
35
---
15'
25OW
---
---
SV -1-T
SP -1 -CS
04
N
Z
3
4'
CF
,
26A-4-80
35'
45'
15'
25OW
Baseline Ave
2 -MAS
►�
SP -1 -CS
r
,
N
1
u -
0'
4'
Q5 �6 Q9
O
1A
i CCF
---
---
---
CF `"" 3
---
TV -2-T
SP -1 -CS
06
4.
r
0'
Y
31
O
26A-4-80
UTURE PULL13OX
45'
15' #
r
Sierra Ave
2 -MAS
SV -1-T
SP -1 -CS
06
AND CST
F--
10'
r
o
O
1A
10'
---
---
F♦U�T�iJI?EPULLBOX
---
---
TV -1-T
SP -1 -CS
08
S
10'
AND CONI
O
26A-4-80
35'
40'
15'
25OW
Baseline Ave
2 -MAS
v
rr
08
S
E--
2'
4'
O
1A
EXISTING DRAINAGE INLET
---
6
---
---
---
TV -1-T
SP -1 -CS
02
W
POLE SCHEDULE
STANDARD
LUMINAIRE
(HPSV)
S.N.S,
LEGEND
PED PUSH BTN
LOCATION
REMAWS
No.
TYPE
HEIGHT
SIG.M.A.
LUM.M.A.
VEHICLE
PED
PHASE
QUAD
ARROW
A
B
CD
1A-5-12
35'
60'
15'
250W
Sierra Ave
2 -MAS
SV -1-T
SP -1 -CS
02
W
F-
12'
4'
Q5 �6 Q9
O
22
35
---
15'
25OW
---
---
SV -1-T
SP -1 -CS
04
N
12'
4'
O
26A-4-80
35'
45'
15'
25OW
Baseline Ave
2 -MAS
SV -1-T
SP -1 -CS
04
N
F-
0'
4'
Q5 �6 Q9
O
1A
10'
---
---
---
---
---
TV -2-T
SP -1 -CS
06
E
0'
4'
O
26A-4-80
35'
45'
15' #
250W
Sierra Ave
2 -MAS
SV -1-T
SP -1 -CS
06
E
F--
10'
4'
a5 a6 D9
O
1A
10'
---
---
---
---
---
TV -1-T
SP -1 -CS
08
S
10'
4'
O
26A-4-80
35'
40'
15'
25OW
Baseline Ave
2 -MAS
SV -1-T
SP -1 -CS
08
S
E--
2'
4'
O
1A
10'
---
---
---
---
---
TV -1-T
SP -1 -CS
02
W
-2'
4'
s PER CALTRANS STD. PLAN ES-6RB DATED JULY 1997.
*: STRAIGHT LUMINAIRE MASTARM.
(PROTECT IN PLACE)
-�FUTURE PULLBOX
s I
EXIST R/W 1,"
. 6A 817:•amu
,-OH WIRES
_ -
�_ ! 02 0
------------------- ------------------ - f�-----I------ -_ _ -_ -_- I -_---_-___-A - J-41 �om VRE S05_ -------
- -- --------------- _
CF 1 EXIST Citi \ ` A • I 6 - - - - - -
�r
1 i !
14 i 4
1 ! 1 1 1
�..� FUTURE RAISED MEDIAN
5
- 1 1
4— 1 I y _
1 1 1 1 1 1 1\ 1 0
07
S A
1
i 1 1 � 1 , 1
FA T Loop AB
�z�si -- - •-- `,-- -- - -- -- -- -- -- - fir' -- -- - - -� - —3"(�- � -- -- - -- -- -- -- � -- -- -�
EXIST E/P 1 1 1 - -- -- -- - - - -- --,--- -- -- -- -- -- -- -- --��--
•---• •---•\ !
\,` - -- -- -- —TEL -
5 - - -- -- -- --! -- -- -- -- -- -- -- -- -- -�.� -- -- -�
I ^
03 RC 6 01 7 r ..
}4 / 1 06 1
04 AB
I/ RIC
�-- EXIST R/W - _------- I -_
.. L463 ,
[6:
4 7
GENERAL NO
`_ FUTURE CURB 14 NIS 011111111mmumm aiin 0110
3 01
S ,
I
1. TRAFFIC SIGNAL AND LIGHTING SHALL CONFORM TO THE STATE OF CALIFORNIA STANDARD 16
1 /
SPECIFICATIONS SECTION 86 AND STANDARD PLANS (DATED JULY 1992), r `�'"-•
2. ALL STREET WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THESE PLANS AND 1 9
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 1997 EDITION. FUTURE PULLDOX _ .• =-- _
3. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE AND CONDUIT "
r
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 Q ; AB E I T OOP I RC 11 »
800/422-4133, TWO (2) WORKING DAYS BEFORE DIGGING. VA 14•
4. ALL PULLBOXES SHALL BE NO. 5 AND CONDUIT SHALL BE 2w RIGID METAL EXCEPT AS SHOWN. ALL W "
VEHICLE HEADS SHALL BE PER SPECIAL PROVISIONS. W W
v 54. �
5. CONTRACTOR SHALL COORDINATE ELECTRIC SERVICE DETAILS AND SCHEDULING WITH THE SOUTHERN
r
CALIFORNIA EDISON COMPANY WELL IN ADVANCE OF NEED. i x 1 1'
6. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY TRAFFIC ENGINEER OR HIS DESIGNEE FOR EXACT W v
EQUIPMENT LOCATIONS PRIOR TO FINAL PLACEMENT. I
7 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND SIDEWALK AFFECTED I a
BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.
& CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY SPRINKLER
SYSTEMS IF NECESSARY.
9. 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.
10. ALL REOUtRED CONSTRUCTION PERMITS SHALL BE OBTAIINED FROM THE CITY OF FONTANA ENOMIEERING
DIVISION PRIOR TO COMMENCEMENT OF WORK.
11. ALL TRAFFIC CONTROL, WORK ZONES AND LANE CLOSURES SHALL BE COMPLETELY DELINEATED BY
CHANNELIZATION DEVICES AND SHIELDED BY BARRIERS TO EXCLUDE VEHICLE AND/OR PEDESTRIAN TRA"IC.
ALL WORK, PROCEDURES, MATERIALS AND EQUIPMENT FOR TRAFFIC SIGNING AND STRIPING SHALL CONFORM
TO THESE PLANS, THE STANDARDS AND SPECIFICATIONS OF THE CITY OF FONTANA AND THE STANDARDS
AND SPECIFICATIONS OF THE STATE OF CALIFORNIA.
12. EXISTING SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTILL NEW SIGNAL AND LIGHTING IS Co
OPERATIONAL PER SPECIFICATIONS. CONSTRUCT 3' TR
TO FINISHED SURFACI
AC DIKE DOES NOT
0.25' A.C. OVER 12w 95X COMPA
04
FUTURE CURB
AVENUE
EXIST R/W --
EXIST E/P
O
EXIST ---
1 1
/ 1
f /
1 ``
Iii ! 1
11
LA_ If
if
u
FUTURE RAISED MEDIAN
V
If
rr �_
4 �-
FUTURE
I f
e 7
s'
SERNCE ADDRESS:
PEDESTRIAN LANDING DETAIL
NO SCALE
NEW 2»C, NEW 2-C, 2#10
TEL SERVICE.
Q,ROF ESS/0�
E.
CO
NO. 1130 �
h,70
cc:�/r� z
* Exp. ?7W
OFCA
1
/
1
r� f
RC 1
----------- -------------------- yr,----���� North1 0 =20'
--
L
PROP C&G
PROP R/W 1
1000'f TO BCR
#15E
CONSTRUCTION NOTES
ERS EXIST TYPE 90 CONTROLLER AND »R» CABINET COMPLETE. REMOVE FOUNDATION COMPLETE.
EXISTING MASTER CONTROLLER TO BE RELOCATED (BY CITY FORCES).
D INSTALL TYPE 90 CONTROLLER ASSEMBLY, INCLUDING TYPE *Pm CABINET,
AUTOSCOPE DETECTION, AND APPURTENANT EQUIPMENT (SEE SPECIAL PROVISIONS).
CONTROLLER CABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD 134.
CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECTRONIC EQUIPMENT
REQUIRED TO PROVIDE THE DESIRED SIGNAL OPERATION AS SHOWN ON THE PLAN.
a3 FURNISH AND INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA AND
SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS (SEE SPECIAL PROVISIONS).
Q INSTALL 30 CONDUIT WITH PULLROPE AND 360 PVC SCHEDULE 80 RISER SWEEP FROM
ELECTRICAL SERVICE POINT TO SERVICE ENCLOSURE PER EDISON REQUIREMENTS.
Q5 FURNISH AND INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL OPTICAL DETECTOR (OPTICOM MODEL
M711 OR EQUAL) PER CITY OF FONTANA STANDARD DETAIL NUMBER 13&
E INSTALL IMAGE SENSOR UNIT PER CITY OF FONTANA STANDARD DETAIL NUMBER 133, AND AS
DIRECTED BY THE ENGINEER.
7 RS EXIST POLE AND ALL SIGNAL EQUIPMENT COMPLETE. REMOVE FOUNDATION COMPLETE.
8 INSTALL 20C TO TELEPHONE SERVICE POINT. (SERVICE LOCATION T.B.D.)
9 FISH i INSTALL R73-3 SIGN ON MASTARM, PER CALTRANS STD PLAN ES -6T, DETAIL »U'. (QUANTITY - 4}.
10 REMOVE EXIST TYPE »E» SERVICE ON EXIST POWER POLE.
11 INSTALL 114»C, 12PR. #22 SIGNAL INTERCONNECT CABLE. IC PULLBOXES SHALL BE INSTALLED EVERY 200' OR LESS.
El INSTALL 140C AS SHOIMri.
13 SAWCUT AND REMOVE EXISTING CURB AND GUTTER AND ONE FOOT OF PAVEMENT. CONSTRUCT NEW (11=27') CURB RUM
AND ACCESS RAMP. CONSTRUCT NEW A.C. PAVEMENT MATCHING EXISTING SECTION (12» FULL DEPTH AC, APPROX).
14 CONSTRUCT AC PEDESTRIAN LANDING PER DETAIL ON THIS SHEET AND AS DIRECTED BY THE ENGINEER.
15 INSTALL #6E PULLBOX. TERMINATE INTERCONNECT CABLE IN PULLBOX. COIL APPROX. 600' I/C CABLE FOR FUTURE
INSTALLATION TO MANGO AVE,- PER CITY STD 143 AND AS DIRECTED BY THE ENGINEER.
16 SEE TRAFFIC SIGNAL INTERCONNECT PLAN, CITY DWG 2585, SHT 4 OF 4 FOR CONTINUATION TO JUNIPER AVENUE.
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