HomeMy WebLinkAbout4317-129CONDUCTOR TABLE
II
II
II
44'
OR
II
32'
I I
I I II
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14 `1 1 1' 1 12" i
M"A
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MCIRCUIT
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LOCATION
t
A
B
01
29A-5-161
35'
50'
15'
3 -MAS
�mmmmmmmmmmm
P -1 -CS
2
W
Citrus Ave
g'
4'
F=18'
HA
B
1-A
10'
-
-..
�vaeeemevovo
-
TV -2-T
P -1 -CS
4
N
-
9'
4'
-
C
26A-4-161
35'
45'
15'
250W
2 -MAS
SV -1-T
P -1 -CS
4
N
Jurupa Ave
10'
4'
F=18'
DI
�ap'Ar
35'
-
mm
250W
mp'Ar
SV -1-T
MEE
6
E
ME
10'
4'
-
E
29A-5-161
35
55'
15'
250W
3 -MAS
SV -1-T
P -1 -CS
6
E
Citrus Ave
22'
6'
F=16'
F
1-A
10'
-
-
-
-
TV -2-T
P -1 -CS
0
000000I��0
-
22'
4'
G
26A-4-161
35'
40'
15'
250W
2 -MAS
:��oovovoaiee
P-1 -CS1
8
S
Juru a Ave
25'
4'
F=16'
H
30
1 35'
-
15'
250W
�mmmmmmmmmmm
I SV -1-T
P -1 -CS
2
1 W
-
22'
4'
-
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m6"101T/[]=00000000000
0 111
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CONDUIT SIZE 3" 3" 3" 3" 3" 3" 3" 3" 3" 3" 3"
LEGEND
f0 - UNI -DIRECTIONAL, SINGLE CHANNEL OPTICAL
DETECTOR
►� -IMAGE SENSOR UNIT.
DETAIL " A"
N
I
I
EXISTING R/W
BCR
=50'
-----------I
EXISTING R/W O
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P;
LIJ
II
II 11
II
uj
II ►�
II >
46' ! Q ;;
II
II
II
44'
II � 11
'34' i,
i
II
32'
I I
I I II
if
14 `1 1 1' 1 12" i
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I I
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12/ i 13
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II I I I I
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PED.**
PHASE
LOCATION
t
A
B
Nm
POLE SCHEDULE
LSTANDARD
GROUP A
MASTARMS
LUMINAIRE
SIGNAL MOUNTING
PED PUSH BUTTON
R.S.N.S.
PSEA p rAIL AT
REMARKS
0
C
TYPE
HT.
SIG.
LU M.
H.P.S. V.
MAST ARM
POLE
PED.**
PHASE
LOCATION
MESSAGE
A
B
01
29A-5-161
35'
50'
15'
250W
3 -MAS
SV -1-T
P -1 -CS
2
W
Citrus Ave
g'
4'
F=18'
HA
B
1-A
10'
-
-
-
-
TV -2-T
P -1 -CS
4
N
-
9'
4'
-
C
26A-4-161
35'
45'
15'
250W
2 -MAS
SV -1-T
P -1 -CS
4
N
Jurupa Ave
10'
4'
F=18'
DI
30
35'
-
15'
250W
-
SV -1-T
P -1 -CS
6
E
-
10'
4'
-
E
29A-5-161
35
55'
15'
250W
3 -MAS
SV -1-T
P -1 -CS
6
E
Citrus Ave
22'
6'
F=16'
F
1-A
10'
-
-
-
-
TV -2-T
P -1 -CS
8
S
-
22'
4'
G
26A-4-161
35'
40'
15'
250W
2 -MAS
SV -1-T
P-1 -CS1
8
S
Juru a Ave
25'
4'
F=16'
H
30
1 35'
-
15'
250W
I SV -1-T
P -1 -CS
2
1 W
-
22'
4'
-
SEE TRAFFIC SIGNAL GENERAL NOTE 13. GOA MAC,iOn.
INSTALL R.S.N.S. ON POLE SHAFT USING SPECIAL n FURNISHED MAST ARM.
�—R/W-2"C9EDESTRIAN
2#10 CONTRACTOR TO FURNISH AND INSTALL P
�G 5 2 COUNTDOWN TIMER PER SPECIAL PROVISIONS
IU
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211C, 2#69 1#8
05 02 -
---
0
e�: D
qpow
- 08
rn_ _ _ ... .... _ ....... _ - ____ _.___ _._ _. -
I POP- 08
---------- ----------------------------------------------------------------------------------------------------- 3 -
7
258 259 61
3
07
- - -- --- - _ _ - ----------- - ------------------------ ---------------- ------ - ---- - --- -- - - --- - - - -_ ..-----------
704 r- I•
rr
L, JURUPA AVENUE
co i
9
EXISTING R/W
PHASE DIAGRAM
Ac\8ress,.
GROUP A
GROUP B
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REV.
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REVISION DESCRIPTION
TRAF F I C S 1 G NAL 11'4 STALLATI 0 N P LAN
DRAWN BY:
JM
DATE
I ENGR. I
CITY
DATE
z
DESIGNED BY:
ES
DATE
12/5/2007
01
02
03
04
CHECKED BY:
APP VED BY:
ZZ
DRAWING NO.:
4 3 1 7
129
47
CITY ENGI R R.C.E. 51152 DATE:
05
06
07
08
---- -- - -- - - -- ------ - --- - - - - - - -
- --- ----- - ----- - --- -------
------
------------- - ------------- k -------------------------------------------- I -----------------
■ 262 263
.IR
LO
��; - ,��; . _.104 TO CYPRESS AVE.
TO BE REMOVED BY SCE �-• 3 I I 9
_ I -- - -- - -- -- -- - -. -- - - -- - -- - -- --- - - .._. ---AFTER-I-GNA_.TURN-- ON- - I ±2900
I I 1 - 4 - 1
__________ ---------------------------------------------------- =__________________________-______________--_____ 04P 03 _-------------- ----------------------------------------------------------------------------_------_-------__-
��- f - -- _ _ �� 06 06 01 9101 X04, , ; _------------------------------------------------------------------------------------------ -------------
----
I 01 -
------------------
TO POPLAR AVE.
--------------------------------------- g 06P
(± 2650')
-
----
-----------------_ — _ _- _�---------------- ���
- --- - - -- - ---- --- ----- - - -- - ------1--- -- --- ---- -- ---- -- — —
- - -
---— -— —
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I � I
I`• '` l I I 1
EXISTING R/W
I I 1
I
I
i
55' '
I
I
. I
PREPARED BY:
PMK ASSOCIATES, INC.
23 BENAVENTE
IRVINE, CA 92606
DIG�� � .•T
'service,
Ac\8ress,.
11275
O T (WS
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REV.
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REVISION DESCRIPTION
TRAF F I C S 1 G NAL 11'4 STALLATI 0 N P LAN
DRAWN BY:
JM
DATE
I ENGR. I
CITY
DATE
TOLL FREE -qqmmmpw- 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
\\ora—fi1srv01 \u stn pro A200093\003\pro ject_drawings\Traffic signals\200093sp11.dgn 5/14/2008
43'
�_I—� � W�w ..... 0001-
-------------- ---------------------
02P---- _ -- >> P48
A
_T----- -_-- _ ------_ -_ - -_ _ _ _ _ _ T R A E F I - C SIGNAL CONSTRUCTION N
3 --
--------------- /
II ;
if I I 1 i► B`' /' �� QI INSTALL CITY FURNISHED TYPE 90 CONTROLLER EQUIPMENT PACKAGE INCLUDING TYPE
BCR /,' "R" CABINET, SOLO PRO DETECTION AND APPURTENANT EQUIPMENT (SEE SPECIAL PROVISIONS).
CONTROLLER CABINET AND FOUNDATION TO BE INSTALLED PER CITY STANDARD DRAWING 4001.
IIIl 1 1/021 �)%
CONTRACTOR SHALL FURNISH AND INSTALL ANY ADDITIONAL ELECTRONIC EQUIPMENT REQUIRED
TO PROVIDE THE DESIRED SIGNAL OPERATION AS SHOWN ON THE PLAN.
10i i F2—] FURNISH AND INSTALL TYPE III -BF SERVICE EQUIPMENT ENCLOSURE PER CITY OF FONTANA
1
AND SOUTHERN CALIFORNIA EDISON COMPANY REQUIREMENTS (SEE SPECIAL PROVISIONS).
1',, 3 1 NSTALL C I TY FURN I SHED UN I -D I RECT I ONAL, S I NGLE CHANNEL OPT I COM DETECTOR,
U 1 I ❑
(MODEL 711 OR EQUAL) AS DIRECTED BY THE ENGINEER (SEE SPECIAL PROVISIONS).
F41 INSTALL CITY FURNISHED IMAGE SENSOR UNIT PER CITY STANDARD DRAWING 4004 AND AS
DIRECTED BY THE ENGINEER (SEE SPECIAL PROVISIONS).
II I I L I /
"' I 3 / 5❑ INSTALL 3" PVC CONDUIT WITH PULL ROPE PER SCE REQUIREMENTS. COORDINATE SERVICE
POINT WITH SCE.
AND HARDWARE PER CALTRANS DETAIL "U"
F61 INSTALL R3-4 SIGN ES -7N.
F7-] CONNECT INTERCONNECT PER TRAFFIC SIGNAL CONTROLLER MANUFACTURER'S REQUIREMENTS.
147'/ I F8_1 INSTALL 2" CONDUIT WITH ONE (1) INTERCONNECT CABLE (6PR. #22).
EXISTING R/W
II, I I I , '
[-9] FURNISH AND INSTALL ONE (1) 96 STRAND SMFO CABLE IN ORANGE HDPE CONDUIT.
"' 1 WHERE CABLE PASSES THROUGH SPLICE VAULT, COIL 50 FEET OF 96 STRAND SMFO
I IN EACH VAULT.
0
I
FI 0] FURNISH AND INSTALL 6-II/2" SCHEDULE 40 HDPE CONDUITS. THE CONDUITS SHALL BE COLORED
I 34' SCALE IN FEET CODED ORANGE, YELLOW, RED, BLACK, BLUE AND GREEN. FURNISH AND INSTALL ONE PULL ROPE
IN. ALL CONDUITS FOR FUTURE CABLE. CONDUIT SWEEPS SHALL BE INSTALLED WITH A MINIMUM
10 -FOOT RADIUS.
0 20 40 60
F11 JOINT TRENCH CONTAINS RUN #4 PER CONDUCTOR SCHEDULE AND A 2" CONDUIT FOR
SIC, 6 PR. #22.
Prepared Under The Supervision Of : CITY OF F CALIFORNIA
Q4
Q ko Ess/
! q
SHOULD CONSTRUCTION OF THE REQUIRED 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 CONDITIONS
AND STANDARDS IN EFFECT.
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OF CA0
Date: 12/5/07
TRAF F I C S 1 G NAL 11'4 STALLATI 0 N P LAN
DRAWN BY:
JM
JURUPA AVENUE
CTR VENUE
�A'� I 11=20"
DESIGNED BY:
ES
DATE
12/5/2007
CHECKED BY:
APP VED BY:
ZZ
DRAWING NO.:
4 3 1 7
129
47
CITY ENGI R R.C.E. 51152 DATE:
9:38:41 AM USER