HomeMy WebLinkAbout2533-2—E
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LUMINAIRE
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1
92
93
94
COMMENTS
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SIG.
95 1
No
1- 007
OeS
QUAD
VEHICLE
PED.
MESSAGE
A
B
1
17-2-80 #
30
20
15
250 W
B
2
N
MAS, SV -1— T
SP-1—CS
Baseline Ave.
10
3.5
EXISTING
2
1—A
10
—
—
—
B
4
E
TV -1—T
SP-1—CS
—
8
4
CHANGE LENSES TO LEFT TURN ARROW
3
26A-3-80**
35
40
15
250 W
B
4
E
MAS, MAS, SV -1—T
SP-1—CS
Hemlock Ave.
0
15
SALVAGE EXISTING
4
1—A
T 0
—
—
—
B
6
S
TV -1—T
SP-1—CS
—
6
7
EXISTING
5
17-2-80
30
20
15
250 W
B
6
S
MAS, SV -1—T
SP-1—CS
Baseline Ave.
N/A
N/A
SALVAGE EXISTING
5A
19-3-80
30
25
15
250 W
—
--
—
MAS, SV -1—T
SP-1—CS
Baseline Ave.
—15
5
NEW FUTURE PPB
5B
PPB Post
310
—
—
—
B
6
S
—
—
—
11
5
NEW
6
1—A
10
—
—
—
B
8
W
TV -1—T
SP-1—CS
—
N A
N A
SALVAGE EXISTING
6A
15
30
—
15
25OW
B
8
W
TV -1—T
SP-1—CS
—
17
5
CHANGE LENSES TO LEFT TURN ARROW
7
26-4-80
30
1 40
15
250 W
B
218
N,W
MAS,MAS,SV-2—T
SP-1—CS
Village Pkwy.
T 0
14
INSTALL NEW MASTARM SALVAGE EXISTING
f
mmm�m®�mm�
CONDUIT SIZExist.
condult per
City drawhg • , 2392
( ) Indicates existing per City drawing No. 2392
W
T T
•
F
M L 0 H
CONSTRXTM NOTES
PHASE DIAGRAM
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STANDARD
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LUMINAIRE
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1
92
93
94
COMMENTS
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SIG.
95 1
96
1- 007
OeS
0 Install Type 26A-3-80 pole on existing foundation. Contractor to verify
existing bolt pattern. Salvage existing pole to city yard and existing
equipment to new pole and mostorm.
® Install Type 19-3-80 pole. Salvage existing pole to city yard and existing
equipment to new pole and mostorm. Pole is to be prepared for future PPB.
03 Install Type 15 luminaire with salvaged equipment.
® Install salvaged Autoscope comera and bracket per city std. no. 133.
0 Install salvaged Opticom Model M511 optical detector per city std. no. 138.
® Change existing lenses to left turn arrows.
0 Install R73-3 sign on signal mostorm.
® Install 40 toot mostorm on existing 26-4-80 type pole. Salvage existing mostorm
to city yard and existing equipment to new mostorm.
Og Install PPB post per Caltrans Std. ES -6M.
�p Salvage existing Type 1-A pole to city yard and existing equipment to new
Type 15 luminaire.
SPECIAL NOTES
1. THE SHALL "JACK' ALL CONDUIT
UNDER ALL ROADWAYS UNLESS ANOTHER YETHN
IS ApPRO1lED BY THE CITY ENGINEER.
Z STRIPING AND CHANNEtiIATION SVAU K
KWORKD BY THE CONTRACTOR.
r
1-800-422-4133
IT'S THE LAW I CALL AT LEAST Two
DIAL BEFORE WORKMIG DAYS PAM
YOU DIGI TO EXCAVATWG
GA Fr�
UNDERGRODUND ER C ALERT
BEFORE EXCAVATM 7W CONTRACTOR 94ALL VERY M
LOCATRON OF UNDERGROUND UI LKS NY CONTACTING
wnurY UNDERGROUND SERWM ALERT AT 1-800-422-4133
1 '' = 20'
NOTE:
SEE APPROVED STREET AND STORM DRAIN
PLANS FOR OTHER OFFSITE CONSTRUCTION.
4P i r, �
�i II '
116E
II
1g• I I
14
EXIST. 2' C, 2 #10
PER CITY DRAWING NO. 2392 ii 3
• II
I I , 0 II 1
I II W
i L;1
EXIST. 2' C, 2 #6 1 #8 ii 1 N 1
PER CITY DRAWINd NO. 2392 1
I
t � 1
ii 0
II '
a
1 II i 1 U
1 I I d
1 1
I
NMI,
C.J
0
EXIST. 3' PVC CONDUIT WITH PULLROPE 1 41 35' 1
INTO SERVICE PEDESTAL
ADDRESS= 7326 VILLAGE PKWY
PER CITY DRAWING NO. 2392 1 1
1 1 1
EXIST. 1.5' PVC CONDUIT WITH PULLROPE 1 Lit,
TO TELEPHONE PEDESTAL AT SNAPDRAGON J1
ST. APPROX. 500' SOUTH OF CONTROLLER
PER CITY DRAWING NO. 2392
NOTE,
EXIST. INTERCONNECT PULLB❑X
APPROX. 250' SOUTH OF CABINET
PER CITY DRAWING NO. 2392
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I
P O L E S C H E D U L E
STANDARD
ARMS
LUMINAIRE
PED PUSH
6T.
SIGNAL MOUNTING
S.N.S.
PLACEMENT
COMMENTS
C
TYPE
HT.
SIG.
LUM.
H.P.S.V.
TYPE
PHASE
QUAD
VEHICLE
PED.
MESSAGE
A
B
1
17-2-80 #
30
20
15
250 W
B
2
N
MAS, SV -1— T
SP-1—CS
Baseline Ave.
10
3.5
EXISTING
2
1—A
10
—
—
—
B
4
E
TV -1—T
SP-1—CS
—
8
4
CHANGE LENSES TO LEFT TURN ARROW
3
26A-3-80**
35
40
15
250 W
B
4
E
MAS, MAS, SV -1—T
SP-1—CS
Hemlock Ave.
0
15
SALVAGE EXISTING
4
1—A
T 0
—
—
—
B
6
S
TV -1—T
SP-1—CS
—
6
7
EXISTING
5
17-2-80
30
20
15
250 W
B
6
S
MAS, SV -1—T
SP-1—CS
Baseline Ave.
N/A
N/A
SALVAGE EXISTING
5A
19-3-80
30
25
15
250 W
—
--
—
MAS, SV -1—T
SP-1—CS
Baseline Ave.
—15
5
NEW FUTURE PPB
5B
PPB Post
310
—
—
—
B
6
S
—
—
—
11
5
NEW
6
1—A
10
—
—
—
B
8
W
TV -1—T
SP-1—CS
—
N A
N A
SALVAGE EXISTING
6A
15
30
—
15
25OW
B
8
W
TV -1—T
SP-1—CS
—
17
5
CHANGE LENSES TO LEFT TURN ARROW
7
26-4-80
30
1 40
15
250 W
B
218
N,W
MAS,MAS,SV-2—T
SP-1—CS
Village Pkwy.
T 0
14
INSTALL NEW MASTARM SALVAGE EXISTING
a EXISTING POLES O AND ( HAVE FOUNDATIONS FOR TYPE 19-1-80 POLES PER CITY DRAWING NO. 2392.
as EXISTING POLE 3O IS TYPE 19A-4-80 POLE WITH A FOUNDATION FOR TYPE 26A-3-80 POLE, PER PLAN 2392.
THE EXISTING POLE IS TO BE REPLACED WITH A TYPE 26A-3-80 POLE ON THE EXISTING FOUNDATION.
1' IRON PIPE W/BRASS DISK CONTRACTOR TO VERIFY EXISTING BOLT PATTERN AND ORDER POLE TO MEET EXISTING CONDITIONS.
FINISHED SURFACE ELEVATION
AT POLE IS 1346.42 = RR SPIKE W/PUNCHMARK
PER CITY DRAWING NO. 2504.
1.5' C., 2 #14
SIGNAL NOTES
1. All work shall be done in accordance with these plans and the City of Fontana Engineering
Division Traffic Signal Design Guidelines, dated December 1996, and any revisions thereafter, and
the Standard Specifications of the State of California Department of Transportation, latest
non -gastric edition.
2. Refer to the 'Standard Plans' of the State of California Department of Transportation, latest
non -metric edition, for complete traffic signal and highway lighting installation details.
3. The Contractor shall verity the exact location of all existing underground utilities within the
improvement area prior to construction and shall be responsible for their protection and for any
damage occurring to them.
4. The Contractor shall notity all concerned utility companies at least two working days in advance
of excavation.
5. The exact location of new signal standards and appurtenances shall be approved in the field by
the City Engineer.
6. All pull boxes shall be #5 unless otherwise noted or approved by the City Engineer. Install all
pull boxes in unprotected areas per ES -8, State Standard Plans.
7. No splicing of conductors shall be ollowed.
8. All conduit shall be rigid metal and shall have a minimum 30 inches of cover in all traffic
loaded areas. There shall be 36 -inch sweeps on all conduit.
9. Conduit between pull box and signal standard shall be 2 inches for Type 1-A pole and 3 inches for
all mast arm poles.
10. The Contractor shall familiarize himself and comply with all county, state, and all local codes
and regulations and OSHA requirements governing work in close proximity to high voltage power lines.
Contractor shall notify the City Engineer immediately it the location of the signal standards as
indicated on the plan sheets or as positioned in the field brings any part of the signal standard,
signal or luminaire least arses closer than 10 toot to any power line.
11. Prior to performing any excavation, the Contractor shall call Underground Alert
1-800-422-4133 for underground utilities interference checks (2 working day minimum notice is
required).
12. Autoscope detection shall be modItled as necessary by City Traffic Engineering Division.
13. Trees are to be trimmed and/or removed as directed by the City Engineer to accommodate
Autoscope detection visibility.
FES:
El
No. 54931
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