HomeMy WebLinkAbout3008-1A� -EXISTING CONDUIT
LXX
---- --- --------------------------2'G00 - T
--- ---
C; EXIST. 41 C, SIC
----- --------- --------- --------
T101 L
CONDUCTOR SCHEDULE
CONDUCTOR
SCHEDULE
RUNS
„
�,;
A.W.G.
OR
D.L.C.
CIRCUIT
RUNS
1/1% 1 -?.1 ��A �4A �sA �d.1 1--A
#14
01 VEHICLE
3
1 3
3
1 3
3 1
3
3
02 VEHICLE 3 3 3 3 3 3
3
04 VEHICLE 3 3 3 3 3
3
05 VEHICLE 3 3 3
3-
06 VEHICLE 3 3
3
•8 VEHICLE
2
02 PEDESTRIAN 2 2 2 2 2 2
2
04 PEDESTRIAN 2 2 2 2 2
2
06 PEDESTRIAN 2
2
08 PEDESTRIAN 2 2 2 2
2
02 P.P.B. 1 2 2 2 1 2
2
04 P.P.B. 1 1 1 1 1 1
1
06 P.P.B.
1
08 P.P.B. 1 2 2
2
P.P.B. COMMON 1 1 1 1 1 1
1
SPARES 3 3 3 3 3 3
3
TOTAL # 14 13 19 22 26 30 1 32
33
#10
LUMINAIRES
416L
2
2
2
2 1
2
6
SIGNAL COMMON 1 1 1 1 1 1
1
TOTAL #10 1 3 3 3 3 3
1
D.L.C.
01 DETECTOR
10'
-
5
5
2
2
2
02 DETECTOR 6 6 6 6 6 6
6
05 DETECTOR 2 2 2 2 2 2
2
06 DETECTOR 4 4
4
08 DETECTOR 3 3 3 3
3
TOTAL D.L.C. 8 8 11 11 17 17
17
SIZE2N
3 -MAS
3N3N
SP -1-T
3M
3N3M
W
3.5
N
NCONDUIT
3.5
A� -EXISTING CONDUIT
LXX
---- --- --------------------------2'G00 - T
--- ---
C; EXIST. 41 C, SIC
----- --------- --------- --------
T101 L
CONDUCTOR SCHEDULE
A.W.G. OR
CABLE SIZE
CIRCUIT
RUNS
„
�,;
A
A
AA
5.#9m
,� 2
CONDUCTOR
FOR POLE A
1
LUMINAIRE
MAST ARM
w w "B"'
A B
1
1
FOR POLE e
1
ARROW
QUAD
1
29A-5-129
TOTALS
2
4.6m
4.6m 1.5m
2
1
3
CONDUCTOR
FOR POLE A
1
L�
1
11
1
1
FOR POLE B
1
11
1 1
1
-
TOTALS
2
6
-N►
2
1
#10
LUMINAIRES
17-2-80
30'
416L
2
2
#8
BARE GROUND
1
6
1
1
D.L.C.
04 DETECTOR
5
10'
-
5
5
D.L.C.
06 DETECTOR
1
1
1
1 1
1 1
CONDUIT SIZE
1
3:
1 r
1 1
50'
z
�
L� - NEW CONDUIT
A - EXISTING CONDUIT
LXX
R/W
5N 41 41 78 7841
i I1
1 I 1 1
11 ,
� 11
,1
11 17
TRAFFIC PHASE DIAGRAM
STEADY DEMAND SEQUENCE
06P
01
04
06P A 408P
01 and 06 a - -� 06 1 I
or
461 0 a_� 04P�
e2P 08
461 and 05 paj 02 and 06 04 and 08
0 a - o2P
EXIST. SERVICE CABINET 462 and 05
115.67 METERS
53 C. 3 DLC 53 C. 2 DLC 53 C, 1 DLC
EXIST. CONTROLLER -
LO
n 35m TO m
X -WALK
1+1 �
to
IIr r ; ; ; _ 3m 4.6m 9.1M ,; L.
FOR ADDITIONAL * O ` `r
Q PALMETTO AVENUE
B 1 1
04 LOOP DETECTORS
1 1 O _
J -� �.'r.'. A
SEE TAIL THIS SHEET ------- -_----------
vetric
k A
INEWID/Wl
10.36m
. ..
..........
9.14m
....... ..................................................................... * ....... .. ...
........................ ........ .................. �
......................... I .... I ................ .. .....
........ ........ ..
........ .. ........ . ........ .
...........
...................... ............ I ............
E
PED PUSH
BUTTONS
d171m
NON -ILLUMINATED
NAME SIGIN
5.#9m
M
HEIGHT
N
LUMINAIRE
MAST ARM
w w "B"'
A B
of
POLE
VEHICLE
416U
0
ARROW
QUAD
A
29A-5-129
10.7m
OD 'N
4.6m
4.6m 1.5m
r
SV -1-T
1 ,
4
f-
L�
1
11
Palmetto Ave
B
�
3.Om
11
1 1
4.6m 1.2m
-
TV- 1-T
SP- 1-T
6
-N►
Z.
1
'
r
17-2-80
30'
416L
1 1
E E
MAS
SV -1-T
SP -1-T
6
S
MI .:......
I
�D;
1-A
10'
-
-
E E
-
TV -2-T
to
I 1
11
1 1
1 1
1
11
1 r
1 1
50'
z
�
3 -MAS
SV- 1-T
SP -1-T
5N 41 41 78 7841
i I1
1 I 1 1
11 ,
� 11
,1
11 17
TRAFFIC PHASE DIAGRAM
STEADY DEMAND SEQUENCE
06P
01
04
06P A 408P
01 and 06 a - -� 06 1 I
or
461 0 a_� 04P�
e2P 08
461 and 05 paj 02 and 06 04 and 08
0 a - o2P
EXIST. SERVICE CABINET 462 and 05
115.67 METERS
53 C. 3 DLC 53 C. 2 DLC 53 C, 1 DLC
EXIST. CONTROLLER -
LO
n 35m TO m
X -WALK
1+1 �
to
IIr r ; ; ; _ 3m 4.6m 9.1M ,; L.
FOR ADDITIONAL * O ` `r
Q PALMETTO AVENUE
B 1 1
04 LOOP DETECTORS
1 1 O _
J -� �.'r.'. A
SEE TAIL THIS SHEET ------- -_----------
vetric
k A
INEWID/Wl
1
........
............... .......... ... .. 1
. I. I I.
. .............
............. 7
. ..
..........
PLACEMENT
DIIMENS10NS
....... ..................................................................... * ....... .. ...
........................ ........ .................. �
......................... I .... I ................ .. .....
........ ........ ..
........ .. ........ . ........ .
...........
...................... ............ I ............
E
PED PUSH
BUTTONS
HPSV
LUMINAIRETREET
NON -ILLUMINATED
NAME SIGIN
NO.
M
HEIGHT
N
-- ---=-------_- _-----_------------- --ter-' ,��
r'
----- ---------------------------------- ------------------------- '
EXIST. C&G t"
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6
LTJ
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-= -- -' ��= -- - , r - ,--------= �. •' GENE R
___ _ _ _
� .� .
ES CONSTRUCTION NOTES
A 1 1 1 1 ../ ....... ..... A
' -�-' �- c . 1
Development ruction permits shall be obtained from the City of Fontana Community ❑1 Remove and salvage existing pole and equipment. Remove
':':'..,;, ; ; r .:.:.:.:.:.:.:.:.:.:. A _ _, opment Department, Engineering Division and CALTRANS, prior to the start existin foundation and anchor bolts. Backfill existing
; ; + - -I- _ ;� % F ; of any work. Inspection coordination shall be requested at least two working foundation hole with compacted native material. g
. I 1 1 1 1 1 / da s
POLE AND EQUIPMENT SCHEDULE
POLE
SIGNAL STANDARD
PLACEMENT
DIIMENS10NS
81GNAL MOUNTMHG
PED PUSH
BUTTONS
HPSV
LUMINAIRETREET
NON -ILLUMINATED
NAME SIGIN
NO.
DESCRIPPOLE
HEIGHT
SIGNAL
MAST ARM
LUMINAIRE
MAST ARM
w w "B"'
A B
MAST ARM
VEHICLE
POLE
VEHICLE
POLE
PEDESTRIAN
0
ARROW
QUAD
A
29A-5-129
10.7m
16.8m
4.6m
4.6m 1.5m
2 -MAS
SV -1-T
SP -1-T
4
f-
E
31OW
Palmetto Ave
B
1-A
3.Om
-
-
4.6m 1.2m
-
TV- 1-T
SP- 1-T
6
-N►
S
-
-
�C;
17-2-80
30'
20'
15'
E E
MAS
SV -1-T
SP -1-T
6
S
20OW
Foothill Blvd
�D;
1-A
10'
-
-
E E
-
TV -2-T
SP -2-T
8
W
�E;
29-5-80
30'
50'
15'
E E
3 -MAS
SV- 1-T
SP -1-T
8
W
20OW
Palmetto Ave
%F ;
1-A
10'
-
-
E E
-
TV- 1-T
SP -1-T
2
-i.-
N
-
-
r;G;
19-2-80
30'
25'
15'
E E
MAS
SV- 1-T
SP -1-T
2
f-
N
20OW
Foothill Blvd
H:
v
1-A
urr�l�•��w
10'
-
-
E E
-
TV -2-T
SP -1-T
4
E
`� / nwrvnr �.� {�Gn VR t�LLVV/"►1 GU rVLC.
INDICATES EXISTING POLE.
NOTES TO POLES SCHEDULE:
1. Install new POLE A and equipment as shown on the plan.
2. Install new POLE B and equipment as shown on the plan.
3. Remove and salvage existing 8" signal heads and mountings from POLES C. D, E, F. G AND H. Install new LED
300 mm signal heads and new mountings on POLES C. D. E, F. G AND H.
DI�'A� ;F ►_T
TOLL FREE 14100-227-2100
A PUKX SERVICE BY I MOIIOtAO SERVICE ALERT
NOTE: THIS PLAN ACCURATE
FOR ELECTRICAL WORK ONLY
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
STANDARDS IN EFFECT.
1 1 1 1 y prior. 02 Replace existing R73-3 sign with a R73-2 sign.
*� I I r - I r -1 2. The Contractor shall conform to all traffic control policies, methods and 3 Salvaged p g poles and equipment shall be inspected by the
procedures described in the CALTRANS Manual of Traffic Controls, latest State Representative. The State Re resentative will determine
'' 1 1 L _ L J metric edition unless otherwise directed b the Ci Traffic Engineer. if salvaged p
Y City 9� g poles and equipment will be delivered to CALTRANS
8,17U ' and or become the ro ert of the Contractor.
2 3. All laborI, materials and equipment shall conform to the CALTRANS "Standard y P pp Y
Plans", Standard Specifications" and "Traffic Manual", latest metric editions. 4 Poles and si nal heads to be delivered to Electrical Services,
A. --A II i 1 g
' ,: 1 ,N 175 Cluster Street, San Bernardino CA 92402. Contact
j 11 I 4. Existing street lighting shall remain in operation until new signals and lighting Superintendent Richard Adams at (909) 388-7094 for details.
l are operational Per the specifications and no additional pa ment will be s I st I Ph 6 T E d
r , 1
1 1 1
1 1
11 I 1 rh
1 1 1
r _ -rf 1
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rl
� 1 1
" 8J61.
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I I II I
I L__LI I
8J6U N
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1 r 1
9:75m 9.75tn
J
0
N
U
N
W
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W
MIN
REV. REVISION DESCRIPTION I DATE JENGR.1 CITY I DATE
SCALE: 1:200 METRIC 00
GRAPHIC SCALE (METRIC) �°°
SERVICE ADDRESS:
o�
Prepared Under The Supervision Of: v4C°10
oQRpFESS/ pl LAWRENCE S. EISENHART CITY OF FOI�TANA, CALIFORNIA ��
S. £/SFyF CONSULTING ENGINEER TRAFFIC SIGNAL MODIFICATION PLAN oy
3 2070 Locust Court e>o�
W _QI tr<,�� Design By: FOOTHILL BOULEVARD s�°'e: O0
No. 13493 7 San Bernardino, California 92404 L.S.E. 1:200 METRIC
Exp. 3-31-05 * Tel: (909) 864-5406 Fax: (909) 864-5047 Drawn By: and Date:
s,civi\- ,P _ L.S.E. PALMETTO AVENUE Apr 2002 E-4
9TF Of- OAL\E Checked By: Appr e Y' ^ 2 Dr. No.: 1 ~
LAWRENCE S. EISENHA T RCE 13493 p�
Cit roffic En ineer RCE 2 6 pate 3008
made to maintain the existing electrical system. Y
one p n. °se ype loop etector and DLC as shown
51
No material or equipment shall be stored in the public right of way without
a
Abandon all existing Phase 4 loop detectors. Install new
Type E loop detectors as shown on the Install new
61
obtaining a separate permit for that purpose.
The locations of utilities shown have been determined from
plan.
DLC's for all Phase 4 loop detectors.
available
7
Replace all existing pedestrian push buttons with TYPE 8 to
information, however, it shall be the responsibility of the Contractor to
meet ADA requirements.
determine exact locations and elevation of any existing utilities, and verify all
the
8
All new conduits shall be TYPE 1.
conditions on !ob site. Hand dig foundations until clear of obstructions.
the Contractor
S
All new pull boxes shall be grouted per Section 86-2.06C of
shall contact UNDERGROUND SERVICE ALERT (800) 227-2600,
the Standard Specifications.
two working days before excavation.
10
11
All new vehicle and pedestrian signal sections shall be LED.
When
71
The Contractor shall coordinate construction with all utility companies including,
but not limited to, gas, telephone, electric, cable television, landscaping,
adding new conductors and cables to existing conductors
and cables in an existing conduit, all conductors and cables
landscaping irrigation, domestic water, reclaimed water, sewer, storm drain,
inside the conduit must be cleaned per Section 86-2.05. All
flood control and CALTRAN& All utility companies shall be given two
removed conductors and cables must be examined thoroughly
for any breakage or insulation damage. Any damaged
working days notice prior to work around their facilities.
conductors or cables must be replaced with new ones. Both
8.
All pull boxes shall be No. 6 and conduit shall be 53mm rigid metal except
good and new conductors and cables must be pulled
as shown. All signal heads shall be per the Special Provisions.
simultaneously through the conduit as a unit.
TRAFFIC SIGNAL PLAN
6
3 0 6 12 18 24
MIN
REV. REVISION DESCRIPTION I DATE JENGR.1 CITY I DATE
SCALE: 1:200 METRIC 00
GRAPHIC SCALE (METRIC) �°°
SERVICE ADDRESS:
o�
Prepared Under The Supervision Of: v4C°10
oQRpFESS/ pl LAWRENCE S. EISENHART CITY OF FOI�TANA, CALIFORNIA ��
S. £/SFyF CONSULTING ENGINEER TRAFFIC SIGNAL MODIFICATION PLAN oy
3 2070 Locust Court e>o�
W _QI tr<,�� Design By: FOOTHILL BOULEVARD s�°'e: O0
No. 13493 7 San Bernardino, California 92404 L.S.E. 1:200 METRIC
Exp. 3-31-05 * Tel: (909) 864-5406 Fax: (909) 864-5047 Drawn By: and Date:
s,civi\- ,P _ L.S.E. PALMETTO AVENUE Apr 2002 E-4
9TF Of- OAL\E Checked By: Appr e Y' ^ 2 Dr. No.: 1 ~
LAWRENCE S. EISENHA T RCE 13493 p�
Cit roffic En ineer RCE 2 6 pate 3008