HomeMy WebLinkAbout4296-2(jtNtKAL NU I t,5:
1. TRAFFIC SIGNAL, SIGNING AND STRIPING, AND LIGHTING SHALL CONFORM TO
THESE PLANS, THE SPECIAL PROVISIONS, THE CITY OF FONTANA STANDARD
DETAILS, AND THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 86 (DATED MAY
2006) AND STANDARD PLANS (DATED MAY 2006) THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED SEPTEMBER 2006.
2. LOCATION OF ALL UNDERGROUND FACILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL POTHOLE
TO DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE. HAND DIG
FOUNDATINS UNTIL CLEAR OF ANY OBSTRUCTIONS. PHONE UNDERGROUND SERVICE ALERT AT
(800) 227-2600, TWO (2) WORKING DAYS BEFORE DIGGING.
3. ALL PULLBOXES SHALL BE No. 6 AND CONDUIT SHALL BE 2" RIGID METAL UNLESS OTHERWISE
SHOWN.
4. NOT USED
5. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER FOR EXACT EQUIPMENT LOCATIONS
PRIOR TO FINAL PLACEMENT. SEE DETAIL THIS SHEET.
6. ALL REQUIRED CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA
ENGINEERING DIVISION PRIOR TO COMMENCEMENT OF WORK.
7. CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS, AND SIDEWALK
AFFECTED BY THE CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.
8. CONTROLLER CABINET SHALL NOT BE SUBJECTED TO WATER FROM SPRINKLERS. MODIFY
SPRINKLER SYSTEMS IF NECESSARY.
9. THE ALIGNMENT OF INTERCONNECT DUCTS SHALL BE AS STRAIGHT AS POSSIBLE. HOWEVER,
WHEN CHANGES IN ALIGNMENT ARE NECESSARY, SWEEPS SHALL HAVE MINIMUM RADIUS OF 10
FEET.
10. ALL VEHICLE INDICATIONS SHALL BE 12" AND HAVE L.E.D. SIGNAL MODULES. ALL PEDESTRIAN
HEADS SHALL HAVE L.E.D. PEDESTRIAN MODULES PER SPECIAL PROVISIONS.
11. ANY EXISTING TRAFFIC SIGNALS AND LIGHTING SHALL REMAIN IN OPERATION UNTIL REPLACED WITH
NEW CONSTRUCTION.
12. CONTRACTOR TO FURNISH ALL EQUIPMENT, MATERIALS, AND HARDWARE TO
CONSTRUCT THE TRAFFIC SIGNAL AND LIGHTING AS SHOWN ON THE PLANS, EXCEPT AS NOTED
CITY FURNISHED OR LISTED AS CITY PROVIDED IN THE SPECIAL PROVISIONS.
13. 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.
14. WHERE TRAFFIC SIGNAL STREET CROSSING CONDUIT ARE NOT INSTALLED USING THE BORING
METHOD, TRENCH REPAIRS SHALL BE PER CITY STANDARD, AND SPECIAL PROVISIONS, SECTION E.
15. TRAFFIC SIGN SIZE SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE SHOWN ON THE
PLANS. TRAFFIC SIGN DIMENSIONS, COLOR AND LETTERING SHALL CONFORM TO THE LATEST
CALTRANS SIGN SPECIFICATIONS SHEETS. SIGN CODES SHOWN HEREON ARE TO CONFORM TO
2006 CA MUTCD CODES.
CONDUCTOR SCHEDULE �k
A.W.G. SIZE
POLE OR
RUNS
OR
CABLE SIZE
CIRCUIT
HPSV
LUMINAIRE
o -v
NO.
r
POLE
HEIGHT
o -v
05 --F-06
11
ZA
1
C
POLE (D
0
ARROW
QUAD
Q
TYPE 22 (E)
35'
1 1
1
1 1
1 1
N 12
D
SV -2-T
SP -1 -CS
8
--►w-
SOUTH
25OW
-
20
1
35'
65'
POLE O
21'
4'
3 -MAS
SV -1 -T
SP -1 -CS
6
1
1
1
Cherry Ave
U
TYPE 22 (E)
35'
-
15'
24'
4'
-
1
1
1
--►-
POLE O
25OW
-
®
61A-5-80 (E)
35'
55'
1
1
4'
3 -MAS
SV -1-T
T
4
NORTH
25OW
Baseline Ave
Q
TYPE 22 (R)
1
1
15' (R)
21'
R
POLE O
SV -2-T (R)
SP -1 -CS (R)
4
--►-
NORTH
25OW
1 1
®
61A-5-80 (E)
35'
S C
15'
23'
6'
3 -MAS
SV 1-T
SP -1 -CS
2
WEST
25OW
Cherry Ave
POLE
TYPE 22 (E)
35'
-
1 1
1 1
1 1
-
SV -2-T
SP -1 -CS
2
N
D
U
POLE O
-
® 161A-5-80
1 1
1 1
1 1
1
1
2'
4'
3 -MAS
SV -1-T
C
POLE
1 1
1 1
1 1
1 1
1 1
3 T
0
POLE@)
1 1
1 1
1 1
1 1
1 1
1 1
S
TOTAL CABLES
1z,
2 2
3 3
>`_�4X4
4 4
4 4
.3 124
110
LUMINAIRES
2
2
2
2
2
—
—
22
VIDEO COAXIAL CABLE
1
1
2
2 1
2
2
2
1 1
1
—
VIDEO POWER CABLE
1
1
2
2
2
2
2
1
1
—
OPTICOM CABLE
1 1
1
2
2
2
2
2
1
1
—
CONDUIT SIZE in.
3" 1
3"
3"
3"
3"
3%"
3%"
3"
3"
3"
�c ALL EXISTING CONDUCTORS TO BE REUSED
* ALL EXISTING CONDUIT TO REMAIN
CONSTRUCTION NOTES:
r1j EXISTING TYPE 90 CONTROLLER AND TYPE P CABINET TO REMAIN
fl EXISTING TYPE III—BF SERVICE PEDESTAL TO REMAIN
3� EXISTING R73-6 SIGN PER CALTRANS STANDARD ES -6T, DETAIL U
® EXISTING AUTOSCOPE CAMERA AND BRACKET PER CITY STANDARD
DETAIL No. 4004
5� RELOCATE EXISTING TYPE 22 POLE &EQUIPMENT PER POLE SCHEDULE AND AS
SHOWN ON PLAN. REMOVE FOUNDATION COMPLETELY, BACKFILL PER SPECIFICATIONS.
6❑ EXISTING UNIDIRECTIONAL, SINGLE CHANNEL OPTICOM DETECTOR, (MODEL 711)
7� REMOVE EXISTING #5P.6. AND FURNISH &INSTALL NEW #6 P.B.
CURB / BERM FLOW LIN
OR EDGE OF SHOULDE
BCR
SIGNAL STANDARD PLACEMENT DIMENSIONS
AND EQUIPMENT LOCATIONS
01
02
03
04
SIGNAL MOUNTING
PED PUSH
BUTTOMS
HPSV
LUMINAIRE
o -v
NO.
r
POLE
HEIGHT
o -v
05 --F-06
11
07 j
08
PHASE DIAGRAM
POLE AND EQUIPMENT SCHEDULE
POLE
SIGNAL STANDARD
PLACEMENT
DIMENSIONS
SIGNAL MOUNTING
PED PUSH
BUTTOMS
HPSV
LUMINAIRE
NON -ILLUMINATED
STREET NAME SIGN
NO.
DESCRIPTION
POLE
HEIGHT
SIGNAL
MAST ARM
LUMINAIRE
MAST ARM
"All
mB»
MAST ARM
VEHICLE
POLE
VEHICLE
POLE
PEDESTRIAN
0
ARROW
QUAD
Q
TYPE 22 (E)
35'
-
15'
20'
4
-
SV -2-T
SP -1 -CS
8
--►w-
SOUTH
25OW
-
20
161A-5-80 (E)
35'
65'
15 -
21'
4'
3 -MAS
SV -1 -T
SP -1 -CS
6
--ood*=
EAST
25OW
Cherry Ave
Q
TYPE 22 (E)
35'
-
15'
24'
4'
-
SV -2-T
SP -1 -CS
6
--►-
EAST.
25OW
-
®
61A-5-80 (E)
35'
55'
15'
21'
4'
3 -MAS
SV -1-T
SP -1 -CS
4
NORTH
25OW
Baseline Ave
Q
TYPE 22 (R)
35'
-
15' (R)
21'
4'
-
SV -2-T (R)
SP -1 -CS (R)
4
--►-
NORTH
25OW
-
®
61A-5-80 (E)
35'
65'
15'
23'
6'
3 -MAS
SV 1-T
SP -1 -CS
2
WEST
25OW
Cherry Ave
Q
TYPE 22 (E)
35'
-
15'
21'
4'
-
SV -2-T
SP -1 -CS
2
--►
WEST
25OW
-
® 161A-5-80
(E)
35'
60'
15'
2'
4'
3 -MAS
SV -1-T
SP -1 -CS
8
SOUTH
25OW
Baseline Ave
(R) RELOCATE
TOLL FREE -qqmmw- 1-800-227-2600 .
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
to
aftm gnaw .1
BASELINE
RECORD DRAWING
rheinformation on this drawing is obtained from others and
must be verified in the field by anyone prior to use or
construction. HALL& FOREMAN, INC. is not responsible for
underground facility locations or depictions. All above ground
facilities can be readily seen and verified by the parties that
intend to use same.
WDID,No. 8 360337238
REV.
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
Q
DATE:
AUGUST 2007
E -6
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DRAWING NO.:
2
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A-VEN.U-E-
EX. SCE SERVICE
POINT
EX. PACBELL VAULT
3" SCHED. 40 PVC W/SERVICE CONDUCTOR
TO SERVICE CABINET 0 CHERRY AVE
AND BAR HARBOR R.D
2"C & S.I.C. TO CONTROLLER CABINET
0 CHERRY AVE & BAR HARBOR R.D.
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.
SEAL—ENGINEER
4R�ESS/
<,
r Z
0
W No. 31681
Exp. 12/31/08
s�q CIVI1.
OF CA�_\F
YAC
` 8 EX. INTERCONNECT CONDUIT
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� Civil Engineering •Planning •Surveying -Public Works
9130 Anaheim PI. Ste. 120 • Rancho Cucamonga, CA 91730.909-919-7800 DRAWN BY.
PREPARED UNDER THE SUPERVISION OF:
DESIGNED BY.
MT
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1-5 41
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20 0 20 40 .3
scale 1 » 20' feet o
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SERVICE ADDRESS: 7412 CHERRY AVENUELO
N P`
0
CITY OF FONTANA, CALIFORNIAwo
TRAFI= IIC SIGNAL MODIFICATION PLAN N
BASELINE AVENOR / CHERRY AVENUE
S � 30V0 7 CHECKED Y: APP D BY:
AROLD ARTHUR GARCELON, P.E. R.C.E. 31681 DATE
CITY ENGINEER R.C.E. 51152 DATE:
CN
N �
SCALE: 1 to 20'
o
/ p,
Q
DATE:
AUGUST 2007
E -6
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DRAWING NO.:
2
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4296
0
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