HomeMy WebLinkAbout2277-1m
T. C:
—Or
T
POLE LOCATION DETAIL
(No Scale)
VALLEY
CONDUCTOR SCHEDULE
AWG
CIRCUIT
CONDUIT RUN
0
0
0z�
0
A0
7
xx
0
#14
01
MAST
3—MAS(N)
POLE
SV-1—T(N)
PED.
SP-1—CS(N)
3
A
B
C
6
02
3
3
3
3
O2
30
O4
50
60
O7
80
1—A-1O(N)
17-3-80(N)
1—A -10(N)
29A -5-80(N
1—A -10(N)
24A -4-80(N
1—A -10(N)
10'
30'
10'
35'
10'
35'
10'
3
03
—
250 W - (N)
—
250 W(N)
—
250 W(N)
—
B(N)
B(N)
B(N)
B(N)
B(N)
B(N)
—
6
6
8
8
2
2
—
S
S
W
W
N
N
—
—
2—MAS(N)
—
3—MAS(N)
—
2—MAS(N)
—
3
3
3
04
4
>
6.5
3
3
11 '
—
Vineyard Valle N
Ya Y C )
3
05
3
3
3
3
3
3
3
6
06
6
3'
—
3-
07
3
3
3
3
08
1 3
3
3
02P
2
2
2
2
2
04P (FUTURE)
2
2
2
4
06P
2
2
2
4
08P
2
2
2
2
2
4
02PPB
1
2
2
2
04PPB (FUTURE)
1
2
06PPB
1
2
2
08PPB
1
1
1
1
1
1
1
2
SPARES
3
3
3
3
3
3
3
6
PPB COMMON
1
1
1
1
1
1
1
2
TOTAL
13
19
25
29
10
19
22
60
#10
SIG. COMMON
1
1
1
1
1
1
1
2
LUMINAIRE
2
2
2
2
2
2
4
TOTAL
3
3
3
3
1
3
3
6
#12
AUTOSCOPE
2
2
2
2
2
2
4
AUTOSCOPE CAB.
1
1
2
2
1
1
4
*
OPTICOM CAB. (EVP)
1
1
1
1
2
CONDUIT SIZE
z
z
.�
z
.�
z
�
z
�
z•�
...
z
...
Z
='
EXISTING SIGNAL PHASE DIAGRAM
I
I
PROPOSED SIGNAL PHASE DIAGRAM
I
2
3 4
i
4
SCHEDULE
MOUNTING
o ---fl
b
.ri
6o---0
7
xx
8
L-um.1
15'(N)*
H.P.S.V.
250 W (N)
MAST
3—MAS(N)
POLE
SV-1—T(N)
I
PROPOSED SIGNAL PHASE DIAGRAM
I
R/W
INSTALL 110' OF 1 1/2" CONDUIT WITH
PULLROPE FOR FUTURE INTERCONNECT
STA. 16+50
CR=25' L7 ECR
CONSTRUCTION
10 MODIFY EXISTING CONTROLLER ASSEMBLY
AS NECESSARY TO PROVIDE THE OPERATION
SHOWN. CONTROLLER ASSEMBLY MODIFICATION
TO BE PERFORMED BY THE MANUFACTURER
AT THE CONTRACTORS EXPENSE.
Q FURNISH AND INSTALL NO. 5 PULL BOX.
�3 INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL
OPTICAL DETECTOR (OPTICOM MODEL M511 OR EQUAL).
® INSTALL CITY FURNISHED AUTOSCOPE DETECTOR CAMERA
. APPURTENENCES AS DIRECTED BY THE ENGINEER.
Q MODIFY EXISTING ELECTRICAL SERVICE EQUIPMENT ENCLOSURE
INCLUDING FURNISH AND INSTALL 15A CIRCUIT BREAKER
FOR AUTOSCOPE, TYPE 5 PEC FOR LIGHTING, AS DIRECTED
BY THE ENGINEER.
D6 CONSTRUCT 4'1 PCC SIDEWALK.
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE OF ANY UNDERGROUND UTILITY PIPES, SUBSTRUCTURES AND APPURTENANCES SHOWN
ON THESE PLANS ARE OBTAINED\ BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT THE UTILITY
LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING.
APPROVAL OF THIS PLAN BY ANY AGENCY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE
ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON EXISTENCE OF ANY UNDERGROUND
UTILITY PIPE OR SUBSTRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL SHEETS.
* = USE OPTICOM CABLE OR APPROVED EQUAL FOR EMERGENCY VEHICLE PRE—EMPTION
•i,
KAISER
DRIVEWAY
VINEYARD VALLEY
DRIVEWAY
REFERENCE:
ANACAL, STRIPING PLAN,
SHEET 5 OF 5, DATED 8/23/93
ANACAL, STREET IMPROVEMENTS
PLANS, SHEET 2 OF 4 DATED 3-18-93
CITY SIGNAL PLAN, #2194, DATED 5-17-93
REV.
POLE
2
34�
4
SCHEDULE
MOUNTING
S.N.S. PLACEMENT
5
6...--.
7
8
L-um.1
15'(N)*
H.P.S.V.
250 W (N)
MAST
3—MAS(N)
POLE
SV-1—T(N)
PED.
SP-1—CS(N)
LEGEND
vineyard Valle
� Valley
_
A
B
C
-TYPE
—
0
—
R/W
INSTALL 110' OF 1 1/2" CONDUIT WITH
PULLROPE FOR FUTURE INTERCONNECT
STA. 16+50
CR=25' L7 ECR
CONSTRUCTION
10 MODIFY EXISTING CONTROLLER ASSEMBLY
AS NECESSARY TO PROVIDE THE OPERATION
SHOWN. CONTROLLER ASSEMBLY MODIFICATION
TO BE PERFORMED BY THE MANUFACTURER
AT THE CONTRACTORS EXPENSE.
Q FURNISH AND INSTALL NO. 5 PULL BOX.
�3 INSTALL UNI -DIRECTIONAL, SINGLE CHANNEL
OPTICAL DETECTOR (OPTICOM MODEL M511 OR EQUAL).
® INSTALL CITY FURNISHED AUTOSCOPE DETECTOR CAMERA
. APPURTENENCES AS DIRECTED BY THE ENGINEER.
Q MODIFY EXISTING ELECTRICAL SERVICE EQUIPMENT ENCLOSURE
INCLUDING FURNISH AND INSTALL 15A CIRCUIT BREAKER
FOR AUTOSCOPE, TYPE 5 PEC FOR LIGHTING, AS DIRECTED
BY THE ENGINEER.
D6 CONSTRUCT 4'1 PCC SIDEWALK.
PRIVATE ENGINEERS NOTICE TO CONTRACTORS
THE EXISTENCE OF ANY UNDERGROUND UTILITY PIPES, SUBSTRUCTURES AND APPURTENANCES SHOWN
ON THESE PLANS ARE OBTAINED\ BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THIS MAP.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURE TO PROTECT THE UTILITY
LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THIS DRAWING.
APPROVAL OF THIS PLAN BY ANY AGENCY DOES NOT CONSTITUTE A REPRESENTATION AS TO THE
ACCURACY OF THE LOCATION OR THE EXISTENCE OR NON EXISTENCE OF ANY UNDERGROUND
UTILITY PIPE OR SUBSTRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THIS NOTE APPLIES TO ALL SHEETS.
* = USE OPTICOM CABLE OR APPROVED EQUAL FOR EMERGENCY VEHICLE PRE—EMPTION
•i,
KAISER
DRIVEWAY
VINEYARD VALLEY
DRIVEWAY
REFERENCE:
ANACAL, STRIPING PLAN,
SHEET 5 OF 5, DATED 8/23/93
ANACAL, STREET IMPROVEMENTS
PLANS, SHEET 2 OF 4 DATED 3-18-93
CITY SIGNAL PLAN, #2194, DATED 5-17-93
REV.
POLE
I ARMS
ILUMINAIRE
POLE
PED PUSH.
BUTTON
SCHEDULE
MOUNTING
S.N.S. PLACEMENT
NO.1
10
TYPE
29A -5-80(N
HT.
35'
SIG.
50'(N)
L-um.1
15'(N)*
H.P.S.V.
250 W (N)
MAST
3—MAS(N)
POLE
SV-1—T(N)
PED.
SP-1—CS(N)
LEGEND
vineyard Valle
� Valley
_
A
B
C
-TYPE
—
0
—
—
—
—
8 '
6•
6'
6•
O2
30
O4
50
60
O7
80
1—A-1O(N)
17-3-80(N)
1—A -10(N)
29A -5-80(N
1—A -10(N)
24A -4-80(N
1—A -10(N)
10'
30'
10'
35'
10'
35'
10'
—
208(N)
—
S0'(N)
—
35'(N)
—
—
129(N)
—
15'(N)
—
15'(N)
—
—
250 W - (N)
—
250 W(N)
—
250 W(N)
—
B(N)
B(N)
B(N)
B(N)
B(N)
B(N)
—
6
6
8
8
2
2
—
S
S
W
W
N
N
—
—
2—MAS(N)
—
3—MAS(N)
—
2—MAS(N)
—
TV-1—T(N)
SV-1—T(N)
TV-1—T(N)
SV-1—T(N)
TV-1—T(N)
SV-1—T(N)
TV-1—T(N)
—
SP-1—CSN
C
SP-1—CS(N
SP-1—CS(N
SP-1—CS(N)
—
SP -1 —CS(N)
Valley Blvd (N)
—
4
>
6.5
—
1.5'
11 '
—
Vineyard Valle N
Ya Y C )
5'
3'
—
6'
3'
—
ValleC
y Blvd N)
8'
3'
—
6
3'
—
(N) = NEW
LUMINAIRE ARM AT LOCATION Q SHALL HAVE 0'-0" VERTICAL RISE.
TRAFFIC SIGNAL CONSTRUCTION
& MAINTENANCE EASEMENT
GEN FR AI N nTF-Iq
INSTALL R61-17
T„
30
,ONLY,ONLY
�48»
REVISION DESCRIPTION
BLVD.
1. TRAFFIC SIGNAL AND HIGHWAY SAFETY LIGHTING SYSTEMS
SHALL CONFORM .TO AND BE INSTALLED PER CALTRANS
STANDARD PLANS AND STANDARD SPECIFICATIONS
DATED JULY, 1992, AS SHOWN HEREON AND IN THE SPECIAL
PROVISIONS.
2. LOCATE ALL SUBSTRUCTURES PRIOR TO CONSTRUCTION, PHONE
UNDERGROUND SERVICE ALERT AT (800) 422-4133, 2 WORKING
DAYS PRIOR TO CONSTRUCTION.
3. ALL MATERIALS AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED
BY THE CONTRACTOR EXCEPT TYPE 90 CONTROLLER ASSEMBLY.
TYPE 90 CONTROLLER AND IT'S APPURTENANCES, INCLUDING THE
TYPE "P" CABINET WILL BE FURNISHED (NOT INSTALLED)
BY THE CITY AT COST PLUS PROCESSING/HANDING FEE.
4. ALL WIRING SHALL BE MARKED (TAGGED_) WITHIN THE
CONTROLLER CABINET FOR PHASE IDENTIFICATION.
ALL SIGNAL EQUIPMENT SHALL BE WIRED IN
ACCORDANCE WITH THE PROPOSED SIGNAL PHASE DIAGRAM.
6. NEW PEDESTRIAN HEADS (6) SHALL BE TYPE A WITH INTERNATIONAL SYMBOLS,
METAL HOUSING AND GLASS LENSES.
7. ALL INTERNATIONAL SYMBOL PEDESTRIAN SIGNAL
HEADS SHALL HAVE THE PEDESTRIAN PUSHBUTTON
SIGNS FOR INTERNATIONAL SYMBOL SIGNALS.
DATE. I ENGR. I CIN I DATE
1 1/2" INTERCONNECT CONDUIT 1 SIC
TO VALLEY & HEALTH CARE PKWY.
EXISTING WALL
8. FOR ELECTRICAL SERVICE CONNECTION, CALL SOUTHERN
CALIFORNIA EDISON COMPANY MR. FRAN STUART
-AT(909) 357-6223. APPLICABLE FEES
SHALL BE PAID BY THE CONTRACTOR.
9. SEE APPROVED SIGNING AND STRIPING PLANS
FOR SIGNING, STRIPING AND PAVEMENT MARKINGS.
10. EXISTING SIGNAL AND LIGHTING SHALL REMAIN IN OPERATION AT
ALL TIMES EXCEPT FOR SHUT -DOWN PERIODS AS APPROVED BY
THE ENGINEER. TEMPORARY WIRING MAY BE REQUIRED AT THE
CONTRACTORS EXPENSE TO MAINTAIN EXISTING SIGNAL AND
LIGHTING SYSTEM DURING CONSTRUCTION.
11. ALL VEHICLE INDICATIONS SHALL BE 12" METAL, GLASS LENSES,
AND HAVE VISORS AND LOUVERED METAL BACKPLATES. ALL
NEW RED INDICATIONS SHALL BE L.E.D. PER THE SPECIAL
PROVISIONS.
12. ANY MODIFICATIONS TO THE EXISTING CONTROLLER ASSEMBLY
WHICH ARE REQUIRED FOR THE IMPROVEMENTS SHOWN ON
THIS PLAN SHALL BE PERFORMED BY. THE MANUFACTURER
OF THE CONTROLLER ASSEMBLY AT THE CONTRACTOR'S EXPENSE.
LINSCOTT, LAW & GREENSPAN, ENGINEERS
TRANSPORTATION PLANNING — TRAFFIC ENGINEERING — PARKING
01580 CORPORATE DRIVE. SUITE 122, COSTA MESA, CA 92828 (714)8414587
■ 108 SOUTH MENTOR AVENUE, SUITE 100, PASADENA, CA 91108 (818)798-2322
0 8989 RIO SAN DIEGO DRIVE, SMITE 135, SAN DIEGO, CA 92108 (819)299-3090
4jh &4 &�a a 0490 71z 219
RCE NO. DATE
CITY OF FONTANAq CALIFORNIA
ENGINEERING DIVISION
oRawri ev: SIGNAL MODIFICATION PLAN
TCH
DESIGNED BY: VALLEY BLVD.
TCH AT VINEYARD VALLEY DOPY.
CHECKED BY:
JBH
"-PM
w, 174a ;
SCALE:
1" = 20'
DATE:
07-21-94
DRAWING NO.:
2277 1 1/1