HomeMy WebLinkAbout1955-1C__0NDUIT AND CONDUCTOR SCHEDULE
AWG
CONDUCTOR
NUMBER OF CONDUCTORS
RUN NUMBER
1/1\
SIGNAL MOUNTING
P,P,B.
A8\
ISNS
REMARKS
A
5\
///6
"\A
7
MAST ARM
PED
0
QUAD
29-5-80-
401 0
3
3
3
3
8
E
250W
C Ave
R73-3 SIGN
1-A(10-')
02
6
6
3
3
3
3
29-5-80
55
15
SV -1-T
2 -MAS
03
3
3
250W
Basetine Rd
R73-� :INTERIM SIGN)
&
3
3
TV -2-T
41
174
3
3
29-5-80
3
3
3
3
3
W
250W
05
3
3
1-A(101)
3
3
3
3 .4
N
96
6
6
3
3
2 -MAS
3
3
3
3
BoLsetine Rd
R73-3 SIGN
nQ I
I- At
07
6
6
3
3
3
3
3
3
3
3
#14
08
4
4
3
2
3
3
92P
2
2
2
04P
2
t
2
2
2
2
2
2
06P (FUTURE)__
4
4
2
2
2
2
2
2
ir8P
2
2
2
2
2
172PPB
I
I
I
I
94PPB
gr6PPB (FUTURE)
2
08PPB
I
3
21
1 3
1 11
3
SPARES
6
3
3
3
TOTAL
56
56
26
30
-3
30
26
21
11
PPB COMMON
-2
4
6
2
3
-2
3
1
1
3
1
1
1
ISNS
TOTAL
2
2
2
2
2
4
3
3 1
3
2
4 1
#10
SIGNAL COMMON
2
2
1 2
4
6
2
3
2
3
1 4
-
:
2
LUMINAIRES
2
2
2
4
TOTAL
3
3
3
3
4
DLC
01
2
2
2
2
2
2
2
02
3
3
3
3
03
2
5
2
94
5
5
2
05
2
2
96
07
91`8
3
3
3
L3
3
3
3
3
3
3
3 3
3
J.-
3
3
TOTAL
2
23123
1
10
5
5 1
13
7
5 1
5
1
EX, R/W
I -N-,08
EQUIPMENT SCHEDULE
LOCA-
TION
POLE
TYPE
MAST ARM LENGTH
SIGNAL MOUNTING
P,P,B.
SAFETY
LIGHTING
ISNS
REMARKS
SIGNAL
LUMINAIRE
POLE
MAST ARM
PED
0
QUAD
29-5-80-
401 0
15'
SV -1-T 7
2 -MAS.
8
E
250W
C Ave
R73-3 SIGN
1-A(10-')
TV -2-T
sp-i-q
(2
29-5-80
55
15
SV -1-T
2 -MAS
bw- 1
250W
Basetine Rd
R73-� :INTERIM SIGN)
&
(4)
1-A(10")
TV -2-T
41
W
29-5-80
25'
15"
SV -1-T
2 -MAS
SP-1-CSA41
W
250W
Cherry Ave
R73-3 SIGN
(C
129-5-80
1-A(101)
TV -2-T
rQ
_31I
2
N
55
15"
SV -1-T
2 -MAS
SP -1 -CS
2
N
.250W
BoLsetine Rd
R73-3 SIGN
nQ I
I- At
Tk/.!Df#'
Af
—f%4L%
0
r*
2"C.. I DLC MI, / I
U-) TEMPORARY) SIGNAL ARM CONNECTION TO ACCOMODATE FUTURE 55" MAST ARM
N
2-N-08 GENERAL NOTES DETECT[IR SCHEDULE
1. ALL ELECTRICAL WORK SHALL CONFORM TO STATE OF CALIFORNIA, SENSOR CHANNEL DETECTOR CONTROLLER SYSTEM
\V DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND THE INPUT INPUT
W /� STANDARD PLANS, BOTH DATED JANUARY 19881 AND, THE SPECIAL PROVISIONS,
z 1 I -N-03 03 C2
2 2-N-93 EXP. 03
2, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UNDER- 3 2-N-08 EXP. 08 (2)
CL GROUND FACILITIES AND PROVIDE PROTECTION PRIOR TO AND DURING
TRE CHIN , J C I G R BO I CO T CT U D G ND SE VICE LE T 4 3-N-08 08 —
0 (USA), 1-800-422-4133, AND ALL UTILITY COMPANIES AT LEAST 48 HOURS I i -E -0i 111 D2
0 2 2-E-01 EXP, 01
BEFORE EXCAVATING,
1 2 3 2-E-06 EXP. 06 (2)
U-)
3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS, IT SHALL BE
4 3-E-66 116
THE CONTRACTORS RESPONSIBILITY TO COORDINATE ALL PHASES OF CON- I I -S-07 97 C1
STRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED, 3 2 E!-S-ff7 EXP, 07
3 2-S-04 EXP. 04 (2)
4, POLES, PULL BOXES, DETECTORS, CABINET FOUNDATIONS, AND HANDICAPPED 4 3-S-04 94
> RAMPS SHALL BE LOCATED AS DIRECTED BY THE ENGINEER,
Co 2 DLC
5, EXACT DETECTOR LOOP LOCATIONS WILL BE APPROVED BY THE ENGINEER, 1 4-S-94 94 (3)
2
SPARE
CL cl: LOOPS SHALL BE CENTERED WITHIN LANE LINES OR LOCATED THREE 4 3 SPARE
Lj (3) FEET FROM ADJACENT LANE LINE, 4
il-N-03 Li II SPARE
>� >� 6. ALL PULL BOXES SHALL BE NO. 5 IIi.tTTtd UNLESS OTHERWISE I I -W-05 05 Di
I.LLJ _E1 W NOTED ON PLAN, PULL BOXES IN FUTURE MEDIAN AND OTHER UNIMPROVED 5 2 2-W-05 EXPe 05
AREAS TO BE PROTECTED PER APPENDIX A-8, SPECIAL PROVISIONS, 3 2-W-02 EXP. 02 (2)
4 3-W-ge 02
12-N-03 7, ALL VEHICLE HEADS SHALL BE CAST ALUMINUM WITH 12" INDICATIONSi
I -N-08
ALL BACKPLATES SHALL BE METALLIC AND LOUVERED, 1 1 A2
El 6 2 i -E-06 06 (1) B2
4- ___ — I- — _'_ 8, STRIPING BY OTHERS) R73 SIGNS BY SIGNAL CONTRACTOR, 3 I -S-04 04 (1) Al
4 02 (1) 111
CONDUIT SIZE (INCHES) 3 1 3 2 1 3 3 3 1 3 2 1 2 1 1 1 1 rxQ I -W-02
uj 'j. W_bL L I LLLr UNE AN ULL US F BE CORE -DRILLED, CO TRA T R SH LL
ere CL
t P. --f N 1
EX. CHANNEL cl- EX, CHANNEL CALL GARY GATES, PACBELL SUBWAY INSPECTOR, 714-359-2441, AT LEAST 2
TWO(2) DAYS PRIOR TO COMMENCING WORK FOR A MEETING FOR FURTHER 7 3
INSTRUCTIONS, 4
10. SP -/_ C 5 .1 @) A11,0 @ /VI IN,5TAIII640; (; IVI 7-0 ClrX ar)�W7-ANA. 8
+1 ALL RW V511101if 916N.41 --'-Acg Se7c 7_10N S A R4E L. E. P. S. 2
(FUTURE MEDIAN) PPB gasp + (1) EXTENSION TIMING (3) DELAY
END EX, F,O.C,---- (2) TYPE III DISCONNECT
196_
Poe 97 97 1 IW4 64 PPB 04P
1 51 2"CI, 2 DLC *QP I DLC
06 (FUTURE MEDIAN 2
a 5 2' --------- -
wow E X. F. 0, C.
1
Ln W
BASELINE R [],A D
--j 172�5' T 0 CROSSWALK
172.5'
-7
05
If ii soft -
17 2.5'
mat
172.5' TO CROSSVALl<
C4 J
- 92
,,I 2'Co I DLC I L_ I
El
__".I ...... 02 E X, F. 0. C.
03 PPB 04P
20
2.",DLC "Z� .1
02 08 03
EX, SIDEWALK
PHASE DIAGRAM
93 + Of 8 yi + go
-,,FUTURE
PPI
ONO
V
93 + 97 94 + 98 91 + 95 Y2 + Y6
94 + 07 132 + 95
STEADY DEMANDNSEQUENCE
PPB 92P RECORD DRAWING
@ 6 PPB pr2p
�The information on this drawing is obtained from
I
others and must be verified in the field by anyone
INSTALL TYPE 90 CONTROLLERI, WI(IST. SCE prior to use or construction. Barton-Aschman
PER SPECIAL PROVISIONS� Associates, Inc. is not responsible for underground
SERVICE POINT 4 '4 -S -V4 4 facility locations or depictions. All above ground
HOUSED IN TYPE OP" CABINET, I�TERIM :3-S-04 7UTURE)
2*Co3 2. (3- \11 # DETECTOR TO BE DISCONNECTED facilities can be readily seen and verified by the
INSTALL TYPE III -BF 6 ic)r) --UTURE) S DURING INTERIM OPERATION, parties that intend to use the same.
SERVICE CABINET, 2flic 2"C, 3 DLC----' <
I Cj
ci
,,,e- 3-07 LI: 2_ C DLC
eNOTE 9 >_
T
I 1/2*C.4 PULLROPE LLJ LLJ
Cj'
1 4
= I
R6�PORP t2/Z7ffi *44--1 r4kis.
ENGR'S. CITY'S
APPROVAL D TE -APPROVAL- DATE 1 -S -V4
INTERIM INSTALLATION
BARTON-ASCHMAN ASSOCIATES, INC,
100 PARK CENTER PLAZA, SUITE 450
SAN JOSE, CA 95113
.(408) 280-6600 5856.00.01
CITY OF FONTANA, CALIFORNIA
PUBLIC WORKS DEPARTMENT
Drawn by. Scale:
CAD TRAFFIC SIGNAL MODIFICATION 1 it = 201
Designed b)r BASELINE RD/CHERRY AVE Date:
KMH 10/30/90
Checked by. Dr. No.:
REI Approved: 4f�t A-,
mis