HomeMy WebLinkAbout2101-141$U
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PHASE ONE
SOUTHWEST CORNER
MODIFICATION NOTES
CONDUCTOR
STANDARD
SCHEDULE
LUMINAIRE
SIGNAL MOUN71NG
om"A
1 JANUARY 1988 AND THE SPECIAL PROVISIONS.
LOCATION
TYPE
HGT
ri
LUM
VEH
M.A.
2 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES AND PROVIDE PROTECTION PRIOR
PHASE
TYPE
A
B
1-
29-5-80
30
S.C.E. VAULT TO AND DURING TRENCHING, JACKING OR BORING. CONTACT ALL UTILITY COMPANIES 48 HOURS BEFORE EXCAVATING.
15
200WHPS
SV -1-T
416L
SP -1-T
-
B
MULBERRY AVE
EXIST
EXIST
(2)
1-A
10
-
-
3 POLES, PULL BOXES, AND DETECTOR LOOPS SHALL BE LOCATED AS SHOWN. VERIFY WITH ENGINEER.
TV- 2- T
0
SP -1-T
_.j -.j
B
EXIST
REMOVE FOUNDATIONS COMPLETE AT LOCATIONS &
(3�
19-3-80
30
30
15
200WHPS
SV -1 -T
-
<
-
B
_j
<
EXIST
EXIST
01
INSTALL N�WCONDUCTORS IN RUNS 1,2,6,7,8, AND 9 FOR ALL CIRCUITS TO THE S A S.W. CORNERS, INCLUDING
PHASE 2,/)�AND 5 DETECTORS. INCLUDE ONE NEW DET. CABLE FOR DET. 8J7U T ELISE EXISTING 0
3/4"x6" Galvanized full
-
-
TV -2-T
-
SP -1 -T
2 DLC.
threaded stud (Total 4�
EXIST
LO 1 11 417L
5
26-3-80
30
35
15
200WHPS
SV -1-T
C_� X I _-'r
SP -2-T
8
B
CONDUITS TO BE REUSED SHALL BE CLEANED WITH APPROPRIATE SIZED MANDREL PRIOR TO REINSTALLING NEW
Mortar
0
6
0)
10
I -
CONDUCTORS.
Finish Grade T 1-1/2" Max.
I
_j
SP -1-T
2
B
EXIST
F71 W.C.R. BY OTHERS.
19-3-80
(R)
30
25
(N)_
15
(N)
200WHPS
(R)
SV -1-T
.(R)
MAS
(R)
SP -1-T
(N)
2
B(R)
FOOTHILL BL
(N)
ill
2#.5#
1-A
(R)
10
TV -2-T
(R)
SP -1-T
4
B (R)
2#.5#
PPB POST
-
1
1
41
/6
B
(N) = NEW (M) = MODIFY (R) REUSE
PROVIDE TENNON FOR FUTURE PHASE 4 HEAD AT 12' FROM END OF ARM.
41$U
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PHASE ONE
SOUTHWEST CORNER
MODIFICATION NOTES
Cr
(N 0 (PXE Ik-
Tr Ld N ff] KL OXT EX7 )T
3/4" Steel sleeve nut t
18" M 15 12' 12' 12 14 12' 12' 15 9 PULLBOXES ADJACENT TO POLES SHALL INCLUDE EXTENSIONS, TOTAL OFXREQUIRED.
V
4" min. length (Total 4)
j
Threaded stud and anchor bolts I IXN 2
417L F1 ol " XFD KI X5'.
shall thread into sleeve nut a
3/4"x18" Anchor bolts min. of 1-1/2" A
11 SEE STRIPING PLAN FOR STRIPING AND SIGNING DETAILS.
thread 6" with 2nuts and
2 washers each. Length
does not include 2*" or 4" 12 THE SIGNAL SHALL BE MAINTAINED IN OPERATION, EXCEPT
90*bend (Total 4).
FOR APPROVED SHUTDOWN TIMES FOR CHANGEOVER. TEMPORARY WIRING
DUAL TYPE III PEC
See ES -8A for notes other details and dimensions. r 417U SHALL BE USED IF NECESSARY.
2 1 r i I r i I r-1 L
FOUNDATION FOR TYPE 1-A STANDARD 4 1 1 1/31
A I I F_
L__j /�__j
NO SCALE rl r
A ____4 K i 8P A TYPE 111 -CF SERVICE
Ll 5\ V
Ir 8 /4�
4 110/1-
\ -.1 /2% A It C,
L__J L _J L__J 4
.11 '�\ -.11 1 L I /1\ 2 1 DLC
< <\ 4P 3"G L I TYPE 170 CONTROLLER IN TYPE 332 CABINET
\ 8 >
6
8
6
F.O.C. (FUT)
1\ 9,/ L 2"C, 2DLC
5 6
613
I
6
12"W 12"W 12"W
12"W 12"W
12 11W 12"W J Ek, E.P.
- -----------
------------------------------------------ - ------ ------------------------------ ------- -------------- ----------- -------------------
Nr -.1
EX. EDGE LINE
205' TO
L T-1 X -WALK 1L__1 _j
0
---- ---- ----------- ---- ----
3-1- co
1 61 1 1 (0 \r - - -i
AB I
R73-2-\ L L_ j J L - - J
---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
r r A
C 6+30 5+OC
N
D 0)
30' 5
AT- FOOTHILL N*,/ MULBERRY
N, E] 1 loll,
51 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
�k r jr
AB Of[[
'0
AB iL AB V-)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
K\ 21
C-4 1
EX. E. P.
T_ I I I I r A LO
2 L n 18 /16 EX EDGE LINE 2' EX. E. P.
L - - .--*. 1 8/ EX. AC BERM I
---------------- ------------------------ ----------------- = -- -------------
----;7r- 4 - — — — — — \T'7
.1 - - - - - - - - - - - - - - - - - - -
2- L -2:A -- - - - - - - - - - - - - - - - - - - - -- 0 - - - - - - - - - - - - - - -
_�6 0 A '6"W 8_7 6 W
CB
_j FUTUREED
--- ----------- ;;�
I AB
7:1 7 /1 2P
R - . - 1� / I-, k\5 1
R PPB
RR --------
1 1/2 if I I I -/ . __1 --I -- STA. 4+43.23 MULBERRY
L
2DLC
ZZ. AB AB 6 2.43' R T.
1 1/2"C, 3DLC 2
co 6/
L
RR (FU T 4) r - -4 V
#\\—FUTURE POLE
2 4 A 7
FOOTHILL BLVD FOOTHILL BLVD
*%
POLE SCHEDULE
NO.
STANDARD
MAST ARM
LUMINAIRE
SIGNAL MOUN71NG
P.P.B.
1 JANUARY 1988 AND THE SPECIAL PROVISIONS.
LOCATION
TYPE
HGT
ri
LUM
VEH
M.A.
2 THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES AND PROVIDE PROTECTION PRIOR
PHASE
TYPE
A
B
1-
29-5-80
30
S.C.E. VAULT TO AND DURING TRENCHING, JACKING OR BORING. CONTACT ALL UTILITY COMPANIES 48 HOURS BEFORE EXCAVATING.
15
200WHPS
SV -1-T
416L
SP -1-T
-
B
MULBERRY AVE
EXIST
EXIST
(2)
1-A
10
-
-
3 POLES, PULL BOXES, AND DETECTOR LOOPS SHALL BE LOCATED AS SHOWN. VERIFY WITH ENGINEER.
TV- 2- T
0
SP -1-T
_.j -.j
B
EXIST
REMOVE FOUNDATIONS COMPLETE AT LOCATIONS &
(3�
19-3-80
30
30
15
200WHPS
SV -1 -T
-
<
-
B
_j
<
EXIST
EXIST
01
INSTALL N�WCONDUCTORS IN RUNS 1,2,6,7,8, AND 9 FOR ALL CIRCUITS TO THE S A S.W. CORNERS, INCLUDING
PHASE 2,/)�AND 5 DETECTORS. INCLUDE ONE NEW DET. CABLE FOR DET. 8J7U T ELISE EXISTING 0
3/4"x6" Galvanized full
-
-
TV -2-T
-
SP -1 -T
2 DLC.
threaded stud (Total 4�
EXIST
LO 1 11 417L
5
26-3-80
30
35
15
200WHPS
SV -1-T
C_� X I _-'r
SP -2-T
8
B
CONDUITS TO BE REUSED SHALL BE CLEANED WITH APPROPRIATE SIZED MANDREL PRIOR TO REINSTALLING NEW
Mortar
0
6
0)
10
I -
CONDUCTORS.
Finish Grade T 1-1/2" Max.
I
_j
SP -1-T
2
B
EXIST
F71 W.C.R. BY OTHERS.
Cr
(N 0 (PXE Ik-
Tr Ld N ff] KL OXT EX7 )T
3/4" Steel sleeve nut t
18" M 15 12' 12' 12 14 12' 12' 15 9 PULLBOXES ADJACENT TO POLES SHALL INCLUDE EXTENSIONS, TOTAL OFXREQUIRED.
V
4" min. length (Total 4)
j
Threaded stud and anchor bolts I IXN 2
417L F1 ol " XFD KI X5'.
shall thread into sleeve nut a
3/4"x18" Anchor bolts min. of 1-1/2" A
11 SEE STRIPING PLAN FOR STRIPING AND SIGNING DETAILS.
thread 6" with 2nuts and
2 washers each. Length
does not include 2*" or 4" 12 THE SIGNAL SHALL BE MAINTAINED IN OPERATION, EXCEPT
90*bend (Total 4).
FOR APPROVED SHUTDOWN TIMES FOR CHANGEOVER. TEMPORARY WIRING
DUAL TYPE III PEC
See ES -8A for notes other details and dimensions. r 417U SHALL BE USED IF NECESSARY.
2 1 r i I r i I r-1 L
FOUNDATION FOR TYPE 1-A STANDARD 4 1 1 1/31
A I I F_
L__j /�__j
NO SCALE rl r
A ____4 K i 8P A TYPE 111 -CF SERVICE
Ll 5\ V
Ir 8 /4�
4 110/1-
\ -.1 /2% A It C,
L__J L _J L__J 4
.11 '�\ -.11 1 L I /1\ 2 1 DLC
< <\ 4P 3"G L I TYPE 170 CONTROLLER IN TYPE 332 CABINET
\ 8 >
6
8
6
F.O.C. (FUT)
1\ 9,/ L 2"C, 2DLC
5 6
613
I
6
12"W 12"W 12"W
12"W 12"W
12 11W 12"W J Ek, E.P.
- -----------
------------------------------------------ - ------ ------------------------------ ------- -------------- ----------- -------------------
Nr -.1
EX. EDGE LINE
205' TO
L T-1 X -WALK 1L__1 _j
0
---- ---- ----------- ---- ----
3-1- co
1 61 1 1 (0 \r - - -i
AB I
R73-2-\ L L_ j J L - - J
---------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
r r A
C 6+30 5+OC
N
D 0)
30' 5
AT- FOOTHILL N*,/ MULBERRY
N, E] 1 loll,
51 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
�k r jr
AB Of[[
'0
AB iL AB V-)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
K\ 21
C-4 1
EX. E. P.
T_ I I I I r A LO
2 L n 18 /16 EX EDGE LINE 2' EX. E. P.
L - - .--*. 1 8/ EX. AC BERM I
---------------- ------------------------ ----------------- = -- -------------
----;7r- 4 - — — — — — \T'7
.1 - - - - - - - - - - - - - - - - - - -
2- L -2:A -- - - - - - - - - - - - - - - - - - - - -- 0 - - - - - - - - - - - - - - -
_�6 0 A '6"W 8_7 6 W
CB
_j FUTUREED
--- ----------- ;;�
I AB
7:1 7 /1 2P
R - . - 1� / I-, k\5 1
R PPB
RR --------
1 1/2 if I I I -/ . __1 --I -- STA. 4+43.23 MULBERRY
L
2DLC
ZZ. AB AB 6 2.43' R T.
1 1/2"C, 3DLC 2
co 6/
L
RR (FU T 4) r - -4 V
#\\—FUTURE POLE
2 4 A 7
FOOTHILL BLVD FOOTHILL BLVD
*%
POLE SCHEDULE
NO.
STANDARD
MAST ARM
LUMINAIRE
SIGNAL MOUN71NG
P.P.B.
I.S.N.S.
LEGEND
LOCATION
TYPE
HGT
SIG
LUM
VEH
M.A.
PED
PHASE
TYPE
A
B
1-
29-5-80
30
50
15
200WHPS
SV -1-T
2 MAS
SP -1-T
-
B
MULBERRY AVE
EXIST
EXIST
(2)
1-A
10
-
-
TV- 2- T
-
SP -1-T
6
B
EXIST
EXIST
(3�
19-3-80
30
30
15
200WHPS
SV -1 -T
-
SP -1-T
-
B
FOOTHILL BL
EXIST
EXIST
01
1-A
10
-
-
TV -2-T
-
SP -1 -T
4
B
EXIST
EXIST
5
26-3-80
30
35
15
200WHPS
SV -1-T
2 MAS
SP -2-T
8
B
MULBERRY AVE
EXIST
EXIST
6
1-A
10
I -
-
TV -2-T
-
SP -1-T
2
B
EXIST
EXIST
19-3-80
(R)
30
25
(N)_
15
(N)
200WHPS
(R)
SV -1-T
.(R)
MAS
(R)
SP -1-T
(N)
2
B(R)
FOOTHILL BL
(N)
ill
2#.5#
1-A
(R)
10
TV -2-T
(R)
SP -1-T
4
B (R)
2#.5#
PPB POST
-
1
1
41
/6
B
(N) = NEW (M) = MODIFY (R) REUSE
PROVIDE TENNON FOR FUTURE PHASE 4 HEAD AT 12' FROM END OF ARM.
48 hours BEFORE excavation
1-800/422-4133
CALL Underground Service Alert
,Irk.
A
Ca
Uj
B.C.R.
B
STANDARD PLACEMENT
DETAIL
to
0
01
FUTURE CURB
FUTURE POLE@
J6L #6
S ST'4
TA. 4+18.14 MULBERRY
36.56' RT.
0 0
LO I r I LO
8J7U
0
-U)
C� W
CL' D /W 0
X
320.46
25' W
to
L__J
8J6U
0
LO
Lj
Lj
LLJ
M
.j
:D
:2
t
OR
06P
06
01 06P 04PA
06
q1 & 06
02— 00. 0. V 98P
%1 & 05 05 02 & 06 08
02 04 & 08
02P
02 & 05
STEADY DEMAND SEQUENCE
TRAFFIC PHASE DIAGRAM
FUTURE R
EX. R/W
12"W
410' TO X-WALKI, I
_j
7)
-------------------------
SCALE I )I = 20'
,V,olf E SS10
0 R L.
0
1857 ry
A
CIVIL
4r If
?uave 10(: Z. -
PLAN PREPARED BY
JUSTIN F. FARMER
TRANSPORTATION ENGINEERS INC.
223 E. IMPERIAL HWY., SUITE 155
FULLERTON, CALIFORNIA 92635
PHONE (714) 447-6070
FAX (714) 447-6080
SCALE 1 n = 20'
CITY OF FONTANA CALIFORNIA
DRAWN BY W.J.S.
DESIGNED BY F.B.
DRAWN BY
W.J.S.
DESIGNED BY
TRAFFIC SIGNAL MODIFICATION
FOOTHILL BL./MULBERRY AV.
SCALE
1"=20'
CHECKED BY
J.F.F.
DATE 2-26-92
'DATE
ji. 17- .92
JOB NO. F -886B
CHECKEDBY
J.F.F.
APPROVED e
MGINEER RE
DR. NO.
Z101
?uave 10(: Z. -