HomeMy WebLinkAbout1627-29
0
30" Or STORM DRAIN
SCALE: 1"020° CATCH BASIN PER
DATE: JULY 15,1988 POWER POLE STORM DRAIN PLANS
(TO BE REMOVED DWG. # 14490 R34 SIGN
BY OTHERS) "NO U TURN"
104' D
'- —2-C, 3DLC+(2DLC)
�------------------------------------RW PROPOSED —
=P8#5PB#5 1 1 2"C, 2DLC+ 1 DLC PB#5
� — —
I ( FUTURE CURB AND GUTTER 04PPB 06 �..
04P
3A 03A 0313036 — —
EXISTING EDGE OF PAVEMENT PROPOSED
#2 #2 #3 #3
0 (TO REMAIN) "� A.C. BERM -E
o NDON (06 FUTURE)
--�-4) 6" GASEDISON. . .
-7�7--- —7-77---7/7--77---R34SIGW7 — -- -----ir-----�--— --,r/r----- 7
1 .0- 3 "NO U TURN" 06 (01 FUTURE )
128^ ( ) 129 — #4 130
120' 70' 30' Q'
02 10" GAS . . . . . 02 02
--42"9STORM DRAIN---------�
o
l N
12" WATER 02 # . . 2
4P
�Z 04 0
PB#5 1-C, 1 DLC PB#5 —
EXISTING 2" CONDUIT (EDISON) 1 1/2"C, 2DLC
LEGEND
-INDICATES 12' x 6' LOOP DETECTOR
O-INDICATES 6' x 6' LOOP DETECTOR
ALL SIGNAL HEADS TO BE #1, UNLESS
OTHERWISE INDICATED ON PLANS.
Q -12"
# 1 0 -12" STANDARD 12" LENS
Uo -12"
Q -12"
#2 O -12" LEFT TURN
Q -12"
Q -12"
#3 0-121, RIGHT TURN
U(q -12"
Q -12"
#4 Q -12" STANDARD 12" LENS
G -12" WITH LEFT TURN
F- -12"
SPECIAL NOTES
1.
SEE SHEET 1 FOR
GENERAL NOTES, DETAILS, AND
VEH SIG MTG
LEGEND.
PEDESTRIAN
PUSH BUTTON
2.
SEE SHEET 3 FOR
STRIPING, CHANNELIZATION,
LUMINAIRE
AND SIGNING.
TYPE
3.
THE CONTRACTOR
SHALL "JACK" ALL CONDUIT
"A"
UNDER ALL THE
ROADWAY UNLESS ANOTHER
METHOD IS APPROVED BY THE CITY ENGINEER.
4.
METAL BACKPLATES TO BE PROVIDED ON ALL
ARROW
SIGNAL HEADS.
5.
THE CONTRACTOR
SHALL SANDBLAST EXISTING
STRIPING.
6.
THE CONTRACTOR
SHALL INSTALL ALL LOOP
DETECTORS PER
CALTRANS STANDARDS.
7.
STRIPING AND CHANNELIZATION SHALL BE PER-
24-4-80
FORMED BY THE
CONTRACTOR.
POLE SCHEDULE /�
0313.
S
N
r
3' =
(TYP)
03A 03B'
40.0-
I "
z
0
G
o
w ICD
�
Q
R
� R
r' N
28.0--
32.0—
EXISTING
06 30' 06
131^-
02 R34 SIGN
�"NO U TURN" // /
EDGE Of PAVEMENT02 02P
STATION 132+92 END EXISTING
CURB AND GUTTER
BEGIN 3:1 TAPER OF EDGE OF
PAVEMENT TO STATION 133+67
1"C, 1 DLC — — — — PB#5
RAW — — — — — — — — —
70' 06
31---/ 132--
. . . . (TYP)
71 TC 89.81 \
02 PPB FL 89.14 EXISTING TREES (TYP)
7/rF
PB#5
— -- R\W
O
FUTURE CURB RETURN (35' R)
TC 89.43
FL 88.76
I
J I2 I
N
U I
R
N
3
m
of
A I
EDGE OF PAVEMENT
m
L
I B
E
R
R
Y
I A
V
E
N
U
E
I
I
STATION 141+16 BEGIN TAPER OF
PROPOSED EDGE OF PAVEMENT
END TAPER STA11ON 139+85
JOIN EXISTING EDGE OF PAVEMENT
oy 111114 111) 1 Do mum w
C
AOBLZ
STANDARD
PLACEMENT
DIMENSIONS
VEH SIG MTG
PED
SIGNAL
PEDESTRIAN
PUSH BUTTON
H.P.S.
SPECIAL
N0.
LUMINAIRE
REQUIREMENTS
TYPE
SIG.
LUM.
HEIGHT
"A"
"B"
MASTPOLE
0
MTG
RJ
ARROW
M.A.
M.A.
JAI 4 PED. SIG. (2) (2) (4)
j� 2 PPB (1) (2) (1)
�l 4 PPB (1) 2 2
POLE MOUNTED
A
24-4-80
35
15
30
2.5
2.5
MAS
SV- i -T
?
SP -1
2
�--
-�W
I.S.N.S.
(SLOVER AVE)
OB
1-A
-
-
10
2.5
2.5
-
TV 2-T
2
4
SP -2-T
2
4
GFCI GROUND
-
-
OC
24-4-80
35
15
30
8.0
2.5
MAS
SV -2 -TD
4
SP -1 -Ti
4
�
I.S.N.S.
(MULBERRY AVE)
OD
18-4-80
30
-
17
1104.0
2.5
1 MAS
SV- 1-T
-
-
-
-
-
-
0
o
•
0313.
S
N
r
3' =
(TYP)
03A 03B'
40.0-
I "
z
0
G
o
w ICD
�
Q
R
� R
r' N
28.0--
32.0—
EXISTING
06 30' 06
131^-
02 R34 SIGN
�"NO U TURN" // /
EDGE Of PAVEMENT02 02P
STATION 132+92 END EXISTING
CURB AND GUTTER
BEGIN 3:1 TAPER OF EDGE OF
PAVEMENT TO STATION 133+67
1"C, 1 DLC — — — — PB#5
RAW — — — — — — — — —
70' 06
31---/ 132--
. . . . (TYP)
71 TC 89.81 \
02 PPB FL 89.14 EXISTING TREES (TYP)
7/rF
PB#5
— -- R\W
O
FUTURE CURB RETURN (35' R)
TC 89.43
FL 88.76
I
J I2 I
N
U I
R
N
3
m
of
A I
EDGE OF PAVEMENT
m
L
I B
E
R
R
Y
I A
V
E
N
U
E
I
I
STATION 141+16 BEGIN TAPER OF
PROPOSED EDGE OF PAVEMENT
END TAPER STA11ON 139+85
JOIN EXISTING EDGE OF PAVEMENT
oy 111114 111) 1 Do mum w
C
AOBLZ
CONDUCTOR RUN
AiA23 Q Q Q
#14
!� i VEH. SIG.
(3)
(3)
(3)
,0' 2 VEH. SIG. 3
,O'SA VEH. SIG. 3 3 3 3
�l3B VEH. SIG. 3 3 3 3
!� 8 VEH. SIG. 3 3 3 3
!� 2 PED. SIG. 2) 4) (2)
JAI 4 PED. SIG. (2) (2) (4)
j� 2 PPB (1) (2) (1)
�l 4 PPB (1) 2 2
PPB CODON (1) 2 (3) 1)
SPARES 3 3 3 6 3
TOTAL #14 9 19 Z7 34 10
#10
SIGNAL COMMON
1
1
1
2
1
1
TOTAL #10 1 1 1 2 1
1
#8
a
A
LUMINAIRES
2
2
4
2
GFCI GROUND
1
SIGNAL SERVICE
2
TOTAL #8 2 2 4 2
3
Or IDETECTORS (2) (2) (2) (2)
fif 2 DETECTORS 4 4
Ar 6 DETECTORS 3 3 3 3
ftl SA DETECTORS 3 3
X SB DETECTORS 3 3
TOTAL DLC 5 1 5 9 15 6
=urr mzE]E2
3
3
2- 3
2
2
( )—FUTURE CONNECTION:Ali w1res aholl be pulled, coped In pullboxes,
and labeled (future .8)
O T pv r 74), GO TO A
7 -
10" GAS
120' 06 1 .0
133---
- 10" GAS . . . . . 14.0
12" WATER
EXISTING EDGE OF PAVEMENT
(TO REMAIN)
SIGNAL MAINTENANCE, INC.
(714) 630-5465
ELECTRICAL SERVICE
120V/240V SINGLE PHASE
SOUTHWEST CORNER OF
MULBERRY AVE. AND SLOVER
AVE. STATION 143+30
(SCE REF. STATION 25+70) AT
HANDHOLE "BBB" (H5370169)
PER SOUTHERN CALIFORNIA
EDISON PLAN:
D.W.O. 6730-2575 J.I. 8-2506
REF. NO.: UG -D-88-658
SHEET 7 OF 8 SHEETS.
FOR SERVICE NOTIFY
MR. HAL STEWART, PLANNER
SOUTHERN CALIFORNIA EDISON
300 NORTH PEPPER AVENUE
RIALTO, CALIFORNIA 92376
(714)820-5483
CONTROLLER
ECON OLI TE
ASC -8000
PHASING DIAGRAM
> 02 i —> 06
T�ADM
TT I
II
02 06 & 03B
> >
Jim
61A k 6313 � 64P
FUTURE PHASING DIAGRAM
>> as 06
02
—� � ir
s38
.03A r�031
02 & 06 06 & 01 & 03B 03A & .03B
m
no m
-> / 1% f= ->
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