HomeMy WebLinkAboutE2023-0085 - Standard Plansw
'52+0p
s5
Ss —
W
EX. 2-5° CUST (430')
V5899 TO V4717
i-
;Leag
w
SPEED
a'
ss
LIMIT
- - - - —10
-
2 5
-WIDE EASEMENT
FOR IN FAVOR OF ES\
I
I
I
ALBERT BARROWS. I
I • 30'
w
I
-
- - - - - - -
7248
8+60
Q I
EX. 3-350
CI:
HH H899A
18 1/2"0%24° (FULL TRAFFIC)
7 IN: 3-1P 6WAY INS BAR (#8-350)
8+60
V5495899 CI:
1 4
S O
8+60 2
V5495899
"G"
115
-
H952C TO INT. PT.
24.01
EX. 1-4" (108')
(H952C TO PANEL 2205 BALBOA BLVD)
28.22
V5899 TO P0489
108' 3-1/C /2CIp 12KV
IN: 157' 4-1/C 3-350 & 1-4/0 SEC.
VD-Z
0
—21'
IN: 108' 3-1/C 1/0
EPL
EPL
JCN 1 H952C TO PL 2205 = 439'
If
V5899 TO P0489 =347' * MAX PULL =1371'
10
P0489 TO V5899 =204' • Cl:
I
MAX PULL q: =1365'
1 3" C2!
1 3"
4
'Yell
J
ss
14
TO H899B
H899A TO INT. PT. "D" IN: 59' 4-1/C 3-350 & 1-4/0 SEC.
IN: 117 3-1/C 2-350 & 1-4/0 SEC. EPL
H899A TO H8998 =59' '
(V5899 TO H899A)
N H899C TO
w
w EPL HB99B TO H899A =59' '
"D"
IN: 51' 3-
H899A TO INT. PT. = 271' ' MAX PULL =1371'
EPL
INT. PT. "D" TO H899A = 498' 8+40 _
H899C
MAX PULL = 1223' INT. PT.
MAX P
+ a 8+41
ss
^ voi 45
I
n
a
8+39
I I
SS
^
4000452E
H89
0 0 0 o
❑1 USE 45' BENDS FOR ALL
IN: 51' 3
SEC. BENDS IN THIS AREA.
EPL
T. 91T. P+90
0
E EX. 3-700 1-350 (20'1 0
=
N H89!
7+83
0 o 0 0
11+24.38 C/L ALLEY Y`�
H89!
1549466E 8+08.48 C/L ALLEY
MAX
8+2
22..
V^"
o u: 6" G
G
< PULL
T
Iv