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N8
9
°
2
5
'
4
4
"
E
1
9
8
.
0
1
'
N00°06'50"W 269.75'
N8
9
°
2
5
'
5
5
"
E
1
9
8
.
0
1
'
N8
9
°
2
5
'
5
5
"
E
2
3
0
.
0
1
'
N00°06'50"W 319.75'
N8
9
°
2
5
'
5
5
"
E
1
5
3
.
5
1
'
N00°06'50"W 269.76'
N00°06'50"W 164.72'
1
0
2
6
1
0
2
6
1
0
2
7
1
0
2
7
1
0
2
8
1
0
2
8
1
0
2
5
1
0
2
9
(2
0
.
8
5
)
IN
V
1716.23
INV
(2
3
.
7
2
)
R
I
M
(1
5
.
7
8
)
I
N
V
STA: 50+83.98
16.23 INV 18"
(15.98) INV 24"
18
CURVE TABLE
CURVE #
C4
LENGTH
26.45'
RADIUS
23.25'
DELTA
065°10'19"
C4
N89°53'10"E
20.37'@S=0.0412 17
END OF PIPE
STA: 51+02.58
18.45 INV
EC STA: 51+02.58
17.61 INV
BC STA: 50+89.13
16.52 INV
INSTALL 18" RCP D-1350 PIPE. PIPE FITTING AND CONNECTION PER CITY
REQUIREMENT.
TIE-IN TO EXISTING RCP PER SPPWC STD. PLAN NO. 331.
17
18
1
1
1
ADDED LATERAL ON STA:50+83.981 7/31/2023 MW
DATE :
R.C.E. 69050
PREPARED UNDER THE SUPERVISION OF :
7/31/23
INCWaber Consultants
PLANNING CIVIL ENGINEERING SURVEYING
19210 S. VERMONT AVE., SUITE 115, GARDENA, CA 90248
P (424) 344-2464 F (562) 372-3282
MAHIR WABER
1
INV BASED ON FIELD SURVEY
JUNCTION STRUCTURE PER SPPWC STD. PLAN NO. 331
A B C D
15°00'00"18 "9.54 '24"
GLK 8/1/23