C-18full.pdf
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361+00
362+00
363+00
364+00
365+00
265'
40'
40'
M A
T C
H L I N
E
S
H E
E T
C
B
C
C
C
A
C
B
C
C
C
A
C
FLO
W
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
S S
E l e v a t i o n
292.5
295.0
297.5
302.5
305.0
307.5
312.5
315.0
317.5
322.5
361+00
361+00
361+00 362+00 363+00 364+00 365+00
361+00 362+00 363+00 364+00 365+00
E l e v a t i o n
365+00
365+00
0.075%
STA 361+00
ELEV = 292.88
M A
R K
SHEET ID
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
US Army Corps of Engineers
U S
A
R M
Y
C
O R
P S
O
F
E
N G
I N
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S A
N
F
R A
N C
I S
D
I S
T R
I C
T
M
A R
K E
T
S
T R
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T
S
U I T
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S A
N
F
R A
N C
I S
C O
C
A
A L A
M E
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C
A L I F
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N I A
Z O
N
R R
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L
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A
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R R
O Y
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M
O C
H O
A N
D
A
L A
M
N
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A I
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C T
C:\users\l3et9ag9\documents\pwwork\spn\dms85227\ Z7-C-Sheets.dwg 25 Jul 2018 - 6:31pm
D E
S I G
N E
D
B
Y
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
V
V
I G
I L
V
V
I G
I L
P D
T
S
H
A
A N
S I
D
I S
S U
E
D
A T
E
S O
L I C
I T
A T
I O
N
N
O
C O
N T
R A
T
A P
R
W P
B
W P
C
X
X X
X
D E
S C
R I P
T I O
N D
A T
E
D R
A W
I N
G
N
O
STATUS 100%
C-18
A R
R O
Y
G U
G
O
U
S T
A
T
O
P L A
N
A
O
F I L E
20'0'
SCALE: 1" = 20'
40' 60'
LEFT AND RIGHT TOE
(AS-BUILT)
EG TOP OF BANK
(WEST)
SITE #17 REPAIR EXTENDED
TO INCLUDE SITE #6
TOP OF BANK REPAIR
TOP OF RSP REPAIR
BANK FAILURE
SITES #6 & #17
BEGIN REPAIR
STA. 361+75
TOP OF BANK REPAIR
TOP OF RSP REPAIR
AS-BUILT TOE
BOTTOM OF
RSP REPAIR
END REPAIR
STA. 364+40
PROFILE (1H:5V)
SCALE: 1" = 20'
SEWER PIPE APPROX.
AS SHOWN
20' DEEP±
PLAN
SCALE: 1" = 20'
SITE #6
A M
E N
D M
E N
T
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