W912ES-16-R-0002_CS304_HALF_AMEND0003.pdf
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GEOTEXTILE, TYPE II
SEE PROFILE FOR EL.
1:7 TO1:4)
- C 14+44 FROM
(C 13+02.43 -
SLOPE: VARIES
DRY SEED MIX
1073 FROM CONTRL LINE "C"
EXCAVATION
1V:2H CUT SLOPES
INSPECTION TRENCH
EL. VARIES SEE PROFILE
2% CROSS SLOPE
RT DAM EMBANKMENT
12" STRIPPING
EL. 915.5
FINISHED GRADE
EXISTING GROUND
CHANNEL CONTROL LINE "C"
EXISTING GROUND
184'
15'
7.5'
92'
(RANDOM FILL)
EXCAVATED MATERIAL BERM
DRY SEED MIX
IMPERVIOUS FILL
(RANDOM FILL)
EXCAVATED MATERIAL BERM
CONTROL LINE "T"
12" TOPSOIL
6" TOPSOIL
RANDOM FILL
12" TOPSOIL
EMBEDDED LEVEE SLOPE SECTION EXISTING
MATCH
GEOTEXTILE TYPE 1
9" BEDDING
24" R140 RIPRAP
20' 20'
PARKING AREA IMPERVIOUS FILL
SEE SHEETS CS308 & CS401 FOR DETAILS THIS AREA.125' (STA. C 15+59.52)
89' (STA. C 13+02.43) TO
VARIES:
2% (C 14+44 - C 15+59.52)
VARIES (C 13+02.43 - C 14+44)
SLOPE:
RT & LT
STA. C 14+98 TO STA C 15+59.52
6" CONC. SLOPE PAVING
ENDS STA. C 15+59.52
FOUNDATION SLABS 1A & 1B
/0
/1
F
M M
D
IS
C
S
X X
X .d g n
CS101
CS101
100'25'0 50'
100'25'0 50'
HORIZONTAL SCALE
VERTICAL SCALE 0 10' 20'
0 10' 20'
HORIZONTAL SCALE
VERTICAL SCALE CS304
/2
/2
F A
R G
O
N D
F M
M D
IV
E R
S
IO
N I
N L E
T S
T R
U C
T U
R E
R E
D R
IV
E R O
F T
H E N
O R
T H R
IV
E R B
A S
IN
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
F A
R G
O -M
O O
R H
E A
D F
L O
O D R
IS
K M
A N
A G
E M
E N
T
T Y
P
IC
A L S
E C
T
IO
N S
D
D
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
N A
D
N D S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
N A
V D
.9
A
O
F
A
S I
D
T S
U L L
Y
R G
F
R G
F
C R
M
2%
W E
S -1
-R -0
STA. C 15+21
STA. C 15+21
TYPICAL SECTION
TYPICAL SECTION (CONT.)
STA. C 13+02.43 TO STA. C 15+59.52
STA. C 13+02.43 TO STA. C 15+59.52
D W
G R
E V
IS
IO
N W
IT
H A
M E
N D
M E
N T N
O
J U
L Y
-1200-1150-1100-1050-1000-950-900-850-800
1V :6H
2%
2%
050100150200250300 -50 -100 -150 -200 -250 -300 -350 -400 -450 -500 -550 -600 -650 -700 -750 -800
1V :7
H
0% 0%
1V:7H
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
N
E L E
V A
T
IO
CS504
M A
T C
H L
IN
E
M A
T C
H L
IN
E
V :4
H 1 V :4
H
GENERAL NOTES:
SEE SHEET CS505 FOR SLOPE PAVING DETAILS.4.
SEE STRUCTURE SHEETS FOR FOUNDATON SLAB DETAILS.3.
SEE SHEET CS201 FOR CHANNEL PROFILE AND RT DAM EMBANKMENT PROFILE.2.
AND SHEET CS201.
PROVIDE RIPRAP AND BEDDING WITHIN LIMITS INDICATED ON SHEET CS4021.
CL
CL
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
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