R562Volume4of6DrawingsCF361_CF621A.pdf
PDF 44 MB Posted
- Attached to
- Missouri River Levee R-562 Repair
- Solicitation number
- W9128F25BA001
About this file
This file contains technical drawings and levee profile specifications for the Missouri River Levee R-562 Rehabilitation Project, covering levee sections in Otoe and Nemaha Counties, Nebraska. The detailed engineering drawings span 26 sheets (CF361-CF386) and provide comprehensive cross-sectional views, elevation profiles, and repair specifications for multiple levee breach locations (Breaches A through F) between stations 272+91.27 and 673+50.
The drawings outline extensive rehabilitation strategies including filling scour holes, repairing critical levee sections, addressing crest damages, fixing riverside and landside erosion, rehabilitating relief wells, and replacing damaged drainage structures. Key technical details include specified compaction methods, topsoil placement, seeding requirements, slope protections, riprap layer specifications, and precise elevation measurements using NAVD88 datum. The project involves significant earthwork, with repair techniques varying by location and damage type, and includes specific guidance on excavation, embankment placement, and erosion control measures across different levee segments.
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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
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C O
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A
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A N
D N
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A H
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N
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R A
S K
A
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A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
272+70
MR
272+91
MR
273+00
MR
273+30
MR
273+60
MR
273+90
MR
274+20
MR
274+50
MR
274+80
MR
275+10
MR
275+40
MR
275+70
MR
276+00
MR
276+30
MR
276+60
MR
276+90
MR
277+20
MR
277+50
MR
277+80
MR
278+10
MR
278+40
MR
278+70
MR
279+00
MR
279+30
MR
279+60
MR
279+90
MR
280+20
MR
280+50
MR
280+80
MR
E L
E V
A T
IO
N
F
E E
T N
A V
D
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
280+80
MR
281+10
MR
281+40
MR
281+70
MR
282+00
MR
282+30
MR
282+60
MR
282+90
MR
283+20
MR
283+50
MR
283+80
MR
284+10
MR
284+40
MR
284+70
MR
285+00
MR
285+30
MR
285+60
MR
285+90
MR
286+20
MR
286+50
MR
286+80
MR
287+10
MR
287+40
MR
287+70
MR
288+00
MR
288+30
MR
288+60
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML+S
ML
ELEV. 916.5
CL
MR 285+00
ML
CL-ML
ML
ELEV. 917.0
CL
MR 281+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O F
CF361
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M ic h a e l
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K la id a s G
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P ro fi le s .d g n
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P D
D
S
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N
F
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D
M A
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H L
IN
E
S E
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IS
S H
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IN
E
S
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S H
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F
M A
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H L
IN
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N
F
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D
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N
F
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B
C
D
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F
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A H
A
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Z X
X X
X X
X X
X X
X
W
F
B A
288+60
MR
288+90
MR
289+20
MR
289+50
MR
289+80
MR
290+10
MR
290+40
MR
290+70
MR
291+00
MR
291+30
MR
291+60
MR
291+90
MR
292+20
MR
292+50
MR
292+80
MR
293+10
MR
293+40
MR
293+70
MR
294+00
MR
294+30
MR
294+60
MR
294+90
MR
295+20
MR
295+50
MR
295+80
MR
296+10
MR
296+40
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
M R
.0
S
T E
A M
B O
A T
T R
A C
E T
R A
IL
A
C C
E S
S R
A M
P T
O
MLS
ML
ELEV. 913.5
CL
MR 295+00
ML
ELEV. 913.3
CL
MR 290+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
296+40
MR
296+70
MR
297+00
MR
297+30
MR
297+60
MR
297+90
MR
298+20
MR
298+50
MR
298+80
MR
299+10
MR
299+40
MR
299+70
MR
300+00
MR
300+30
MR
300+60
MR
300+90
MR
301+20
MR
301+50
MR
301+80
MR
302+10
MR
302+40
MR
302+70
MR
303+00
MR
303+30
MR
303+60
MR
303+90
MR
304+20
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML
ML+CL
CL-ML
ML
ELEV. 911.3
80'L
MR 300+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O F
CF362
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
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K la id a s G
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P D
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930930
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N
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M A
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M A
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IN
E
S E
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C F
M A
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IN
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S E
E S
H E
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C F
M A
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IN
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S E
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H
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S H
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930930
930930
E L
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N
F
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N
F
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930930 E
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N
F E
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N A
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B
C
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A H
A
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Z X
X X
X X
X X
X X
X
W
F
B A
0.0000000 FT/FT -0.0010000 FT/FT
304+20
MR
304+50
MR
304+80
MR
305+10
MR
305+40
MR
305+70
MR
306+00
MR
306+30
MR
306+60
MR
306+90
MR
307+20
MR
307+50
MR
307+80
MR
308+10
MR
308+40
MR
308+70
MR
309+00
MR
309+30
MR
309+60
MR
309+90
MR
310+20
MR
310+50
MR
310+80
MR
311+10
MR
311+40
MR
311+70
MR
312+00
MR
EL. 916.50
MR 308+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML
CL-ML
CL
ML
SM
ELEV. 909.3
CL
MR 308+00
EL. 916.50
MR 310+00.00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
BERM PROFILE
RIVERSIDE TOP OF
-0.0010000 FT/FT
-0.0010000 FT/FT
312+00
MR
312+30
MR
312+60
MR
312+90
MR
313+20
MR
313+50
MR
313+80
MR
314+10
MR
314+40
MR
314+70
MR
315+00
MR
315+30
MR
315+60
MR
315+90
MR
316+20
MR
316+50
MR
316+80
MR
317+10
MR
317+40
MR
317+70
MR
318+00
MR
318+30
MR
318+60
MR
318+90
MR
319+20
MR
319+50
MR
319+80
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML/CL
CL
ML
SP-SM
ELEV. 907.0
80'L
316+00
ML/CL
CL-ML
ML
SM
ELEV. 908.1
40'R
MR 313+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
BERM PROFILE
RIVERSIDE TOP OF BERM PROFILE
RIVERSIDE TOP OF
S H
E E
T
O F
CF363
le c S to u ff e r
M ic h a e l
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M ic h a e l
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N
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M A
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IN
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S E
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H E
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C F
M A
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S E
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H E
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C F
M A
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S E
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930930
930930
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N
F
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N
F
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930930 E
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A
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Z X
X X
X X
X X
X X
X
W
F
B A
-0.0010000 FT/FT
-0.0010000 FT/FT
319+80
MR
320+10
MR
320+40
MR
320+70
MR
321+00
MR
321+30
MR
321+60
MR
321+90
MR
322+20
MR
322+50
MR
322+80
MR
323+10
MR
323+40
MR
323+70
MR
324+00
MR
324+30
MR
324+60
MR
324+90
MR
325+20
MR
325+50
MR
325+80
MR
326+10
MR
326+40
MR
326+70
MR
327+00
MR
327+30
MR
327+60
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
CL-ML
MLS
SM
ELEV. 906.0
70'L
MR 326+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
BERM PROFILE
RIVERSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
-0.0010000 FT/FT
0.0000000 FT/FT
-0.0010000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT0.0000000 FT/FT
0.0000000 FT/FT0.0000000 FT/FT
327+60
MR
327+90
MR
328+20
MR
328+50
MR
328+80
MR
329+10
MR
329+40
MR
329+70
MR
330+00
MR
330+30
MR
330+60
MR
330+90
MR
331+20
MR
331+50
MR
331+80
MR
332+10
MR
332+40
MR
332+70
MR
333+00
MR
333+30
MR
333+60
MR
333+90
MR
334+20
MR
334+50
MR
334+80
MR
335+10
MR
335+40
MR
EL. 909.00
MR 329+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
EL. 920.20
MR 329+00.00
LEVEE BREACH A
EL. 897.00
MR 340+00.00
EL. 920.20
MR 330+00.00
EL. 898.00
MR 340+00.00
PROFILE
INSPECTION TRENCH
LEVEE PROFILE
LEVEE PROFILE
(LEVEE CREST)
SURFACE
EXISTING GROUND SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
BOTTOM PROFILE
TOE TRENCH DRAIN
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
0.00000 FT/FT -0.0001976 FT/FT
PROFILE
INSPECTION TRENCH
-0.0001976 FT/FT
BOTTOM PROFILE
TOE TRENCH DRAIN
BERM PROFILE
RIVERSIDE TOP OF
S H
E E
T
O F
CF364
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M ic h a e l
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M ic h a e l
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C
F -3
S
E T
P ro fi le s .d g n
:0
:5
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S E
E T
H
IS
S H
E E
T
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S E
E T
H
IS
S H
E E
T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
NOTE: LEVEE PROFILE ELEVATION IS THE TOP OF COHESIVE.
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
-0.0010000 FT/FT
0.0000000 FT/FT
-0.0015000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT0.0000000 FT/FT
0.0000000 FT/FT0.0000000 FT/FT
EMBANKMENT
COMPACTED
FILL
UNDERWATER
SCOUR HOLE LANDWARD OF THE LEVEE
NOTE UNDERWATER FILL ELEVATION OF BREACH A
EL. 898.00
PROFILE
INSPECTION TRENCH
335+40
MR
335+70
MR
336+00
MR
336+30
MR
336+60
MR
336+90
MR
337+20
MR
337+50
MR
337+80
MR
338+10
MR
338+40
MR
338+70
MR
339+00
MR
339+30
MR
339+60
MR
339+90
MR
340+20
MR
340+50
MR
340+80
MR
341+10
MR
341+40
MR
341+70
MR
342+00
MR
342+30
MR
342+60
MR
342+90
MR
343+20
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
LEVEE BREACH A
CL-ML
SP
ELEV. 905.1
400'R
341+00
CL-ML
MLS
SM
ELEV. 906.0
50'L
MR 336+00
EL. 913.50
MR 340+00.00
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
LEVEE PROFILE
LEVEE PROFILE
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
BOTTOM PROFILE
TOE TRENCH DRAIN
BOTTOM PROFILE
TOE TRENCH DRAIN
-0.0001976 FT/FT -0.0001976 FT/FT
PROFILE
INSPECTION TRENCH
BERM PROFILE
RIVERSIDE TOP OF
-0.0015000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT0.0000000 FT/FT
EMBANKMENT
COMPACTED
EL. 905.00
SCOUR HOLE LANDWARD OF THE LEVEE
NOTE UNDERWATER FILL ELEVATION OF BREACH A
EL. 898.00
PROFILE
INSPECTION TRENCH
343+20
MR
343+50
MR
343+80
MR
344+10
MR
344+40
MR
344+70
MR
345+00
MR
345+30
MR
345+60
MR
345+90
MR
346+20
MR
346+50
MR
346+80
MR
347+10
MR
347+40
MR
347+70
MR
348+00
MR
348+30
MR
348+60
MR
348+90
MR
349+20
MR
349+50
MR
349+80
MR
350+10
MR
350+40
MR
350+70
MR
351+00
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
LEVEE BREACH A
ML
SP
ELEV. 905.8
180'L
MR 346+00
COMPACTED EMBANKMENT
EL. 912.00
MR 350+00.00
LEVEE PROFILE
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
LEVEE PROFILE
BOTTOM PROFILE
TOE TRENCH DRAIN
BOTTOM PROFILE
TOE TRENCH DRAIN
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
-0.0001976 FT/FT -0.0001976 FT/FT
PROFILE
INSPECTION TRENCH
BERM PROFILE
LANDSIDE TOP OF
S H
E E
T
O F
CF365
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:5
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT0.0000000 FT/FT
0.0000000 FT/FT0.0000000 FT/FT
FILL
UNDERWATER
EMBANKMENT
COMPACTED
EXCAVATION
EL. 905.00
SCOUR HOLE LANDWARD OF THE LEVEE
NOTE UNDERWATER FILL ELEVATION OF BREACH A
EL. 898.00
PROFILE
INSPECTION TRENCH
351+00
MR
351+30
MR
351+60
MR
351+90
MR
352+20
MR
352+50
MR
352+80
MR
353+10
MR
353+40
MR
353+70
MR
354+00
MR
354+30
MR
354+60
MR
354+90
MR
355+20
MR
355+50
MR
355+80
MR
356+10
MR
356+40
MR
356+70
MR
357+00
MR
357+30
MR
357+60
MR
357+90
MR
358+20
MR
358+50
MR
358+80
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
LEVEE BREACH A
CL-ML
ML+S
SP
ELEV. 904.5
300'R
MR 351+00
CL-ML
MLSC
SP-SM
ELEV. 905.0
225'L
MR 356+00
ELEV. 918.7
141'L
MR 351+05
BL23-1
SM
SC
SM
SC
SM
CL
SP
SM
SP
ELEV. 918.7
141'L
MR 354+12
CPT-L23-1
SM
SM
SP
SP
SP
SM
SP
SM
CL
SM
SP
SP
SM
SP
GW
SP
SP
SP
SP
SM
SP
SM
SM
CL
SP-SC
SM
SP
SP
SM
ELEV. 919.6
141'L
MR 354+91
BL23-1-B
COMPACTED EMBANKMENT
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
LEVEE PROFILELEVEE PROFILE
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
SURFACE
EXISTING GROUND SURFACE
EXISTING GROUND
BOTTOM PROFILE
TOE TRENCH DRAIN
BOTTOM PROFILE
TOE TRENCH DRAIN
-0.0001976 FT/FT -0.0001976 FT/FT
PROFILE
INSPECTION TRENCH
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT0.0000000 FT/FT
0.0000000 FT/FT0.0000000 FT/FTFILL
UNDERWATER
EMBANKMENT
COMPACTED
SCOUR HOLE LANDWARD OF THE LEVEE
NOTE UNDERWATER FILL ELEVATION OF BREACH A
EL. 898.00
PROFILE
INSPECTION TRENCH
358+80
MR
359+10
MR
359+40
MR
359+70
MR
360+00
MR
360+30
MR
360+60
MR
360+90
MR
361+20
MR
361+50
MR
361+80
MR
362+10
MR
362+40
MR
362+70
MR
363+00
MR
363+30
MR
363+60
MR
363+90
MR
364+20
MR
364+50
MR
364+80
MR
365+10
MR
365+40
MR
365+70
MR
366+00
MR
366+30
MR
366+60
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
LEVEE BREACH A
BERM PROFILE
LANDSIDE TOP OF
ML/CL
ML
MLS
SM
ELEV. 905.0
60'R
MR 360+00
CL-ML
SP
ELEV. 903.5
100'L
MR 365+00
CL
CL
CL
CL
CL
CL
SM
SP
CL
GW
SP
CL
ELEV. 918.9
94'L
MR 366+38
CPT-L23-2
SP
SM
SP
GP
SP
SP
SP
SP
SP
SP
SM
SP
ELEV. 919.4
94'L
MR 365+22
CPT-L23-01-B
BOTTOM PROFILE
TOE TRENCH DRAIN
LEVEE PROFILE LEVEE PROFILE
SURFACE
EXISTING GROUND SURFACE
EXISTING GROUND
BERM PROFILE
LANDSIDE TOP OF
BOTTOM PROFILE
TOE TRENCH DRAIN
BERM PROFILE
RIVERSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
-0.000198 FT/FT76 -0.0001976 FT/FT
PROFILE
INSPECTION TRENCH
S H
E E
T
O F
CF366
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:5
A
M
/3 /2
P D
D
S
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT0.0000000 FT/FT
0.0000000 FT/FT0.0000000 FT/FT
PROFILE
INSPECTION TRENCH
366+60
MR
366+90
MR
367+20
MR
367+50
MR
367+80
MR
368+10
MR
368+40
MR
368+70
MR
369+00
MR
369+30
MR
369+60
MR
369+90
MR
370+20
MR 370+50
MR
370+80
MR
371+10
MR
371+40
MR
371+70
MR
372+00
MR
372+30
MR
372+60
MR
372+90
MR
373+20
MR
373+50
MR
373+80
MR
374+10
MR
374+40
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
LEVEE BREACH A
ML/CL
SM
ML+S/C
ELEV. 903.0
325'R
MR 370+00
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
BOTTOM PROFILE
TOE TRENCH DRAIN
LEVEE PROFILE LEVEE PROFILE
(LEVEE CREST)
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
BERM PROFILE
LANDSIDE TOP OF
BERM PROFILE
RIVERSIDE TOP OF
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
INSPECTION TRENCH
-0.0001976 FT/FT -0.0001976 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT
0.0000000 FT/FT
374+40
MR
374+70
MR
375+00
MR
375+30
MR
380+00
MR
380+10
MR
380+40
MR
380+70
MR
381+00
MR
381+30
MR
381+60
MR
381+90
MR
382+20
MR
382+50
MR
382+80
MR
383+10
MR
383+40
MR
383+70
MR
384+00
MR
384+30
MR
84+60
MR 3
384+90
MR
385+20
MR
385+50
MR
385+80
MR
386+10
MR
386+40
MR
386+70
MR
EL. 909.00
MR 380+00.00
EL. 912.00
MR 380+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
EL. 919.11
MR 380+03.76
EL. 919.30
MR 380+00.00
LEVEE BREACH A
EL. 897.00
MR 370+00.00
ML/CL
ML
ELEV. 904.5
30'L
MR 375+00
CL-ML
ML/CL
CL-ML
ML
ELEV. 904.2
550'R
MR 380+00
ML+CL
CL-ML
SM
SP-SM
ELEV. 904.8
10'R
MR 385+00
EL. 998.00
MR 370+00.00
LEVEE PROFILE
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
BERM PROFILE
LANDSIDE TOP OF
BOTTOM PROFILE
TOE TRENCH DRAIN
BERM PROFILE
RIVERSIDE TOP OF
PROFILE
INSPECTION TRENCH
-0.0001976 FT/FT
-0.0500000 FT/FT
S H
E E
T
O F
CF367
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:0
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
386+70
MR
387+00
MR
387+30
MR
387+60
MR
387+90
MR
388+20
MR
388+50
MR
388+80
MR
389+10
MR
389+40
MR
389+70
MR
390+00
MR
390+30
MR
390+60
MR
390+90
MR
391+20
MR
391+50
MR
391+80
MR
392+10
MR
392+40
MR
392+70
MR
393+00
MR
393+30
MR
393+60
MR
393+90
MR
394+20
MR
394+50
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML+S/C
ML/CL
MLS
SM
ELEV. 903.8
450'R
MR 390+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
394+50
MR
394+80
MR
395+10
MR
395+40
MR
395+70
MR
396+00
MR
396+30
MR
396+60
MR
396+90
MR
397+20
MR
397+50
MR
397+80
MR
398+10
MR
398+40
MR
398+70
MR
399+00
MR
399+30
MR
399+60
MR
399+90
MR
400+20
MR
400+50
MR
400+80
MR
401+10
MR
401+40
MR
401+70
MR
402+00
MR
402+30
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML
ML/CL
SP
ELEV. 904.0
CL
MR 395+00
CL-ML
SMC
ML/CL
CL
ML/CL
MLS
ELEV. 906.2
380'R
MR 400+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O F
CF368
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:0
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
402+30
MR
402+60
MR
402+90
MR
403+20
MR
403+50
MR
403+80
MR
404+10
MR
404+40
MR
404+70
MR
405+00
MR
405+30
MR
405+60
MR
405+90
MR
406+20
MR
406+50
MR
406+80
MR
407+10
MR
407+40
MR
407+70
MR
408+00
MR
408+30
MR
408+60
MR
408+90
MR
409+20
MR
409+50
MR
409+80
MR
410+10
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
M R
O
A
V E
N U
E A
C C
E S
S R
A M
P
ML/CL+S
ML/CL
SP
ELEV. 904.8
380'R
MR 410+00
ML
ML/CL
CL-ML
SM
ELEV. 906.1
40'L
MR 403+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
410+10
MR
410+40
MR
410+70
MR
411+00
MR
411+30
MR
411+60
MR
411+90
MR
412+20
MR
412+50
MR
412+80
MR
413+10
MR
413+40
MR
413+70
MR
414+00
MR
414+30
MR
414+60
MR
414+90
MR
415+20
MR
415+50
MR
415+80
MR
416+10
MR
416+40
MR
416+70
MR
417+00
MR
417+30
MR
417+60
MR
417+90
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML+CL
ML
SM
ELEV. 905.5
140'L
MR 414+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O F
CF369
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:0
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
417+90
MR
418+20
MR
418+50
MR
418+80
MR
419+10
MR
419+40
MR
419+70
MR
420+00
MR
420+30
MR
420+60
MR
420+90
MR
421+20
MR
421+50
MR
421+80
MR
422+10
MR
422+40
MR
422+70
MR
423+00
MR
423+30
MR
423+60
MR
423+90
MR
424+20
MR
424+50
MR
424+80
MR
425+10
MR
425+40
MR
425+70
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML
MLS
SM
ELEV. 905.5
350'R
MR 418+00
ML
CL-ML
SM
SP
ELEV. 906.0
120'L
MR 424+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
425+70
MR
426+00
MR
426+30
MR
426+60
MR
426+90
MR
427+20
MR
427+50
MR
427+80
MR
428+10
MR
428+40
MR
428+70
MR
429+00
MR
429+30
MR
429+60
MR
429+90
MR
430+20
MR
430+50
MR
430+80
MR
431+10
MR
431+40
MR
431+70
MR
432+00
MR
432+30
MR
432+60
MR
432+90
MR
433+20
MR
433+50
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ELEV. 905.0
250'L
MR 433+00
MLS
CL-ML
SM
SP
MLS
ML+CL
MLS
ELEV. 905.0
80'R
MR 428+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF370
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:0
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
433+50
MR
433+80
MR
434+10
MR
434+40
MR
434+70
MR
435+00
MR
435+30
MR
435+60
MR
435+90
MR
436+20
MR
436+50
MR
436+80
MR
437+10
MR
437+40
MR
437+70
MR
438+00
MR
438+30
MR
438+60
MR
438+90
MR
439+20
MR
439+50
MR
439+80
MR
440+10
MR
440+40
MR
440+70
MR
441+00
MR
441+30
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML+S/C
CL-ML
SM
ELEV. 905.0
230'R
MR 438+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
441+30
MR
441+60
MR
441+90
MR
442+20
MR
442+50
MR
442+80
MR
443+10
MR
443+40
MR
443+70
MR
444+00
MR
444+30
MR
444+60
MR
444+90
MR
445+20
MR
445+50
MR
445+80
MR
446+10
MR
446+40
MR
446+70
MR
447+00
MR
447+30
MR
447+60
MR
447+90
MR
448+20
MR
448+50
MR
448+80
MR
449+10
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
CL-ML+S
SM
CL
CL-ML+S
ELEV. 906.0
275'L
MR 444+00
CL-ML+S
CL-ML
CL-ML+S
SM
ELEV. 905.5
180'R
MR 448+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF371
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:0
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
449+10
MR
449+40
MR
449+70
MR
450+00
MR
450+30
MR
450+60
MR
450+90
MR
451+20
MR
451+50
MR
451+80
MR
452+10
MR
452+40
MR
452+70
MR
453+00
MR
453+30
MR
453+60
MR
453+90
MR
454+20
MR
454+50
MR
454+80
MR
455+10
MR
455+40
MR
455+70
MR
456+00
MR
456+30
MR
456+60
MR
456+90
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
CL-ML
SP-SM
ELEV. 906.0
50'R
MR 454+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
456+90
MR
457+20
MR
457+50
MR
457+80
MR
458+10
MR
458+40
MR
458+70
MR
459+00
MR
459+30
MR
459+60
MR
459+90
MR
460+20
MR
460+50
MR
460+80
MR
461+10
MR
461+40
MR
461+70
MR
462+00
MR
462+30
MR
462+60
MR
462+90
MR
463+20
MR
463+50
MR
463+80
MR
464+10
MR
464+40
MR
464+70
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
M R
H
S T
R E
E T
T O
A
A V
E N
U E
C
C E
S S
R A
M P
ML
SM
MLS
CL-ML
SM
ELEV. 905.5
500'R
MR 458+00
MLS
CL-ML
SP
ELEV. 906.0
150'L
MR 464+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF372
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:0
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
464+70
MR
465+00
MR
465+30
MR
465+60
MR
465+90
MR
466+20
MR
466+50
MR
466+80
MR
467+10
MR
467+40
MR
467+70
MR
468+00
MR
468+30
MR
468+60
MR
468+90
MR
469+20
MR
469+50
MR
469+80
MR
470+10
MR
470+40
MR
470+70
MR
471+00
MR
471+30
MR
471+60
MR
471+90
MR
472+20
MR
472+50
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
MLS
ML+S
CL-ML
SP-SM
ELEV. 906.0
400'R
MR 469+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
472+50
MR
472+80
MR
473+10
MR
473+40
MR
473+70
MR
474+00
MR
474+30
MR
474+60
MR
474+90
MR
475+20
MR
475+50
MR
475+80
MR
476+10
MR
476+40
MR
476+70
MR
477+00
MR
477+30
MR
477+60
MR
477+90
MR
478+20
MR
478+50
MR
478+80
MR
479+10
MR
479+40
MR
479+70
MR
480+00
MR
480+30
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
MLS
SM
CL-ML
SP
ELEV. 906.0
30'L
MR 474+00
ML+S
ML
CL-ML
ML
SM
ELEV. 907.0
100'R
MR 478+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF373
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:0
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
480+30
MR
480+60
MR
480+90
MR
481+20
MR
481+50
MR
481+80
MR
482+10
MR
482+40
MR
482+70
MR
483+00
MR
483+30
MR
483+60
MR
483+90
MR
484+20
MR
484+50
MR
484+80
MR
485+10
MR
485+40
MR
485+70
MR
486+00
MR
486+30
MR
486+60
MR
486+90
MR
487+20
MR
487+50
MR
487+80
MR
488+10
MR
EL. 910.75
MR 488+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
CL-ML
CL
ML
SM
ELEV. 904.5
510'L
MR 483+00
ML
SP
ELEV. 907.0
60'L
MR 488+00
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
488+10
MR
488+40
MR
488+70
MR
489+00
MR
489+30
MR
489+60
MR
489+90
MR
490+20
MR
490+50
MR
490+80
MR
491+10
MR
491+40
MR
491+70
MR
492+00
MR
492+30
MR
492+60
MR
492+90
MR
493+20
MR
493+50
MR
493+80
MR
494+10
MR
494+40
MR
494+70
MR
495+00
MR
495+30
MR
495+60
MR
495+90
MR
M R
.0
E
L
.6
EL. 901.00
MR 492+40.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
EL. 917.00
MR 494+50.00
REPAIR
PIGGYBACK LEVEE
SM
SP-SM
ELEV. 905.6
650'L
MR 494+00
PROFILE
TOP OF BERM
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
LEVEE
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
0.0000000 FT/FT
S H
E E
T
O
F
CF374
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:0
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
NOTE: LEVEE PROFILE ELEVATION IS THE TOP OF COHESIVE MATERIAL.
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
495+90
MR
496+20
MR
496+50
MR
496+80
MR
497+10
MR
497+40
MR
97+70
MR
498+00
MR
498+30
MR
498+60
MR
498+90
MR
499+20
MR
499+50
MR
499+80
MR
500+10
MR
500+40
MR
500+70
MR
501+00
MR
501+30
MR
501+60
MR
501+90
MR
502+20
MR
502+50
MR
502+80
MR
503+10
MR
503+40
MR
503+70
MR
EL. 897.25
MR 497+40.00
E L
.7
M
R
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
EL. 917.00
MR 496+50.00
REPAIR
LEVEE
PIGGYBACK
ML
SP
ELEV. 904.5
150'L
MR 498+00
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
0.0000000 FT/FT
503+70
MR
504+00
MR
504+30
MR
504+60
MR
504+90
MR
505+20
MR
505+50
MR
505+80
MR
506+10
MR
506+40
MR
506+70
MR
507+00
MR
507+30
MR
507+60
MR
507+90
MR
508+20
MR
508+50
MR
508+80
MR
509+10
MR
509+40
MR
509+70
MR
510+00
MR
510+30
MR
510+60
MR
510+90
MR
511+20
MR
511+50
MR
E L
.2
M R
EL. 900.00
MR 507+50.00
EL. 896.00
MR 509+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML/CL
SM
ELEV. 899.5
130'L
MR 508+00
ML
CL
SM
ELEV. 915.9
CL
MR 505+00
BH562-12-01 (B-1)
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF375
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:0
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
511+50
MR
511+80
MR
512+10
MR
512+40
MR
512+70
MR
513+00
MR
513+30
MR
513+60
MR
513+90
MR
514+20
MR
514+50
MR
514+80
MR
515+10
MR
515+40
MR
515+70
MR
516+00
MR
516+30
MR
516+60
MR
516+90
MR
517+20
MR
517+50
MR
517+80
MR
518+10
MR
518+40
MR
518+70
MR
519+00
MR
519+30
MR
EL. 896.00
MR 515+60.00
EL. 894.00
MR 517+20.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ELEV. 915.3
CL
MR 513+00
CPT562-2-D
ML/CL
SP
ELEV. 900.0
120'L
MR 518+00
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
519+30
MR
519+60
MR
519+90
MR
520+20
MR
520+50
MR
520+80
MR
521+10
MR
521+40
MR
521+70
MR
522+00
MR
522+30
MR
522+60
MR
522+90
MR
523+20
MR
523+50
MR
523+80
MR
524+10
MR
524+40
MR
524+70
MR
525+00
MR
525+30
MR
525+60
MR
525+90
MR
526+20
MR
526+50
MR
526+80
MR
527+10
MR
EL. 895.00
MR 522+60.00 EL. 896.00
MR 524+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
CL-ML
SM
SP-SM
ELEV. 901.0
150'L
MR 527+00
NS
CH
SM
ELEV. 913.7
CL
MR 523+00
BH562-12-02A (B-2A)
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF376
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:0
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
527+10
MR
527+40
MR
527+70
MR
528+00
MR
528+30
MR
528+60
MR
528+90
MR
529+20
MR
529+50
MR
529+80
MR
530+10
MR
530+40
MR
530+70
MR
531+00
MR
531+30
MR
531+60
MR
531+90
MR
532+20
MR
532+50
MR
532+80
MR
533+10
MR
533+40
MR
533+70
MR
534+00
MR
534+30
MR
534+60
MR
534+90
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML/CL
SP
SP-SM
ELEV. 900.7
630'L
MR 532+00
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
534+90
MR
535+20
MR
535+50
MR
535+80
MR
536+10
MR
536+40
MR
536+70
MR
537+00
MR
537+30
MR
537+60
MR
537+90
MR
538+20
MR
538+50
MR
538+80
MR
539+10
MR
539+40
MR
539+70
MR
540+00
MR
540+30
MR
540+60
MR
540+90
MR
541+20
MR
541+50
MR
541+80
MR
542+10
MR
542+40
MR
542+70
MR
MR 541+50.00
EL. 894.50
EL. 907.00
MR 537+00.00
EL. 896.00
MR 540+50.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML
CL-ML
ML
SP
ELEV. 901.8
630'L
MR 542+00
ML
SM
SP
ELEV. 901.0
110'L
MR 538+00
SC-SM
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
TOP OF BERM PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF377
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:0
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
542+70
MR
543+00
MR
543+30
MR
543+60
MR
543+90
MR
544+20
MR
544+50
MR
544+80
MR
545+10
MR
545+40
MR
545+70
MR
546+00
MR
546+30
MR
546+60
MR
546+90
MR
547+20
MR
547+50
MR
547+80
MR
548+10
MR
548+40
MR
548+70
MR
549+00
MR
549+30
MR
549+60
MR
549+90
MR
550+20
MR
550+50
MR
EL. 894.50
MR 543+00.00
EL. 896.00
MR 544+00.00
E L
.0
M
R
EL. 896.00
MR 545+75.00
E L
.1
M
R
L
.3
M
R
.5
M
R
EL. 893.50
MR 547+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
EL. 915.26
MR 546+30.00
REPAIR
LEVEE BREACH B
ML/CL
SP-SM
SP
ELEV. 901.0
60'L
MR 547+00
s(ML/CL)
CL
SM
SP
CH
ELEV. 914.1
4'L
MR 547+78
BL23-2
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
LEVEE PROFILE
(LEVEE CREST)
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND SURFACE
EXISTING GROUND
-0.0002364 FT/FT
550+50
MR
550+80
MR
551+10
MR
551+40
MR
551+70
MR
552+00
MR
552+30
MR
552+60
MR
552+90
MR
553+20
MR
553+50
MR
553+80
MR
554+10
MR
554+40
MR
554+70
MR
555+00
MR
555+30
MR
555+60
MR
555+90
MR
556+20
MR
556+50
MR
556+80
MR
557+10
MR
557+40
MR
557+70
MR
558+00
MR
558+30
MR
EL. 895.00
MR 555+00.00
EL. 906.00
MR 557+00.00
EL. 893.50
MR 553+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
EL. 914.68
MR 552+09.18
EL. 915.13
MR 552+00.00
REPAIR
LEVEE BREACH B
ML/CL
CL-ML
ML
ELEV. 900.5
560'L
MR 553+00
(ML)s
ML
SP
ELEV. 901.0
30'L
MR 557+00
ML
SM
SP
ML
ELEV. 901.0
40'L
MR 554+00
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
LEVEE PROFILE
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
-0.0002364 FT/FT
-0.0500000 FT/FT
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF378
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:0
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
558+30
MR
558+60
MR
558+90
MR
559+20
MR
559+50
MR
559+80
MR
560+10
MR
560+40
MR
560+70
MR
561+00
MR
561+30
MR
561+60
MR
561+90
MR
562+20
MR
562+50
MR
562+80
MR
563+10
MR
563+40
MR
563+70
MR
564+00
MR
564+30
MR
564+60
MR
564+90
MR
565+20
MR
565+50
MR
565+80
MR
566+10
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
NS
CL
ML
CL
SM
SP
ELEV. 913.9
CL
BR 560+00
BH562-12-04 (B-4)
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
566+10
MR
566+40
MR
566+70
MR
567+00
MR
567+30
MR
567+60
MR
567+90
MR
568+20
MR
568+50
MR
568+80
MR
569+10
MR
569+40
MR
569+70
MR
570+00
MR
570+30
MR
570+60
MR
570+90
MR
571+20
MR
571+50
MR
571+80
MR
572+10
MR
572+40
MR
572+70
MR
573+00
MR
573+30
MR
573+60
MR
573+90
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
ML
CL-ML
SM
ML
ELEV. 901.3
450'L
MR 572+00
CL-ML
SM
ML
SP
ELEV. 901.0
CL
MR 567+00
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF379
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:1
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
573+90
MR
574+20
MR
574+50
MR
574+80
MR
577+71
MR
578+10
MR
578+40
MR
578+70
MR
579+00
MR
579+30
MR
579+60
MR
579+90
MR
580+20
MR
580+50
MR
580+80
MR
581+10
MR
581+40
MR
581+70
MR
582+00
MR
582+30
MR
582+60
MR
582+90
MR
583+20
MR
583+50
MR
583+80
MR
584+10
MR
584+40
MR
EL. 895.00
MR 581+20.00
EL. 906.00
MR 580+50.00
EL. 906.00
MR 581+00.00
EL. 898.00
MR 581+20.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
CL-ML
SM
ELEV. 901.0
CL
MR 580+00
PROFILE
TOP OF BERM PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
DITCH PROFILE
2012 LANDSIDE
DITCH PROFILE
2012 LANDSIDE
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
BOTTOM PROFILE
TOE TRENCH DRAIN
584+40
MR
584+70
MR
585+00
MR
585+30
MR
585+60
MR
585+90
MR
586+20
MR
586+50
MR
586+80
MR
587+10
MR
587+40
MR
587+70
MR
588+00
MR
588+30
MR
588+60
MR
588+90
MR
589+20
MR
589+50
MR
589+80
MR
590+10
MR
590+40
MR
590+70
MR
591+00
MR
591+30
MR
591+60
MR
591+90
MR
592+20
MR
E L
.0
M R
EL. 898.00
MR 586+50.00
EL. 898.00
MR 588+00.00
EL. 906.00
MR 588+00.00
EL. 904.49
MR 588+30.28
E L
.0
M R
.0
M R
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
SECTION LOSS REPAIR
LEVEE CRITICAL
ML/CL
CL
ML
SP
ELEV. 899.5
450'L
MR 585+00
(ML)s
SM
SM
ML/CL
ELEV. 900.0
CL
MR 590+00
PROFILE
TOP OF BERM
BOTTOM PROFILE
TOE TRENCH DRAIN
PROFILE
TOP OF BERM
DITCH PROFILE
2012 LANDSIDE
(LEVEE CREST)
SURFACE
EXISTING GROUND
(LEVEE CREST)
SURFACE
EXISTING GROUND
S H
E E
T
O
F
CF380
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:1
A
M
/3 /2
P
D
D S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
592+20
MR
592+50
MR
592+80
MR
593+10
MR
593+40
MR
593+70
MR
594+00
MR
594+30
MR
594+60
MR
594+90
MR
595+20
MR 595+50
MR
595+80
MR
596+10
MR
596+40
MR
596+70
MR
597+00
MR
597+30
MR
597+60
MR
597+90
MR
598+20
MR
598+50
MR
598+80
MR
599+10
MR
599+40
MR
599+70
MR
600+00
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
EL. 913.27
MR 598+80.00
REPAIR
SECTION LOSS
LEVEE CRITICAL
SECTION LOSS REPAIR
LEVEE CRITICAL
ML
SP
ML
SM
ELEV. 899.0
430'L
MR 595+00
PROFILE
TOP OF BERM
PROFILE
TOP OF BERM
(LEVEE CREST)
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
LEVEE PROFILE
-0.0001773 FT/FT
600+00
MR
600+30
MR
600+60
MR
600+90
MR
601+20
MR
601+50
MR
601+80
MR
602+10
MR
602+40
MR
602+70
MR
603+00
MR 603+30
MR
603+60
MR
603+90
MR
604+20
MR
604+50
MR
604+80
MR
605+10
MR
605+40
MR
605+70
MR
606+00
MR
606+30
MR
606+60
MR
606+90
MR
607+20
MR
607+50
MR
607+80
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
SECTION LOSS REPAIR
LEVEE CRITICAL
SM
SP
ELEV. 899.0
550'L
MR 603+00
ELEV. 898.9
150'R
MR 607+00
ML/CL
SM
SP
ELEV. 900.5
CL
MR 600+00
ML/CL
SM
CL-ML
ML/CL
EL. 913..50
MR 606+70.00
EL. 913.50
MR 606+70.00
EL. 912.00
MR 607+54.10
PROFILE
TOP OF BERM
PROFILE
TOP OF BERM SURFACE
EXISTING GROUND SURFACE
EXISTING GROUND
LEVEE PROFILE LEVEE PROFILE
-0.0001773 FT/FT -0.0001773 FT/FT
PROFILE
EXCAVATION
-0.0178352 FT/FT
S H
E E
T
O
F
CF381
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:1
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
607+80
MR
608+10
MR
608+40
MR
608+70
MR
609+00
MR
609+30
MR
609+60
MR
609+90
MR
610+20
MR
610+50
MR
610+80
MR
611+10
MR
611+40
MR
611+70
MR
612+00
MR
612+30
MR
612+60
MR
612+90
MR
613+20
MR
613+50
MR
613+80
MR
614+10
MR
614+40
MR
614+70
MR
615+00
MR
615+30
MR
615+60
MR
EL. 902.75
MR 610+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
EL. 913.02
MR 612+90.00
EL. 913.52
MR 613+00.00
REPAIR
LEVEE BREACH C
SECTION LOSS REPAIR
LEVEE CRITICAL
CL-ML
ML
SP
ELEV. 898.0
520'L
MR 615+00
ML/CL
ML
SP
ELEV. 899.0
CL
MR 610+00
EL. 911.50
MR 610+30.00
EL. 910.00
MR 610+40.00
EL. 911..50
MR 610+85.51
EL. 910.00
MR 610+55.00
EL. 911.00
MR 614+65.00
EL. 898.10
MR 615+50.00
EXCAVATION
EXCAVATION
EXCAVATION
PROFILE
TOP OF BERM PROFILE
TOP OF BERM
LEVEE PROFILE
LEVEE PROFILE
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
-0.0001773 FT/FT -0.0001773 FT/FT
-0.0500000 FT/FT
-0.0000213 FT/FT
PROFILE
EXCAVATION
-0.0018123 FT/FT
-0.0018123 FT/FT -0.0491571 FT/FT
-0.1500000 FT/FT
-0.0013176 FT/FT
-0.0000000 FT/FT
-0.1517647 F T /F
T
EMBANKMENT
COMPACTED
FILL
UNDERWATER
EL. 896.00
EL. 901.00
EMBANKMENT
COMPACTED
615+60
MR
615+90
MR
616+20
MR
616+50
MR
616+80
MR
617+10
MR
617+40
MR
617+70
MR
618+00
MR
618+30
MR
618+60
MR
618+90
MR
619+20
MR
619+50
MR
619+80
MR
620+10
MR
620+40
MR
620+70
MR
621+00
MR
621+30
MR
621+60
MR
621+90
MR
622+20
MR
622+50
MR
622+80
MR
623+10
MR
623+40
MR
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
REPAIR
LEVEE BREACH C
EL. 913.01
MR 617+90.00
EL. 913.51
MR 617+70.00
SECTION LOSS REPAIR
LEVEE CRITICAL
MLS
SP-SM
ELEV. 899.0
CL
MR 620+00
ELEV. 903.1
73'L
MR 618+00
BL23-3
CH
SM
SP/SM
CH
SW/SM
SM
SP
SP
SP
CL
ELEV. 903.4
CL
MR 622+96
CPT-L23-10
EL. 898.10
MR 617+20.00
-0.0200000 FT/FT
EL. 912.00
MR 617+90.00
EL. 912.00
MR 618+75.00
EL. 907.00
MR 619+75.00
EL. 906.00
MR 6120+25.00
EL. 911.50
MR 621+62.50EXCAVATION
PROFILE
TOP OF BERM
LEVEE PROFILE LEVEE PROFILE
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
-0.0000213 FT/FT
-0.0000026 FT/FT-0.0000026 FT/FT
-0.0000213 FT/FT
-0.0250000 FT/FT
PROFILE
EXCAVATION
-0.0000000 FT/FT
-0.0000000 FT/FT
-0 .2 F
T /F
T
-0.0500000 FT/FT
-0.0000000 FT/FT
PROFILE
EXCAVATION
PROFILE
EXCAVATION
0.04
0 FT
/FT
-0.0000000 FT/FT
S H
E E
T
O
F
CF382
le c S to u ff e r
M ic h a e l
E B a rn a P
E
M ic h a e l
E B a rn a P
E
K la id a s G
H a ll
P
E
A N
S I
D
/0
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
M R
S
E T
.d g n /C
F
L E
V E
E P
R O
F
IL
EM
R
C
F -3
S
E T
P ro fi le s .d g n
:0
:1
A
M
/3 /2
P D
D
S
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
M A
T C
H L
IN
E
S
E E
S H
E E
T C
F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
M A
T C
H L
IN
E
S
E E
T H
IS
S
H E
E T
930930
930930
E L
E V
A T
IO
N
F
E E
T N
A V
D
E L
E V
A T
IO
N
F
E E
T N
A V
D
930930 E
L E
V A
T
IO
N
F E
E T
N A
V D
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
A D
V E
R T
IS
E
M E
N T
S E
T
M
IS
S O
U R
I R
IV
E
R B
A S
IN
M
IS
S O
U R
I R
IV
E
R L
E V
E E
S Y
S T
E M
U N
IT
R
-5
P L
-9
R E
H A
B
IL
IT
A
T
IO
N P
R O
J E
C T
O T
O E
A N
D N
E M
A H
A C
O U
N T
IE
S
N
E B
R A
S K
A
O M
A H
A D
IS
T
R
IC
T
C A
P
IT
O L
A V
E N
U E
O M
A H
A
N E
Z X
X X
X X
X X
X X
X
W
F
B A
623+40
MR
623+70
MR
623+81
MR
624+30
MR
624+60
MR
624+90
MR
625+20
MR
625+50
MR
625+80
MR
626+10
MR
626+40
MR
626+70
MR
627+00
MR
627+30
MR
627+60
MR
627+90
MR
628+20
MR
628+50
MR
628+80
MR
629+10
MR
629+40
MR
629+70
MR
630+00
MR
630+30
MR
630+60
MR
630+90
MR
631+20
MR
EL. 904.25
MR 630+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
SECTION LOSS REPAIR
LEVEE CRITICAL
624+00
MR
ML/CL
SP
CL-ML
SM
ELEV. 897.0
500'L
MR 625+00
SM
SP
ML
SP
ELEV. 899.0
CL
MR 630+00
EL. 911.50
MR 624+47.50
-0.0400000 FT/FT
EL. 909.00
MR 625+10.00
A H
E A
D M
R
.4
B
A C
K M
R
.0
S
T A
T
IO
N E
Q U
A T
IO
N
EXCAVATION EXCAVATION
PROFILE
TOP OF BERM PROFILE
TOP OF BERM
LEVEE PROFILE
LEVEE PROFILE
SURFACE
EXISTING GROUND SURFACE
EXISTING GROUND
-0.0000026 FT/FT -0.0000026 FT/FT
PROFILE
EXCAVATIONPROFILE
EXCAVATION
631+20
MR
631+50
MR
631+80
MR
632+10
MR
632+40
MR
632+70
MR
633+00
MR
633+30
MR
633+60
MR
633+90
MR
634+20
MR
634+50
MR
634+80
MR
635+10
MR
635+40
MR
635+70
MR
636+00
MR
636+30
MR
636+60
MR
636+90
MR
637+20
MR
637+50
MR
637+80
MR
638+10
MR
638+40
MR
638+70
MR
639+00
MR
EL. 901.25
MR 635+00.00
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
LEVEE PROFILE, CONT'D
STATION (FEET)
030' 30'
SCALE: 1 INCH = 30 FEET
HORIZONTAL SCALE
SECTION LOSS REPAIR
LEVEE CRITICAL
ML
CL-ML
ML
MLS
ELEV. 897.0
530'L
MR 635+00
EXCAVATION
EXCAVATION
EL. 909.00
MR 632+70.00
EL. 907.00
MR 633+50.00
PROFILE
TOP OF BERM
PROFILE
TOP OF BERM
LEVEE PROFILE
LEVEE PROFILE
SURFACE
EXISTING GROUND
SURFACE
EXISTING GROUND
-0.0000026 FT/FT
-0.0000026 FT/FT
PROFILE
EXCAVATION
-0.0250000 FT/FT
-0.0000000 FT/FT -0.0000000 FT/FT
PROFILE
EXCAVATION
S H
E E
T
O
F
CF383
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M ic h a e l
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