AMD 0007 - R562Volume3_3DrawingsCF600toCF920R.pdf
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C F
C F
MR 293+23.43
P.I.-6
MR 292+40
MR 292+60
MR 292+80
MR 293+00
MR 293+20
MR 293+40
MR 293+60
(GRAVEL)
S 72ND ROAD
(GRAVEL)
S 72ND ROAD
R03A R03A 2+22.35
P.I.-2
S. 672ND ROAD
ACCESS
L C
C
LEVEE
L
R
A
R
A
R
A
R
A
R
A
R
A
R
A
.0
P .I
921921
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
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B M
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E D
B Y
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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
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O
IS
S
U E
D A
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S I Z
E
M A
R K
D E
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IP
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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
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T
M
IS
S O
U R
I R
IV
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R B
A S
IN
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IS
S O
U R
I R
IV
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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
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IO
N P
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J E
C T
O T
O E
A N
D N
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A H
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IE
S
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E B
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
E L
E V
A T
IO
N
F
E E
T
STATION (FEET)
ACCESS 672ND S ROAD RAMP PROFILE STA. 293+12, CONT'D 010' 10'
SCALE: 1 INCH = 10 FEET
HORIZONTAL SCALE
010' 10'
SCALE: 1 INCH = 10 FEET
VERTICAL SCALE
2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20
GRADE 0.10%
EL 922.38
1+90.00R03A PVI STA
E L
.4
.0
R
A
P
V T
S T
EL 922.51
3+22.00R03A PVI STA
C
LEVEE
EXISTING
L
PROVIDED
SURVEY TO INITIAL SURVEY
OBTAIN AND APPEND MISSING
GROUND
EXISTING
EMBANKMENT
COMPACTED
HAULING
AREA WHERE NEEDED FOR
OUTSIDE OF CONSTRUCTION
EXISTING COUNTY ROAD
PLACE AND COMPACT ON
GRAVEL SURFACING
REMOVE 6"-12"" EXISTING
PROFILE
SURFACING ON
PLACE 12" GRAVEL
P L
A N
A N
D P
R O
F
IL
E
CF603C
M ic h a e l
E
B a rn a
P E
A S
/M E
B
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
/1
/2
P L
O T
S C
A L
E
F
IL
E N
A M
E
:1
/C F
C
M R
C
F -6
S E
T R a m p s .d g n
R A
M P
S T
A
A C
C E
S S
S N
D R
O A
DM
R
C F -6
S
E T
R a m p s .d g n
:1
:3
P
M
/1 /2
P D
D
S
S H
E E
T
O F
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
C
M A
T C
H L
IN
E
S E
E S
H E
E T
C F
C
010' 10'
SCALE: 1 INCH = 10 FEET
E L
E V
A T
IO
N
F
E E
T
R
E
IS
S U
E D
D R
A W
IN
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A N
D A
D D
E D
N O
T E
S
/1
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940940
R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
M R
.0
E V
T
C L E
V E
L
C L
V E
C
TURNOUT
L CL TURNOUT
1V ON 3H
1V ON 3H
1V ON 3H
1V ON 3H 1V ON 3H 1V ON 3H
1V ON 3H 1V ON 3H
1V ON 3H
1V ON 3H
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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IG
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M A
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N D
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
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R S
A D
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R L
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P L
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B
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C T
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A 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
CF461CF321
P L
N
CF608
ic h a e l
E B a rn a P
E
A S
/M E
B
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
/1
/2
P L
O T
S C
A L
E
F
IL
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A M
E
:1
/C F
M
R C
F -6
S
E T
R a m p s .d g n
T U
R N
O U
T S
T A
M R
C
F -6
S E
T R a m p s .d g n
:1
:4
P
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/1 /2
P D
D
S
010' 10'
SCALE: 1 INCH = 10 FEET
S H
E E
T
F
R
E
IS
U U
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D R
A W
IN
G
R E
V
IS
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A N
D A
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N O
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S
/1
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TYPICAL RAMP PROFILE
0 10 20 30 40 50 60-10-20-30-40-50-60
1+30.00
14301430
14301430
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50
STATION (FEET)
TYPICAL RAMP PLAN
TYPICAL RAMP CROSS-SECTION
H I
S T
A
.0
E L
.6
SLOPE =0.00000
SLOPE =0.100
SLOPE =0.00000
7.50'
5.00' 5.00'
1V
ON 3
H
1V ON 3H
RAMP
L C
6" STRIPPING
SURFACE
APPROX. GROUND
EL. 1419.60
STA. 2+05.00
EL. 1419.60
STA. 1+75.00
EL. 1404.44
STA. 0+23.41
EL. 1404.44
STA. 0+03.18
E L
.4
P V
C S
T A
.4
.4
P V
T S
T A
.4
.6
P V
C S
T A
.0
.6
P V
T S
T A
.0
40.00'
20.00'
VARIES
VARIES
1V ON 3H
SURFACE
APPROX. GROUND
SURFACE
APPROX. GROUND
6" STRIPPING
6" STRIPPING
LEVEE SLOPE
010' 10'
SCALE: 1 INCH = 10 FEET
010' 10'
SCALE: 1 INCH = 10 FEET
010' 10'
SCALE: 1 INCH = 10 FEET
CL
1V
ON 3
H
1V ON 3H
PROFILE
DESIGN GRADE
RAMP
2.00% 2.00%
TYPICAL RAMP GRAVEL SURFACING
SCALE: 1 INCH = 3 FEET
3' 3'
& SEEDING
6" TOPSOIL
& SEEDING
6" TOPSOIL
1V ON 50H 1V ON 50H 1V ON 50H
1V ON 50H
1V ON 50H1V ON 50H
1V ON 3H
1V ON 3H
1V ON 3H
1V ON 3H
1V O
N 3H
1V O
N
H
V
O N
H
V
O N
H
V
O N
H
V
O N
H
B B
V
O N
H
B C B
C B
B C B
A
C B
G7.03 G7.03
L RAMPC
C
R=50.00'
R=50.00'
.5
10.00'
L LEVEE
LEVEE AND RAMP
INTERSECTION OF
NOTES:
1SECTION
SEEDING (TYP)
6" TOPSOIL AND
E L
E V
A T
IO
N
F
E E
T
E V
A T
IO
N
F
E E
T
E L
E V
A T
IO
N
F
E E
T
E L
E V
A T
IO
N
F
E E
T
B7.03 B7.03
15.00' MIN.
VARIES
SHEETS B3.91-B3.93
DESIGN GRADE, SEE PROFILE
15.00' MIN.
VARIES
SHEETS CF600 THRU CF621
DESIGN GRADE, SEE PROFILE
B7.03 B7.03
.0
M
IN
V A
R
IE
S
COHESIVE FILL
EMBANKMENT
COMPACTED
SEE NOTES 2 AND 3
6" LAYER THICKNESS
GRAVEL SURFACING
32 15 00 GRAVEL SURFACING)
(SEE SPECIFICATION SECTION
MATERIAL - 6" THICKNESS
GRAVEL SURFACING
FILL
COHESIVE
FILL
COHESIVE
4. ACCESS RAMPS SHALL BE CONSTRUCTED AS SHOWN ON SHEETS CF600 THRU CF621.
3. CROWN GRAVEL SURFACING ON LEVEES 2% FROM CENTERLINE FOR DRAINAGE.
TURNOUTS AND RAMPS. (SEE SHEETS CF301 THRU CF348)
2. AREAS TO BE GRAVEL SURFACED INCLUDE THE LEVEE CREST AND ALL
1. HORIZONTAL AND VERTICAL CONTROL POINTS ARE SHOWN ON SHEET CF791.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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S I Z
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M A
R K
D E
S C
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IP
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N D
A T
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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
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R B
A S
IN
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R L
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P L
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S K
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A H
A D
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A P
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N U
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A H
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X X
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W
F
B A
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F -7
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T .d g n
:3
:3
P
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/1 /2
P D
D
S
CF703
D E
T A
IL
S
R
A M
P
T Y
P
IC
A L
G R
A V
E L
S U
R F
A C
IN
G
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
K la id a s G
H a ll
P
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:1
M R
C
F -7
S E
T .d g n
/C F
/1
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R
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10.00'
15.00' 15.00'
C
LEVEE
L
5.00'
1V ON 5H
1V ON 3H OR
1V
ON 3
H
6" STRIPPING SURFACE
APPROX. GROUND
SLOPE
LEVEE
2.00%
NOTES:
0 10 20 30 40 50 60 70 80-10-20-30-40-50-60
SHEETS CF361 THRU CF387
DESIGN GRADE, SEE PROFILE
TYPICAL TURNOUT PLAN
010' 10'
SCALE: 1 INCH = 10 FEET
010' 10'
SCALE: 1 INCH = 10 FEET
& SEEDING
6" TOPSOIL
& SEEDING
6" TOPSOIL
1V ON 50H
1V ON 50H1V ON 50H
1V ON 3H1V ON 3H 1V ON 3H
1V ON 5H
1V ON 3H OR
1V ON 5H
1V ON 3H OR
1V O
N 5H
1V O
N 3H O
R
1V ON 5H
1V ON 3H OR
1V ON 5H
1V ON 3H OR
1V ON 5H
1V ON 3H OR
1V ON 3H 1V ON 3H
125.00'
.0
R=50.00'
R=50.00' R=50.00'
R=50.00'
CF704 CF704
13.85' 13.85'
.0
.0
.0
L LEVEEC
TYPICAL TURNOUT CROSS-SECTION
1SECTION
CF704 CF704
25.00' 25.00'
SEE NOTES 2 THRU 4
GRAVEL SURFACING
GRADING PLANS.
SHALL HAVE 1V ON 5H SIDE SLOPES, WHICH MATCHES NEW LEVEE SECTION. SEE
5. REPAIR OF EXISTING TURNOUTS USUALLY HAVE SIDE SLOPES OF 1V ON 3H. NEW TURNOUTS
4. SEE SPECIFICATION SECTION 32 15 00 FOR GRAVEL SURFACING REQUIREMENTS.
3. CROWN GRAVEL SURFACING ON LEVEES 2% FROM CENTERLINE FOR DRAINAGE.
AND ALL TURNOUTS AND RAMPS.
2. AREAS TO BE GRAVEL SURFACED INCLUDE THE LEVEE CREST, AS SHOWN ON DRAWINGS,
1. HORIZONTAL AND VERTICAL CONTROL POINTS ARE SHOWN ON SHEET CF780.
E L
E V
A T
IO
N
F
E E
T
E L
E V
A T
IO
N
F
E E
T
100.00'
COHESIVE FILL
EMBANKMENT
COMPACTED
CF704 CF704
C S E
E D
E T
A
IL
S T
H
IS
S H
E E
T
L T
Y P
IC
A
L T
U R
N O
U T
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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C H
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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
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A
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U E
D A
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S I Z
E
M A
R K
D E
S C
R
IP
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N D
A T
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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
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M E
N T
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IV
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R B
A S
IN
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P L
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S K
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A P
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B A
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F -7
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P D
D
S
CF704
D E
T A
IL
S
T
U R
N O
U T
T Y
P
IC
A L
G R
A V
E L
S U
R F
A C
IN
G
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
K la id a s G
H a ll
P
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:1
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F -7
S E
T .d g n
/C F
/0
/1
/2
/2
R
E
IS
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/1
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NOTES:
CL EXISTING LEVEE
1V
ON 3
H O R F
LATT
ER
1V ON 3H OR FLATTER
10.0'
SURVEY LIMITS
WITH GRADING ON SIDE SLOPES
TYPICAL SURVEYING LIMITS DETAIL
NO SCALE
EMBANKMENT
COMPACTED
FILL DEPRESSIONS
POINTS.
AND BEYOND DEPENDING UPON CONSTRUCTION LIMITS, EVERY 30' FEET BETWEEN SURVEY
THE LEVEE, DOWN THE RIVERSIDE AND LANDSIDE SIDE SLOPES A MINIMUM OF 15',
1. FINAL SURVEY POINTS SHALL BE OBTAINED A MINIMUM AT THE CENTERLINE, EDGES OF
POINTS.
AND BEYOND DEPENDING UPON CONSTRUCTION LIMITS, EVERY 30' FEET BETWEEN SURVEY
THE LEVEE, DOWN THE RIVERSIDE AND LANDSIDE SIDE SLOPES A MINIMUM OF 15',
1. FINAL SURVEY POINTS SHALL BE OBTAINED A MINIMUM AT THE CENTERLINE, EDGES OF
15.0' 15.0'
1V
ON 3
H 1V ON 3H
NOTES:
CL EXISTING LEVEE
1V
ON 3
H O R F
LATT
ER
1V ON 3H OR FLATTER
10.0'
PROFILE
EXISTING GRADE
SURVEY LIMITS
15.0' 15.0'
WITH GRADING ON LEVEE CREST
TYPICAL SURVEYING LIMITS DETAIL
NO SCALE
CL EXISTING LEVEE
1V
ON 3
H O R F
LATT
ER
1V ON 3H OR FLATTER
NO SCALE
SURVEYING LIMITS
MULCHING LIMITS
TYPICAL SEEDING &
SEED MIX A
NATIVE GRASS
MULCHING LIMITS
SEEDING &
SEED MIX A
NATIVE GRASS
MULCHING LIMITS
SEEDING &
NO SCALE
EMBANKMENT
COMPACTED
FILL DEPRESSIONS
EMBANKMENT
COMPACTED
FILL DEPRESSIONS
AND 555+00 TO 610+00.
DOWNSTREAM OF DAMAGED AREA FROM STA. 272+00 TO 320+00, 380+00 TO 547+00,
EXISTING PROFILE TO BE DETERMINED FROM EXISTING GRADE UPSTREAM AND
PROFILE
EXISTING GRADE
AND 555+00 TO 610+00.
DOWNSTREAM OF DAMAGED AREA FROM STA. 272+00 TO 320+00, 380+00 TO 547+00,
EXISTING PROFILE TO BE DETERMINED FROM EXISTING GRADE UPSTREAM AND
AND 555+00 TO 610+00.
DOWNSTREAM OF DSAMAGED AREA FROM STA. 272+00 TO 320+00, 380+00 TO 547+00,
EXISTING PROFILE TO BE DETERMINED FROM EXISTING GRADE UPSTREAM AND
AND 555+00 TO 610+00.
DOWNSTREAM OF DAMAGED AREA FROM STA. 272+00 TO 320+00, 380+00 TO 547+00,
EXISTING PROFILE TO BE DETERMINED FROM EXISTING GRADE UPSTREAM AND
PROFILE
GRADE
EXISTING PROFILE
EXISTING GRADE
15.0' 15.0'
SEE DETAIL ON THIS SHEET
GRADE. FOR DAMAGE LEVEE CREST LOCATIONS
4" GRAVEL SURFACING OVER EXISTING
OVER UNDAMAGED LEVEE CREST PLACED 1V ON 3H1V
ON 3
H
SLOPE TO DRAIN
1V
ON 3
H 1V ON 3H
10.0'
TYPICAL EXISTING LEVEE GRAVEL SURFACING
SEEDING (TYP)
6" TOPSOIL AND
TYPICAL LEVEE CREST REPAIR AND GRAVEL SURFACING
STA. MR 273+00 TO MR 288+00
CL EXISTING LEVEE
1V
ON 3
H
1V ON 3H
10.0'
AND RESURFACING
4" STRIPPING
10.0'
EMBANKMENT
COMPACTED
GREATER THAN 4"
FILL DEPRESSIONS
32 15 00 GRAVEL SURFACING)
(SEE SPECIFICATION SECTION
MATERIAL - 4" THICKNESS
GRAVEL SURFACING
C
LEVEE
EXISTING
L
NOTES:
OF THE LEVEE CREST WIDTH AND LEVEE SIDE SLOPES.
5. THE REVIEW WILL CONSIST OF VERIFING THE PROFILE ELEVATION, AND DIMENSIONS
EVERY 30' FEET BETWEEN SURVEY POINTS.
SLOPES A MINIMUM OF 15', AND BEYOND DEPENDING UPON CONSTRUCTION LIMITS,
CENTERLINE, EDGES OF THE LEVEE, DOWN THE RIVERSIDE AND LANDSIDE SIDE
SECTION 01 80 00. THE SURVEY POINTS COLLECTED AT A MINIMUM AT THE
SUBMITTED SHALL FOLLOW THE REQUIREMENTS OUTLINE IN SPECIFICATION
AND SUBMITTED TO USACE FOR REVIEW AND APPROVAL. THE AS-BUILT SURVEY
4. PRIOR TO PLACING GRAVEL SURFACING, THE REPAIR AREA SHALL BE SURVEYED AND
EXISTING LLEVEE FOR THE REPAIR OF THE EROSION.
OF THE REPAIR AREA, MATCH THE EXISTING CREST WIDTH AND SIDE SLOPE OF THE
3. IF THE EXISTING CREST WIDTH IS WIDER THAN 10 FEET UPSTREAM AND DOWNSTREAM
SPECIFICATIONS.
2. COMPACTED EMBANKMENT SHALL BE COMPACTED AND TESTED ACCORDING TO THE
APPLY, FOLLOW THE GRADING PLAN DETAILS.
AND CF314 THRU CF340. IF A GRADING PLAN IS SHOWN, THESE DETAILS DO NOT
LISTED ON SHEET CF200A, SHOWN ON SHEETS CF201 THRU CF206, CF301 THRU CF308,
1. THESE TYPICAL DETAILS ARE FOR EROSION REPAIRS OF LEVEE CREST AT LOCATIONS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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US Army Corps
U .S
A
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D E
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A V
E L
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A C
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M ic h a e l
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M ic h a e l
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K la id a s G
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K la id a s G
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2' X 2' TRENCH
ARVS
ARVS
ANCHORS
SEE "VEGETATION ESTABLISHMENT"
MANUFACTURER'S INSTRUCTIONS,
SEED AND TOPSOIL, PER
ANCHORS
1' X 1' TRENCH
SURFACE
GROUND
EXISTING
6" TOPSOIL AND SEED
EXISTING LEVEE
VEGETATION SYSTEM (ARVS)
ANCHOR REINFORCED
MATERIAL.
WITH COMPACTED COHESIVE
3-FT ANCHORS. FILL BACK
FOR ARVS KEY-IN WITH
EXCAVATE 1' x 1' TRENCH
NUMBERING SEQUENCE
APPROX. 3.50'
BEDDING LAYER
ANCHOR ABOVE
1V O
N
H
EL. 891.0
ELEV. 907.0
SCALE: 1 INCH = 5 FEET
5'5'
SCALE: 1 INCH = 5 FEET
5'5'
VARIES (3' MIN)
CF706CF706
1SECTION
6"
'x A
N C
H O
R T
R E
N C
H
EL. 888.0
THAT SHOWN BASED UPON MANUFACTORS INSTRUCTIONS.
3. THE ARVS LAYOUT PLAN CAN BE CHANGED FOR BETTER FIT FROM
ON SHEET CF468.
PLAN SHOWN ON DRAWINGS CF268. ALSO, SEE CROSS-SECTION 35
2. THE LAYOUT PLAN SHALL BE PLACED OVER GRADING
PRIOR TO CONSTRUCTION.
PER MANUFACTURERS INSTRUCTIONS FOR REVIEW AND APRROVAL
CONTRACTOR SHALL SUBMIT ARVS LAYOUT PLAN1.
NOTES:
4'
4'
8'
CF706
CF706
CF381
CF706
CF706
CF381
4'
1V on 50H
NOTE: TOLERANCES = (+ OR - )1"
ANCHORING DETAIL - TYPICAL CROSS SECTION
CHANNEL SLOPE REPAIR - TYPICAL CROSS SECTION
7'
6'
5'
2'
4'
'3
4'
6'
8'
8'
7'
6'
5'
6'
20'
EMBANKMENT
COMPACTED
6" TOPSOIL
6" TOPSOIL
12" STRIPPING
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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N B
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D B
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N O
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D A
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S I Z
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M A
R K
D E
S C
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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
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IS
S O
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IN
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ic h a e l
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M ic h a e l
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0 5 10 15 20 25 30 35 40 45 50 55 60-5-10-15-20-25-30-35-40-45-50-55-60
E L
E V
A T
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A T
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0 5 10 15 20 25 30 35 40 45 50 55 60-5-10-15-20-25-30-35-40-45-50-55-60
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0 5 10 15 20 25 30 35 40 45 50 55 60-5-10-15-20-25-30-35-40-45-50-55-60
E L
E V
A T
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N
F
E E
T
LEVEE
L C
EXISTING GROUND
EXISTING GROUND
EXISTING GROUND
RIVERSIDE
RIVERSIDE
RIVERSIDE LANDSIDE
LANDSIDE
LANDSIDE
MAXIMUM 1V
:3H O
R FL
ATTE
R SID
E SLOPE
MAXIMUM 1V:3H OR FLATTER SIDE SLOPE
MAXIMUM 1V
:3H O
R FL
ATTE
R SID
E SLOPE
LEVEE
L C
LEVEE
L C
SCALE: 1 INCH = 5 FEET
5'5'
TYPICAL LEVEE TOE AND LANDWARD ANF RIVERWARD EROSION REPAIR
DISTANCE (FEET)
SCALE: 1 INCH = 5 FEET
5'5'
RIVERSIDE AND LANDSIDE LEVEE SIDE SLOPE EROSION REPAIR
DISTANCE (FEET)
SCALE: 1 INCH = 5 FEET
5'5'
RIVERSIDE LEVEE SIDE SLOPE EROSION REPAIR
DISTANCE (FEET)
MAXIMUM 1V:3H OR FLATTER SIDE SLOPE
TO RECEIVE TOPSOIL FILL
EROSION DAMAGE AREA
MIX, AND COMPACT
DISC 6"-12" DEPTH, WATER,
MOW VEGETATION,
TO RECEIVE TOPSOIL FILL
EROSION DAMAGE AREA
MIX, AND COMPACT
DISC 6"-12" DEPTH, WATER,
MOW VEGETATION,
TO RECEIVE TOPSOIL FILL
EROSION DAMAGE AREA
MIX, AND COMPACT
DISC 6"-12" DEPTH, WATER,
MOW VEGETATION,
MAXIMUM 1V
:3H O
R FL
ATTE
R SID
E SLOPE
TO RECEIVE TOPSOIL FILL
EROSION DAMAGE AREA
MIX, AND COMPACT
DISC 6"-12" DEPTH, WATER,
MOW VEGETATION,
TO RECEIVE TOPSOIL FILL
EROSION DAMAGE AREA
MIX, AND COMPACT
DISC 6"-12" DEPTH, WATER,
MOW VEGETATION,
VARIES
EROSION DEPTH
TOPSOIL FILL
COMPACTED
VARIES
EROSION DEPTH
TOPSOIL FILL
COMPACTED
VARIES
EROSION DEPTH
TOPSOIL FILL
COMPACTED
VARIES
EROSION DEPTH
TOPSOIL FILL
COMPACTED
VARIES
EROSION DEPTH
TOPSOIL FILL
COMPACTED
RIVERWARD OF THE LEVEE.
EXCAVATING MATERIALS LANDWARD OR
FILL SHALL NOT BE OBTAINED FROM
THE PRIVATE - TOPSOIL FILL BORROW SITE.
11. TOPSOIL FILL SHALL BE EXCAVATED FROM
THE SPECIFICATIONS.
SEEDED AND MULCHED ACCORDING TO
THE REPAIR AREA SHALL BE TILLED AND
10. AFTER THE FINAL GRADES ARE APPROVED
OF AREA TO BE REPAIR.
DOWNSTREAM, UP SLOPE, AND DOWN SLOPE
EXISTING SIDE SLOPES UPSTREAM,
REPAIR THE EROSION WOULD MATCH
1V ON 3H. THEREFORE, THE FILL PLACED TO
HAS SIDE SLOPES THAT ARE FLATTER THAN
THE LEVEE TOE. NOTE THE EXISTING LEVEE
AND DRAIN TO NOT POND WATER ALONG
THE LEVEE TOE FOR A MINIMUM OF 15 FEET
SLOPE LANDWARD AND RIVERWARD OF
EXISTING PROFILE OF LEVEE AND FLAT
10 FEET LEVEE CREST WIDTH FROM
MAXIMUM SIDE SLOPE OF 1V ON 3H WITH A
EMBANKMENT MEETS A PROJECTED
GRADE IS THAT THE CONSTRUCTED
9. THE BASIS FOR AN ACCEPTABLE FINAL
LEVEE TOE IUF GREATER THAN 20 FEET.
POINT RIVERWARD AND LANDWARD OF THE
ON THE LEVEE SIDE SLOPE, ADDITIONAL
DISTURBANCE, A MINIMUM OF TWO POINTS
CREST EDGES, LEVEE TOE, LIMITS OF
AT A MINIMUM; LEVEE CENTERLINE AND
OF EVERY 30 FEET WITH ADDITIONAL POINTS
SHALL BE COLLECTED A MAXIMUM SPACING
APPROVAL BY USACE. THE SURVEY POINTS
REPAIR FOR REVIEW, VERIFICATION, AND
ASBUILT SURVEYS OF THE COMPLETED
MULCHING, THE CONTRACTOR SHALL SUBMIT
ACHIEVED AND PRIOR TO SEEDING &
8. AFTER THE TOPSOIL FILL GRADE HAS BEEN
DETERMINED OTHERWISE BY COR.
NOT REQUIRED FOR THESE REPAIRS UNLESS
WITH THOSE SOILS. ADDITIONAL TESTING
OBSERVATIONS, FEEL, AND EXPERIENCE
STANDARD PROCTOR BASISED UPON FIELD
DENSITY ACCORDING TO ASTM D698,
COMPACTION OF 95% OF MAXIMUM DRY
OPTIMUM MOSITURE CONTENT RANGE AND
COMPACTION PROCEDURES TO ACHEIVE
AN UNDERSTADING OF WATER CONTENT AND
COMPACTED SHALL BE COMPLETED TO GAIN
7. INITIAL SOIL TESTING OF MATERIALS TO BE
SLOPE.
BE PLACED TO THE FLATTER EXISTING SIDE
1V ON 3H, SUCH AS 1V ON 4H, THE FILL SHALL
6. IF THE SIDE SLOPE IS FLATTER THAN
1V ON 3H IS ACHEIVED OR FLATTER.
SLOPE FROM THE LEVEE CREST EDGE OF
MIX, AND COMPACT UNTIL THE MAXIMUM SIDE
(SCARIFY, PLACE FILL. ADD WATER, DISC AND
ACCORDING TO THE SAME PROCEDURE
5. ADDITONAL LIFTS SHALL BE PLACED
AND MIXED WITH SUBGRADE AND COMPACTED.
SCARIFIED, FILL PLACED IN 8" LOOSE LIFTS,
4. THE COMPACTED SUBGRADE SHALL BE
AND COMPACTED.
CONTENT OF THE SOIL, AND MIX THORUGHLY
BEWTEEN -2% TO 3% OF OPTINUM OSITURE
A MOISTURE CONTENT TO APPROXIMATELY
SOIL, ADD WATER AS NECESSARY TO OBTAIN
DISCED TO A DEPTH OF 6"-12" TO LOSSEN
3. THEN THE AREA SHALL BE THROUGHLY
SHALL BE MOWED TO A HEIGHT OF 2"-3".
TRSANSTION SLOPES, THE VEGETATION
AN AREA ADJACENT TO THE REPAIR FOR
LANDWARD OF THE LEVEE TOE) INCLUDING
TOE, AND SCOUR RIVERWARD AND
DAMAGED AREA (LEVEE SIDE SLOPE, LEVEE
2. PRIOR TO PLACING TOPSOIL FILL, THE
DETAILS.
DO NOT APPLY, FOLLOW THE GRADING PLAN
GRADING PLAN IS SHOWN, THESE DETAILS
THRU CF206, AND CF301 THRU CF340. IF A
SHEET CF200A , SHOWN ON SHEETS CF201
OF THE LEVEE IN AREAS LISTED ON
LEVEE SIDE SLOPES, TOE AND LANDWARD
REPAIRS OF RIVERSIDE AND LANDSIDE
1. THESE TYPICAL DETAILS ARE FOR EROSION
NOTES:
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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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
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A D
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70.00'
G R
G R
G R
SCALE: 1 INCH = 10 FEET
10'10'
SCALE: 1 INCH = 10 FEET
10'10'
SCALE: 1 INCH = 10 FEET
10'10'
EXISTING GROUND
STATION (FEET)
Levee L
C
1V ON 3H
TYPICAL PARTIAL GROIN PROFILE
EL. 907
GROIN PROFILE6" TOPSOIL
6" STRIPPING
E L
E V
A T
IO
N
F
E E
T
-0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40
880880
EMBANKMENT
COMPACTED
E L
E V
A T
IO
N
I N
F E
E T
0 10 20-10-20
E L
E V
A T
IO
N
I N
F E
E T
STATION (FEET)
1V
ON 3
H 1V ON 3H
15.0
30-30
TYPICAL PARTIAL GROIN SECTION
GROIN EXTENTS
TYPICAL LEVEE SLOPE
Levee L
C
TYPICAL PARTIAL GROIN REPAIR PLAN
6" TOPSOIL
EL. 907
GROIN PROFILE
6" TOPSOIL
EMBANKMENT
COMPACTED
C
GROIN
L
E L
E V
A T
IO
N
F
E E
T
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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B M
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E D
B Y
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E C
K E
D B
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D R
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N B
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D E
S
IG
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D B
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C O
N T
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N O
S O
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N N
O
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S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
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T
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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
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S O
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A N
D N
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A
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A H
A D
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N U
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A H
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CF710
ic h a e l
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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 L
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A L
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F
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:1
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F -7
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/C F
P A
R T
IA
L
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P A
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T Y
P
IC
A L
G R
O
IN
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P
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N
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/2
NOTES:
A WELL GRADED, SOLID, EVEN, WALKABLE SURFACE.
1. AFTER TYPE B RIPRAP IS PLACED, FILL THE VOIDS WITH TYPE A RIPRAP TO CREATE
E L
E V
A T
IO
N
F
E E
T
0 10 20 30 40 50 60 70-10-20-30-40-50-60-70
E L
E V
A T
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N
F
E E
T
DOWNSTREAM STONE PROTECTION TRANSITIONS
TYPICAL CHANNEL BANK UPSTREAM AND
24" RIPRAP LAYER TYPE B 24" RIPRAP LAYER TYPE B
24" RIPRAP LAYER TYPE B
9" SPALLS LAYER
9" SPALLS LAYER 9" SPALLS LAYER
9" BEDDING LAYER 9" BEDDING LAYER
9" BEDDING LAYER
SURFACE
GROUND
EXISTING
COMPACTED EMBANKMENT
EXCAVATION OR EXCAVATIONEXCAVATION
EXCAVATIONEXCAVATION
EMBANKMENT
COMPACTED
EMBANKMENT
COMPACTED
20.00' 20.00'
EVEN SURFACE
FILL VIODS OF TYPE C RIPRAP TO CREATE FAIRLY
PLACE TYPE B AND IF NECESSARY TYPE A RIPRAP TO
EVEN SURFACE
TYPE B RIPRAP TO CREATE FAIRLY
PLACE TYPE A RIPRAP TO FILL VOIDS OF
1V ON 5H
1V O
N 5H
010' 10'
SCALE: 1 INCH = 10 FEET
1SECTION
CF348
CF222
CF268 CF711
SURFACE
GROUND
EXISTING
UPSTREAM TRANSITION DOWNSTREAM TRANSITIONBUCK CREEK CHANNEL SIDE SLOPE
VARIES
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
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D
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R
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IL
| CF602 |
| CF602A |
| CF602B |
| CF603 |
| CF603A |
| CF603B |
| CF603C |
| CF608 |
| CF615B |
| CF618 |
| CF619 |
| CF619A |
| CF619B |
| CF620 |
| CF621 |
| CF621A |
| CF703 |
| CF704 |
| CF705 |
| CF706 |
| CF708 |
| CF709 |
| CF710 |
| CF711 |
| CF862 |
| CF863 |
| CF917 |
| CF919 |
| CF920 |
File details come from the government source that posted it. Updated .