B.08._W912EE26RA005 AMT 0002 DRAWINGS.pdf
PDF 4 MB Posted
- Attached to
- Bolivar County, Mississippi, FC/MR&T, EBMRL, Seepage Remediation, Francis to Round Lake, Item 615-L
- Solicitation number
- W912EE26RA005
About this file
These cross-section engineering drawings detail the seepage remediation project for the East Bank Mississippi River Levee in Bolivar County, Mississippi, specifically for the Francis to Round Lake area (Item 615-L). Prepared by the U.S. Army Corps of Engineers Vicksburg District, the documents show detailed cross-sections from station 68+00 to 300+00, illustrating existing ground, construction grade, uncompacted berm embankment, berm excavation, and ditch excavation configurations. The drawings, dated November 2025 with an amendment on 2026-01-14, are part of a contract (W912EE26RA005) and include multiple critical technical notes about cross-section interpretations, such as sections being cut looking downstream and potential limitations in volume calculations due to intersection points and berm alignments.
The cross-sections consistently show a standardized grid with "Landside" and "Waterside" annotations, multiple elevation and offset measurements, and a legend detailing different ground and excavation types. Each sheet covers approximately 5-6 station increments, providing granular visual representations of the proposed levee modification work. The technical drawings indicate precise engineering specifications for berm extensions, ground transitions, and excavation requirements, with careful attention to how berms interact with existing ground and maintain appropriate slopes and alignments.
View the file
Other files
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
68+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
69+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
70+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
71+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
72+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
(SEE NOTE 5)
(SEE NOTE 5)
EL
. 1
.0
EL
. 1
.5
EL
. 1
.1
EL
. 1
.1
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.4
EL
. 1
.0
EL
. 1
.0
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.0
EL
. 1
.0
-110.3:1-4.4:1-4.4:1
EL
. 1
.1
EL
. 1
.7
EL
. 1
.7
EL
. 1
.7
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.1
EL
. 1
.1
-4.4:1 -110.3:1-109.2:1-107.4:1-105.8:1-104.5:1-103.3:1-102.6:1-102.1:1 -101.5:1 -100.9:1 -100.4:1 -4.0:1
EL
. 1
.0
EL
. 1
.1
EL
. 1
.9
EL
. 1
.9
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
IC
T
FR
AN
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
PI
AMENDED AFTER ADVERTISED
C-311
C R
O
SS
S
EC
TI
O
N S
ST
A.
8+
T
O
2+
.H
U
ER
TA
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
BERM EXCAVATION
DITCH EXCAVATION
AA
73+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
74+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
75+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
76+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
77+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
(SEE NOTE 5)
(SEE NOTE 5)
(SEE NOTE 5)
EL
. 1
.0
EL
. 1
.0
EL
. 1
.8
EL
. 1
.8
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
EL
. 1
.5
EL
. 1
.5
-144.2:1-142.9:1-135.7:1-129.9:1-124.9:1-120.5:1-116.8:1 -113.5:1-110.6:1-5.3:1-5.3:1
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
EL
. 1
.1
EL
. 1
.1
-143.9:1 -138.1:1-132.0:1-5.6:1-5.6:1
EL
. 1
.1
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.0
EL
. 1
.0
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-312
R
O
SS
S
EC
TI
O
N S
ST
A.
3+
T
O
7+
J.
H
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
BERM EXCAVATION
78+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
79+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
80+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
81+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
82+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.0
EL
. 1
.6
EL
. 1
.4
EL
. 1
.4
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.4
EL
. 1
.6
EL
. 1
.6
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.4
EL
. 1
.1
EL
. 1
.1
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.7
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.5
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-313
R
O
SS
S
EC
TI
O
N S
ST
A.
8+
T
O
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
83+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
84+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
85+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
86+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
87+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.0
EL
. 1
.9
EL
. 1
.5
EL
. 1
.5
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.4
EL
. 1
.5
EL
. 1
.5
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.6
EL
. 1
.5
EL
. 1
.5
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.8
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-314
R
O
SS
S
EC
TI
O
N S
ST
A.
3+
T
O
.H
U
ER
TA
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
88+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
89+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
90+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
91+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
92+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.0
EL
. 1
.0
EL
. 1
.5
EL
. 1
.5
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.4
EL
. 1
.9
EL
. 1
.9
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.6 EL
. 1
.0
EL
. 1
.0
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.6
EL
. 1
.8
EL
. 1
.8
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-315
R
O
SS
S
EC
TI
O
N S
ST
A.
8+
T
O
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
93+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
94+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
95+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
96+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
97+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.0
EL
. 1
.7
EL
. 1
.8
EL
. 1
.8
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.3
EL
. 1
.0
EL
. 1
.0
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.0
EL
. 1
.4
EL
. 1
.4
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.3
EL
. 1
.5
EL
. 1
.5
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.0
EL
. 1
.2
EL
. 1
.2
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-316
R
O
SS
S
EC
TI
O
N S
ST
A.
3+
T
O
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
98+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
99+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
100+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
101+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
102+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.0
EL
. 1
.6
EL
. 1
.0
EL
. 1
.0
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.6
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.9
EL
. 1
.7
EL
. 1
.7
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.3
EL
. 1
.9
EL
. 1
.9
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.4
EL
. 1
.8
EL
. 1
.8
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.0
EL
. 1
.4
EL
. 1
.8
EL
. 1
.8
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1 -100.0:1 -4.0:1
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-317
R
O
SS
S
EC
TI
O
N S
ST
A.
8+
T
O
+0
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
103+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
104+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
105+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
106+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
107+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.5
EL
. 1
.7 EL
. 1
.3
EL
. 1
.3
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.2
EL
. 1
.0
EL
. 1
.0
EL
. 1
.7
EL
. 1
.7
EL
. 1
.7
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.4
EL
. 1
.8
EL
. 1
.8
EL
. 1
.7
EL
. 1
.7
EL
. 1
.7
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.4 EL
. 1
.5
EL
. 1
.5
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.5 EL
. 1
.6
EL
. 1
.6
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-318
R
O
SS
S
EC
TI
O
N S
ST
A.
+0
TO
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
108+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
109+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
110+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
111+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
112+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.5
EL
. 1
.9 EL
. 1
.5
EL
. 1
.5
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.6 EL
. 1
.5
EL
. 1
.5
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.5 EL
. 1
.3
EL
. 1
.3
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.2
EL
. 1
.8
EL
. 1
.8
EL
. 1
.7
EL
. 1
.7
EL
. 1
.7
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.4
EL
. 1
.5
EL
. 1
.5
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-319
R
O
SS
S
EC
TI
O
N S
ST
A.
+0
TO
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
113+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
114+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
115+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
116+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
117+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
SECTION AT A TRANSITON
EL
. 1
.5
EL
. 1
.6 EL
. 1
.2
EL
. 1
.2
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.1
EL
. 1
.7
EL
. 1
.7
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.8
EL
. 1
.4
EL
. 1
.4
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.0 EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
EL
. 1
.5
EL
. 1
.0 EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.8 EL
. 1
.5
EL
. 1
.5
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-320
R
O
SS
S
EC
TI
O
N S
ST
A.
+0
TO
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
118+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
119+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
120+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
121+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
122+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.5
EL
. 1
.8 EL
. 1
.9
EL
. 1
.9
EL
. 1
.7
EL
. 1
.7
EL
. 1
.7
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.9 EL
. 1
.6
EL
. 1
.6
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.9 EL
. 1
.8
EL
. 1
.8
EL
. 1
.7
EL
. 1
.7
EL
. 1
.7
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.6 EL
. 1
.4
EL
. 1
.4
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.5 EL
. 1
.6
EL
. 1
.6
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-321
R
O
SS
S
EC
TI
O
N S
ST
A.
+0
TO
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
123+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
124+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
125+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
126+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
127+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.5
EL
. 1
.5 EL
. 1
.4
EL
. 1
.4
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.4 EL
. 1
.8
EL
. 1
.8
EL
. 1
.7
EL
. 1
.7
EL
. 1
.7
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.3 EL
. 1
.7
EL
. 1
.7
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.2 EL
. 1
.2
EL
. 1
.2
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.3 EL
. 1
.4
EL
. 1
.4
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-322
R
O
SS
S
EC
TI
O
N S
ST
A.
+0
TO
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
128+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
129+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
130+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
131+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
132+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.5
EL
. 1
.0 EL
. 1
.3
EL
. 1
.3
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.1 EL
. 1
.1
EL
. 1
.1
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.8 EL
. 1
.4
EL
. 1
.4
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.9 EL
. 1
.1
EL
. 1
.1
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
EL
. 1
.5
EL
. 1
.6 EL
. 1
.2
EL
. 1
.2
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
EL
. 1
.5
EL
. 1
.6 EL
. 1
.2
EL
. 1
.2
EL
. 1
.8
EL
. 1
.8
EL
. 1
.8
-4.0:1 -100.0:1 -4.0:1
-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-323
R
O
SS
S
EC
TI
O
N S
ST
A.
+0
TO
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
133+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
134+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
135+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
136+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
137+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.0
EL
. 1
.2 EL
. 1
.6
EL
. 1
.6
EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.2 EL
. 1
.7
EL
. 1
.7
EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.5 EL
. 1
.4
EL
. 1
.4
EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.0 EL
. 1
.8
EL
. 1
.8
EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.2 EL
. 1
.6
EL
. 1
.6
EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
-4.0:1 -100.0:1
-4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-324
R
O
SS
S
EC
TI
O
N S
ST
A.
+0
TO
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
138+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
139+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
140+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
141+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
142+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.0
EL
. 1
.7 EL
. 1
.4
EL
. 1
.4
EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.2 EL
. 1
.0
EL
. 1
.0
EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.0 EL
. 1
.8
EL
. 1
.8
EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.1 EL
. 1
.9
EL
. 1
.9
EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.0 EL
. 1
.9
EL
. 1
.9
EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
-4.0:1 -100.0:1
-4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-325
R
O
SS
S
EC
TI
O
N S
ST
A.
+0
TO
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
143+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
144+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
157+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
158+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
159+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
(SEE NOTE 5)
EL
. 1
.0
EL
. 1
.3 EL
. 1
.3
EL
. 1
.3
EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.7 EL
. 1
.1
EL
. 1
.1
EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.0
EL
. 1
.5
EL
. 1
.5
EL
. 1
.5
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.2 EL
. 1
.5
EL
. 1
.5
EL
. 1
.5
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1-4.0:1 -100.0:1
-4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-326
R
O
SS
S
EC
TI
O
N S
ST
A.
+0
TO
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
160+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
161+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
162+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
163+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
164+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.0
EL
. 1
.0 EL
. 1
.2
EL
. 1
.2
EL
. 1
.2
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.3 EL
. 1
.0
EL
. 1
.0
EL
. 1
.0
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.3 EL
. 1
.1
EL
. 1
.1
EL
. 1
.1
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1-4.0:1 -100.0:1
-4.0:1
EL
. 1
.0
EL
. 1
.5 EL
. 1
.6
EL
. 1
.6
EL
. 1
.6
EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
-4.0:1-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
EL
. 1
.5 EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
-4.0:1-4.0:1 -100.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R O
SS
S
EC
TI
O N
L
AB
EL
S
W
ER
E U
PD
AT
ED
F
O R
A M
D T
-0 1-
AN
SI
D
W
2E E-
YY
-X
-X
XX
X
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
R
EE
T
VI
C
KS
BU
R G
D
IS
TR
C
IS
T O
R O
U N
D L
AK
E, IT
EM
-L
SE
EP
AG
E R
EM
ED
IA
TI
O N
FC
/M
R &T
, E
AS
T
BA
N K
M
IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
BO
LI
VA
R
C O
U N
TY
, M
IS
SI
SS
IP
C-327
R
O
SS
S
EC
TI
O
N S
ST
A.
+0
TO
ER
R
IN
G
TO
N
C .H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
A1 CROSS SECTIONS
SCALE: 1"=40'
1. CROSS SECTIONS ARE CUT LOOKING DOWNSTREAM.
2. STATIONING INCLUDES STATION EQUATIONS AS SHOWN ON THE PLAN
SHEETS.
3. CROSS SECTIONS FOR LONG REACHES WHERE NO WORK IS REQUIRED ARE
OMITTED FROM THIS CROSS SECTION SET.
4. CROSS SECTIONS NEAR POINTS OF INTERSECTION ON THE BASELINE ARE
SKEWED AND NOT ACCURATELY REPRESENTED BY THE TYPICAL SECTIONS
SHOWN ON SHEET C-301. THESE SECTIONS CANNOT ACCURATELY BE USED
TO COMPUTE END AREA VOLUMES.
5. DUE TO THE LOCATION OF THE STATION ON THE I NTERIOR OF A POINT OF
INTERSECTION, THE BERM IS NOT PERPENDICULAR TO THE LEVEE
ALIGNMENT IN LABELED CROSS SECTIONS. THIS RESULTS IN THESE CROSS
SECTIONS SHOWING WIDER AND MORE FLAT SECTIONS OF BERM AND
DITCHES THAN WHAT IS ACCURATELY DEPICTED IN THE TYPICAL SECTIONS.
6. BERM EXTENSIONS MEET SMOOTHLY AT THE EXISTING CROWN OF THE OLD
BERM. THIS CAN MODIFY THE SLOPE OF THE BERM.
7. BERMS WERE MODELED TO TRANSITION INTO EXISTING GROUND;
THEREFORE SOME BERMS ARE NOT SHOWN TO REACH THE END OF THE
BERM STATIONING.
NOTES
LEGEND
EXISTING GROUND
CONSTRUCTION GRADE
UNCOMPACTED BERM EMBANKMENT
165+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
166+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
167+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
168+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
169+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520
EL
. 1
.0
EL
. 1
.9 EL
. 1
.3
EL
. 1
.3
EL
. 1
.3
EL
. 1
.4
EL
. 1
.4
EL
. 1
.4
-4.0:1-4.0:1 -100.0:1 -4.0:1
EL
. 1
.0
O
FF
5.
EL
. 1
.9
O
FF
8.
EL
. 1
.9
O
FF
7.
-40.0:1 -4.0:1
EL
. 1
.0
O
FF
5.
EL
. 1
.0
O
FF
5.
EL
. 1
.7
O
FF
8.
-40.0:1 -4.0:1
EL
. 1
.0
O
FF
5.
EL
. 1
.1
O
FF
1.
EL
. 1
.2
O
FF
6.
-40.0:1 -4.0:1
EL
. 1
.0
O
FF
5.
EL
. 1
.1
O
FF
1.
EL
. 1
.1
O
FF
6.
-40.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
ES
C R
IP
TI
O N
A
M
AR
K
SI
ZE
SU
BM
IT
TE
D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
EC
KE
D
B Y:
D R
AW
N
B Y:
IS
SU
E D
AT
E:
SHEET ID
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
A C
R…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .