A.02.AM 0002 PLANS_C-301-C-338_Attach 1of3_MRL 611L.pdf
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- Solicitation number
- W912EE26RA004
About this file
This document is a set of cross-section drawings for a U.S. Army Corps of Engineers seepage remediation project on the east bank Mississippi River levees in Bolivar County, Mississippi. The contract number is W912EE26RA004, and the solicitation number is W912EE-YY-X-XXX. The work is under the Deeson Item 611-L seepage remediation initiative and was issued in November 2025 (amended January 2026).
The cross-section drawings depict detailed profiles of the levee structure from stations 460+00 through 676+00, showing existing ground conditions, proposed construction grades, uncompacted berm embankments, and ditch excavation areas. Each sheet contains multiple sections (A through G) cut looking downstream, with stationing that includes station equations as referenced in corresponding plan sheets. The drawings indicate variations in elevation and offset measurements across the project reach, with some sections noting specific slope ratios and construction details. Key elevations range from approximately 156 to 170 feet, with horizontal offsets varying significantly depending on location. The project includes berm extensions, ditch work, and transitions into existing ground, with sections omitted where no work is required. The drawings were prepared by C. Huerta and checked by C. Bankston and D. Wallace at the Vicksburg District office, located at 4155 Clay Street, Vicksburg, MS 39183.
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460+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
461+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
462+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
463+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
464+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
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AMENDED AFTER ADVERTISED
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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
DITCH EXCAVATION
A1 CROSS SECTIONS
SCALE: 1"=40'
465+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
466+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
467+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
468+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
469+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
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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
DITCH EXCAVATION
470+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
471+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
472+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
473+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
474+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
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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
DITCH EXCAVATION
475+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
476+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
477+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
478+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
479+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
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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
DITCH EXCAVATION
480+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
481+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
482+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
483+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
484+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
EL
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WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
A A
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N N
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SHEET ID
B
C
D
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F
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
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PS
O F
EN
G
IN
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R S
A C
R O
SS
S
EC
TI
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W
ER
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PD
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N
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YY
-X
-X
XX
W
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6R A0
N O
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BU
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AG
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PI
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BO
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TY
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IS
SI
SS
IP
C-315
R
O
SS
S
EC
TI
O
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ST
A.
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TO
U
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TA
C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
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
DITCH EXCAVATION
485+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
486+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
487+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
488+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
489+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
EL
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9.
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9.
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5.
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9.
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5.
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9.
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5.
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3.
EL
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1.
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WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
A A
A A
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
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B
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D
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C R
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TI
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BM
IT
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D B
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D
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N
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N O
C
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D
B Y:
D R
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N
B Y:
IS
SU
E D
AT
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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
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AB
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S
W
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PD
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N
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YY
-X
-X
XX
W
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6R A0
N O
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BU
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C
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BU
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SO
N
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AG
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BO
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IS
SI
SS
IP
C-316
R
O
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S
EC
TI
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ST
A.
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TO
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C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
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
DITCH EXCAVATION
490+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
491+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
492+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
493+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
494+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
EL
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5.
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2.
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0.
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5.
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2.
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5.
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5.
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7.
-53.3:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
A A
A A
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
ED
B
Y:
D
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C R
IP
TI
O N
A
M
AR
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SI
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BM
IT
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D B
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D
AT
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C O
N
TR
AC
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N O
C
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KE
D
B Y:
D R
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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
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F
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A M
D T
JA
N
AN
SI
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W
2E E-
YY
-X
-X
XX
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
LA
Y
ST
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T
VI
C
KS
BU
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D
IS
TR
SO
N
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AG
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FC
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BA
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BO
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C O
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IS
SI
SS
IP
C-317
R
O
SS
S
EC
TI
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ST
A.
+0
TO
U
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TA
C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
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
DITCH EXCAVATION
495+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
496+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
497+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
498+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
499+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
EL
. 1
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5.
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7.
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6.
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5.
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0.
EL
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7.
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5.
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7.
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0.
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WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
A A
A A
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
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B
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D
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C R
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TI
O N
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SI
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BM
IT
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D B
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D
AT
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C O
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AC
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N O
C
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D
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D R
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N
B Y:
IS
SU
E D
AT
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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
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S
W
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PD
AT
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F
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A M
D T
JA
N
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D
W
2E E-
YY
-X
-X
XX
W
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6R A0
N O
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C
KS
BU
R G
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C
LA
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ST
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T
VI
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BU
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AG
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BO
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C O
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TY
, M
IS
SI
SS
IP
C-318
R
O
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S
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TI
O
N S
ST
A.
+0
TO
U
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TA
C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
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
DITCH EXCAVATION
500+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
501+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
502+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
503+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
504+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
EL
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5.
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. 1
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. 1
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WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
A A
A A
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
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B
Y:
D
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TI
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IT
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D B
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D
AT
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N
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AC
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KE
D
B Y:
D R
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N
B Y:
IS
SU
E D
AT
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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
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PD
AT
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F
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A M
D T
JA
N
AN
SI
D
W
2E E-
YY
-X
-X
XX
W
2E E2
6R A0
N O
VE
M
BE
R
VI
C
KS
BU
R G
, M S
C
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BU
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N
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AG
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ED
IA
TI
O
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FC
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&T , E
AS
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BA
N
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IS
SI
SS
IP
PI
R
IV
ER
L
EV
EE
S
BO
LI
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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
U
ER
TA
C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
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
DITCH EXCAVATION
505+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
506+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
507+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
508+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
509+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
EL
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5.
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2.
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6.
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5.
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1.
EL
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5.
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5.
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1.
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6.
-55.0:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
A A
A A
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
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SI
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BM
IT
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D B
Y:
D
AT
E
C O
N
TR
AC
T
N O
C
H
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D
B Y:
D R
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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
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PD
AT
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F
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D T
JA
N
AN
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D
W
2E E-
YY
-X
-X
XX
W
2E E2
6R A0
N O
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M
BE
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VI
C
KS
BU
R G
, M S
C
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ST
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T
VI
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BU
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D
IS
TR
SO
N
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AG
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IA
TI
O
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FC
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&T , E
AS
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BA
N
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IS
SI
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EE
S
BO
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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
U
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TA
C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
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
DITCH EXCAVATION
510+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
511+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
512+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
513+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
514+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
EL
. 1
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5.
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. 1
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O
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2.
EL
. 1
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O
FF
5.
-57.1:1 -4.0:1
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5.
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2.
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5.
-57.3:1 -4.0:1
EL
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5.
EL
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0.
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EL
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5.
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5.
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2.
-57.7:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
A A
A A
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
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D B
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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
JA
N
AN
SI
D
W
2E E-
YY
-X
-X
XX
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
SO
N
, I
TE
M
-L
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EP
AG
E
R
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IA
TI
O
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FC
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AS
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BA
N
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IS
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PI
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EE
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BO
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C O
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TY
, M
IS
SI
SS
IP
C-321
R
O
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S
EC
TI
O
N S
ST
A.
+0
TO
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ER
TA
C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
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
DITCH EXCAVATION
515+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
516+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
517+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
518+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
519+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
(SEE NOTE 5)
(SEE NOTE 5)
EL
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5.
EL
. 1
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O
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9.
EL
. 1
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O
FF
1.
-54.6:1 -4.0:1
EL
. 1
.5
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5.
EL
. 1
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O
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0.
EL
. 1
.5
O
FF
0.
-56.7:1 -4.0:1
EL
. 1
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O
FF
5.
EL
. 1
.7
O
FF
3.
EL
. 1
.6
O
FF
0.
-49.9:1 -4.0:1
EL
. 1
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O
FF
5.
EL
. 1
.4
O
FF
7.
EL
. 1
.0
O
FF
3.
-61.7:1 -4.0:1
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
A A
A A
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
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F
O R
A M
D T
JA
N
AN
SI
D
W
2E E-
YY
-X
-X
XX
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
SO
N
, I
TE
M
-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
S
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
U
ER
TA
C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
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
DITCH EXCAVATION
520+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
521+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
522+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
523+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
524+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
(SEE NOTE 5)
(SEE NOTE 5)
(SEE NOTE 5)
(SEE NOTE 5)
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WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
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US Army Corps of Engineers
U .S
. A R
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C O
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BO
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C-323
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TI
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C . H
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ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
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
DITCH EXCAVATION
525+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
526+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
527+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
528+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
529+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
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WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
A A
A A
SO
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N N
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SHEET ID
B
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
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IN
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A C
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S
EC
TI
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W
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C-324
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AN
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TO
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AL
LA
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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
DITCH EXCAVATION
530+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
531+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
532+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
548+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
549+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
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WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
A A
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N N
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SHEET ID
B
C
D
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2 3 4 5 6 7 8 9 10
US Army Corps of Engineers
U .S
. A R
M Y
C O
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O F
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IN
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R S
A C
R O
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S
EC
TI
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W
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BU
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C-325
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U
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C . B
AN
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TO
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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
DITCH EXCAVATION
550+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
551+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
552+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
553+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
554+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
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WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
A A
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N N
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US Army Corps of Engineers
U .S
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C O
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EC
TI
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W
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C-326
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TO
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C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
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
DITCH EXCAVATION
555+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
556+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
557+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
558+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
559+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
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WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
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US Army Corps of Engineers
U .S
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C O
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IS
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C-327
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TI
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+0
TO
U
ER
TA
C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
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
DITCH EXCAVATION
560+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
561+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
562+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
563+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
588+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
(SEE NOTE 5)
(SEE NOTE 5)
(SEE NOTE 5)
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WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
WATERSIDELANDSIDE
A A
A A
A A
A A
A A
SO
LI
C
IT
AT
IO
N N
O
D
ES
IG
N
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B
Y:
D
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B Y:
IS
SU
E D
AT
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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
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EL
S
W
ER
E U
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F
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BO
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U N
TY
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IS
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SS
IP
C-328
R
O
SS
S
EC
TI
O
N S
ST
A.
+0
TO
U
ER
TA
C . H
U
ER
TA
C . B
AN
KS
TO
N
D . W
AL
LA
C E
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
DITCH EXCAVATION
589+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
590+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
591+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
592+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
593+00
0 20 40 60 80 100 120 140 160 180 200 220 240 260 2800-20-40-60-80-100-120-140-160-180-200-220-240-260-280-300-320-340-360-380-400-420-440-460-480-500-520-540
(SEE NOTE 5)
(SEE NOTE 5)
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5.
E…
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