Plans.pdf
PDF 6 MB Posted
- Solicitation number
- W912P826BA068
About this file
This is a Dredged Material Management Plan document prepared by the U.S. Army Corps of Engineers, New Orleans District, for the Calcasieu River and Pass project in Cameron Parish, Louisiana.
The project involves degrading Confined Disposal Facility (CDF-22) to elevation 15.1 feet NAVD88. Excavated material from the CDF degradation operation will be used as borrow material to fill low areas within the existing CDF footprint and the Foreshore Dike Disposal Area (FDDA). The plan specifies that borrow material shall first be used to fill low areas within the existing CDF footprint prior to placement within the FDDA. An existing spill box will be moved 150 feet from the existing stone dike when applicable. The solicitation number is W912P826BA068 with contract number W912P826C, issued in August 2026. The document includes comprehensive engineering plans and cross-sections showing existing ground elevations based on March 2026 survey data, with all elevations referenced to NAVD88 (Epoch 2009.55). Benchmark locations and descriptions are provided for survey reference purposes, including three primary benchmarks with specific coordinates and accessibility instructions. The plan incorporates an access corridor and identifies the existing channelside foreshore stone dike and Calcasieu Ship Channel as key site features adjacent to the project area.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W912P826BA068 Bid Abstract.pdf | ||
| AM_0002 CDF-22 Survey.xlsx | XLSX spreadsheet | |
| W912P826BA068 AM_0002.pdf | ||
| W912P826BA068 AM_0001.pdf | ||
| W912P826BA068.pdf |
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Text version
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
NEW ORLEANS DISTRICT
CALCASIEU RIVER AND PASS,
DREDGED MATERIAL MANAGEMENT PLAN
CDF-22 DEGRADING,
CAMERON PARISH, LA
ED-26-021
W912P826BA068
W912P826C
AUGUST 2026
US Army Corps of Engineers ®
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G-001
THIS PROJECT WAS DESIGNED BY THE NEW
ORLEANS DISTRICT CROPS OF ENGINEERS. THE
INITIALS OR SIGNATURES AND REGISTRATION
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
PROJECT DOCUMENTS WITHIN THE SCOPE OF
THEIR EMPLOYMENT AS REQUIRED BY ER
1110-1-8152. SIGNATURES INDICATE OFFICIAL
RECOMMENDATION OF ALL DRAWINGS IN THIS SET.
APPROVAL RECOMMENDED BY:
APPROVED BY:
DISTRICT ENGINEER
ETL CIVIL BRANCH
CHIEF CIVIL BRANCH
CHIEF ENGINEERING DIVISION
Digitally signed by
AUTIN.SCOTTY.MICHAEL.11209
23443 Date: 2026.06.24 08:51:52 -05'00'
TOLIVAR.MICHAEL.J
OSEPH.1553764790
Digitally signed by
TOLIVAR.MICHAEL.JOSEPH.1553
764790 Date: 2026.06.22 09:30:34 -05'00'
BECK.DAVID.AL
LEN.1245182593
Digitally signed by
BECK.DAVID.ALLEN.1245182593
Date: 2026.06.23 09:45:13 -05'00'
Digitally signed by
DUNN.CHRISTOPHER.LESLIE.12445
66185 Date: 2026.06.24 08:13:34 -05'00'
© 2026 Microsoft Corporation Earthstar Geographics SIO © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS
0 4000'2000'
PLAN
NORTH
GULF OF AMERICA
N
VICINITY MAP
ATCHAFALAYA
MIS
SI
SS
IP
PI
O
UACHITA
RIVER
RI
VE
R
RIVER
RIVER
RED
CITY
MORGAN
LAKE CHARLES
PONTCHARTRAN
LAKE
ORLEANS
NEW
BORGNE
LAKE
BATON ROUGE
NATCHEZ
ALEXANDRIA
VICKSBURG
MONROE
SHREVEPORT
LOUISIANA
TEXAS
MISSISSIPPI
ARKANSAS
PROJECT LOCATION
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AP
G-002
TABULATION OF BENCHMARKS
BENCHMARK
NAVD88
ELEVATION
(USFT)
DESCRIPTION
18-078C-2
(PRIMARY)
LAT: 29° 58' 38.8712"
LONG: -93° 19' 59.3500"
NORTHING: 542821.78
EASTING: 2647715.80
EL.: +6.78 NAVD88 (2009.55)
TO REACH THE MARK FROM THE BOAT RAMP AT THE
END OF ALPHONSE LN IN HACKBERRY, LA, PROCEED
SOUTH 2.03 MILES (3.26 KM) TO THE MARK ON THE
LEFT. MARK IS A USACE SURVEY DISK SET FLUSH WITH
THE GROUND ON THE EAST SIDE OF THE CHANNEL.
MARK IS ONLY ACCESSIBLE BY BOAT. MARK IS SET
JUST BELOW TOP BANK ON THE EAST SIDE OF THE
CHANNEL AND 3218 FEET (981 M) WEST OF WHERE
LAKE BREEZE RD. TURNS SOUTH
18-078C-1 LAT: 30° 01' 28.2050"
LONG: -93° 19' 27.6751"
NORTHING: 559876.30
EASTING: 2650798.24
EL.: +2.84 NAVD88 (2009.55)
TO REACH THE MARK FROM THE BOAT RAMP AT THE
END OF ALPHONSE LN IN HACKBERRY, LA, PROCEED
WNW 1.37 MILES (2.21 KM) TO THE CHANNEL ENTRANCE
TO CALCASIEU LAKE ON THE RIGHT, TURN RIGHT
(EAST) AND GO APPROX. 1525 FT (465 M) TO THE MARK
ON THE RIGHT. MARK IS A BRASS USACE DISK SET
FLUSH WITH THE GROUND ON THE SOUTH SIDE OF THE
SOUTHERN POINT OF THE CHANNEL ENTRANCE TO
CALCASIEU LAKE. MARK IS ONLY ACCESSIBLE BY BOAT.
MARK IS SET JUST BELOW TOP BANK AND 74 FEET
WEST OF OLD DOUBLE SIGN POST.
HACK LAT: 30° 00' 21.6000"
LONG: -93° 20' 2.9000"
NORTHING: 553183.54
EASTING: 2647583.83
EL.: +4.25 NAVD88 (2009.55)
MARK IS A BRASS DISK EPOXIED ONTO A CONCRETE
SLAB AT THE HACKBERRY SEAFOOD DOCK. MARK IS IN
NORTHWEST CORNER OF CONCRETE APPROACH TO A
WOODEN DOCK, 41.1 FEET NORTH OF 30 IN DIAMETER
SAND FILTER, NORTH OF FUEL TANK PIT, AND 3 FEET
SOUTH OF WATERS EDGE.
18-078C-2
18-078C-1
HACK
CALCASIEU LAKE
CALCASIEU SHIP CHANNEL
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G-003
INDEX OF DRAWINGS
SHEET ID
NO. DRAWING TITLE
GENERAL
G-001 COVER SHEET
G-002 VICINITY MAP
G-003 GENERAL PROJECT INFORMATION
CIVIL
C-101 PLAN VIEW OF CDF-22
C-102 CDF-22 CROSS SECTIONS LAYOUT
C-103 PLAN AND PROFILE CDF-22
C-104 EAST-WEST CROSS SECTION
C-105 EAST-WEST CROSS SECTION
C-106 EAST-WEST CROSS SECTION
C-107 EAST-WEST CROSS SECTION
C-108 EAST-WEST CROSS SECTION
C-109 NORTH-SOUTH CROSS SECTION
C-110 EXISTING DIKE PLAN AND PROFILE
C-111 EXISTING DIKE PLAN AND PROFILE
C-112 EXISTING DIKE PLAN AND PROFILE
C-113 EXISTING DIKE PLAN AND PROFILE
C-114 EXISTING DIKE CROSS SECTIONS
TABLE OF ABBREVIATIONS
ROW RIGHT OF WAY
FDDA FORESHORE DIKE DISPOSAL AREA
CDF CONFINED DISPOSAL FACILITY
B/L BASELINE
C/L CENTERLINE
DWG DRAWING
EL. ELEVATION
EXIST. EXISTING
FT FEET
LF LINEAR FEET
MAX. MAXIMUM
MIN. MINIMUM
PL PIPELINE
STA. STATION
N.T.S NOT TO SCALE
P.I. POINT OF INTERSECTION
APPROX. APPROXIMATELY
GENERAL LEGEND
BENCHMARK
BEACON/MARKER
MILE MARKER
RIGHT OF WAY (ROW)
EDGE OF CHANNEL
CHANNEL CENTERLINE
GENERAL NOTES:
1. VERTICAL DATUM FOR THIS PROJECT IS NAVD88 (EPOCH
2009.55). ALL ELEVATIONS ARE SHOWN IN FEET.
2. EXISTING GROUND ELEVATIONS SHOWN ON ALL CROSS
SECTIONS ARE BASED ON SURVEY DATA DATED MARCH
2026.
3. THE ENTIRE SITE SHALL BE DEGRADED TO ELEVATION
15.1 FEET NAVD88. EXCAVATED MATERIAL GENERATED
FROM THE CDF DEGRADE OPERATION SHALL BE USED AS
BORROW MATERIAL FOR LOW AREAS WITHIN THE
EXISTING CDF AND FDDA.
4. BORROW MATERIAL SHALL FIRST BE USED TO FILL LOW
AREAS WITHIN THE EXISTING CDF FOOTPRINT PRIOR TO
PLACEMENT WITHIN THE FDDA.
5. EXISTING SPILL BOX TO BE MOVED 150 FEET FROM
EXISTING STONE DIKE WHEN APPLICABLE
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STA. 890+00
STA. 900+00
STA. 910+00
STA. 920+00
STA. 930+00
SURVEY CONTROL
POINTS
POINT #
NORTHING
553660.40
553689.81
553639.63
553672.25
553930.96
553951.84
554020.91
554043.41
554097.00
554103.55
EASTING
2648758.90
2648764.85
2648850.05
2648841.91
2649187.08
2649165.36
2649258.77
2649238.34
2649375.82
2649330.86
1 2
ACCESS CORRIDOR
EXISTING CHANNELSIDE FORESHORE STONE DIKE
EXISTING SPILLBOX
CDF-22
FORESHORE DIKE DISPOSAL AREA
CALCASIEU SHIP CHANNEL C/L
ROW
CALCASIEU LAKE
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F-
C-101SCALE:1"=200'
PLAN VIEW OF CDF-22A1
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NOTES:
1. ENTIRE CDF AND FORESHORE DIKE DISPOSAL AREA MUST BE CLEARED AND
GRUBBED WITHIN RIGHT OF WAY PRIOR TO DEGRADATION.
2. IMAGE OF SITE IS FROM 2026 AND FOR REFERENCE ONLY. EXISTING SITE
CONDITIONS SHALL BE FIELD VERIFIED.
0+
0+
5+
5+
+0
+0
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+0
+0
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+0
+0
+0
+0
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2.
+9
2.
0+000+00
5+005+00
10+0010+00
15+0015+00
20+0020+00
23+82.4523+82.45
N 558886.97 E 2650390.17
N 556316.27 E 2650979.74
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SCALE:1"=200'
CDF-22 CROSS SECTIONS LAYOUTA1 400'0 200'
NOTES:
1. SEE SHEETS C-104 TO C-108 FOR EAST-WEST CROSS
SECTIONS
2. SEE SHEET C-109 FOR NORTH-SOUTH CROSS SECTIONS
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CROSS SECTION LINES
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M ic ro so ft Co rp or at io n
M ax ar
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D ist rib ut io n
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STATION
CDF-22 CL PROFILE VIEW
-10
-10
0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00 26+00 28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+00 44+00 46+00 48+00 50+00 52+0052+93
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SCALE: 1"=200'
PLAN AND PROFILE VIEW OF CDF-22H1 400'0 200'
SCALE: V: 1"=20'; H:1"=200'
PLAN AND PROFILE VIEW CDF-22A1 400'0 200'20' 40'0
VERTICAL HORIZONTAL
H -1
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IN
ET
, P .E
PL
AN
A
N D
P R
O
FI
LE
V
IE
W
C D
F-
C-103
NOTES:
1. EXISTING GROUND ELEVATIONS ARE BASED ON MARCH 2026 SURVEY DATA
2. PROPOSED FINAL GRADE SHALL BE EL. +15.1 FEET (NAVD88).
3. ALL ELEVATIONS SHOWN ARE IN FEET.
LEGEND
EXISTING GRADE
FINAL GRADE
EXCAVATION
FILL
N
EW
O R
LE
AN
S D
IS
TR
IC
T
N
EW
O R
LE
AN
S, L
O U
IS
IA
N A
W
2P
6C
JU
N
E
FI
LE
N U
M
BE
R
AN
SI
D
W
2P
6B A0
C
AL
C
AS
IE
U
R
IV
ER
A
N D
P
AS
S D
R
ED
G
ED
M
AT
ER
IA
L M
AN
AG
EM
EN
T
PL
AN
C
D F-
D
EG
R
AD
IN
G C
AM
ER
O N
P
AR
IS
H
, L O
U
IS
IA
5+00
-10
-10
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 15000-100-200-300-400-500-600-700-800-900-1000
10+00
-10
-10
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 15000-100-200-300-400-500-600-700-800-900-1000
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
100' 200'0
WEST EAST
WESTEAST
10' 20'0
VERTICAL HORIZONTAL
SCALE: V:1"=10'; H:1"=100'
CDF-22 EXISTING CONDITIONS NORTH-SOUTH CROSS SECTIONSA1
AL
IC
E
KE
R L
PA
TR
IC
K
D U
FR
EN
E
PA
TR
IC
K
D U
FR
EN
E
JA
SO
N B
IN
ET
, P .E
C-104
N
EW
O R
LE
AN
S D
IS
TR
IC
T
N
EW
O R
LE
AN
S, L
O U
IS
IA
N A
W
2P
6C
JU
N
E
FI
LE
N U
M
BE
R
AN
SI
D
W
2P
6B A0
C
AL
C
AS
IE
U
R
IV
ER
A
N D
P
AS
S D
R
ED
G
ED
M
AT
ER
IA
L M
AN
AG
EM
EN
T
PL
AN
C D
F-
D
EG
R
AD
IN
G
C
AM
ER
O
N P
AR
IS
H , L
O U
IS
IA
N A
C D
F-
E
XI
ST
IN
G C
O N
D
IT
IO
N
S
EA
ST
-W
ES
T
C R
O
SS
S
EC
TI
O
N S
NOTES:
1. PROPOSED FINAL GRADE SHALL BE EL. +15.1 FEET (NAVD88).
2. IF EXCESS EXCAVATED MATERIAL IS ENCOUNTERED AFTER SITE HAS BEEN GRADED TO EL. +15.1
FEET (NAVD88), ALL ADDITIONAL MATERIAL SHALL BE SPREAD EVENLY WITHIN RIGHT OF WAY.
3. BEGINNING 100 FEET FROM THE EXISTING ROCK DIKE, THE CONTRACTOR SHALL PROVIDE A
CONTINUOUS SLOPE FROM THE PROPOSED FINAL GRADE TO THE TOP OF ROCK, PROVIDED THE
ENTIRE FDDA AREA HAS BEEN FILLED.
4. SURVEY DATA WAS COLLECTED IN MARCH 2026 AND IS BASED ON NAVD88 (2009.55).
LEGEND
EXISTING GRADE
FINAL GRADE
CUT MATERIAL
FILL MATERIAL
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
FEET
FEET
H -1
6-
15+00
-10
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 15000-100-200-300-400-500-600-700-800-900-1000
20+00
-10
-10
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 15000-100-200-300-400-500-600-700-800-900-1000
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
100' 200'010' 20'0
VERTICAL HORIZONTAL
SCALE: V:1"=10'; H:1"=100'
CDF-22 EXISTING CONDITIONS NORTH-SOUTH CROSS SECTIONSA1
AL
IC
E
KE
R L
PA
TR
IC
K
D U
FR
EN
E
PA
TR
IC
K
D U
FR
EN
E
JA
SO
N B
IN
ET
, P .E
C-105
N
EW
O R
LE
AN
S D
IS
TR
IC
T
N
EW
O R
LE
AN
S, L
O U
IS
IA
N A
W
2P
6C
JU
N
E
FI
LE
N U
M
BE
R
AN
SI
D
W
2P
6B A0
C
AL
C
AS
IE
U
R
IV
ER
A
N D
P
AS
S D
R
ED
G
ED
M
AT
ER
IA
L M
AN
AG
EM
EN
T
F-
D
EG
R
AD
IN
G
C
AM
ER
O
N P
AR
IS
H , L
O U
IS
IA
N A
C D
F-
E
XI
ST
IN
G C
O N
D
IT
IO
N
S
EA
ST
-W
ES
T
C R
O
SS
S
EC
TI
O
N S
WEST EAST
WESTEAST
LEGEND
EXISTING GRADE
FINAL GRADE
CUT MATERIAL
FILL MATERIAL
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
FEET
FEET
NOTES:
1. PROPOSED FINAL GRADE SHALL BE EL. +15.1 FEET (NAVD88).
2. IF EXCESS EXCAVATED MATERIAL IS ENCOUNTERED AFTER SITE HAS BEEN GRADED TO EL. +15.1
FEET (NAVD88), ALL ADDITIONAL MATERIAL SHALL BE SPREAD EVENLY WITHIN RIGHT OF WAY.
3. BEGINNING 100 FEET FROM THE EXISTING ROCK DIKE, THE CONTRACTOR SHALL PROVIDE A
CONTINUOUS SLOPE FROM THE PROPOSED FINAL GRADE TO THE TOP OF ROCK, PROVIDED THE
ENTIRE FDDA AREA HAS BEEN FILLED.
4. SURVEY DATA WAS COLLECTED IN MARCH 2026 AND IS BASED ON NAVD88 (2009.55).
H -1
6-
25+00
-10
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 15000-100-200-300-400-500-600-700-800-900-1000
30+00
-10
-10
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 15000-100-200-300-400-500-600-700-800-900-1000
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
100' 200'010' 20'0
VERTICAL HORIZONTAL
SCALE: V:1"=10'; H:1"=100'
CDF-22 EXISTING CONDITIONS EAST-WEST CROSS SECTIONSA1
AL
IC
E
KE
R L
PA
TR
IC
K
D U
FR
EN
E
PA
TR
IC
K
D U
FR
EN
E
JA
SO
N B
IN
ET
, P .E
C-106
N
EW
O R
LE
AN
S D
IS
TR
IC
T
N
EW
O R
LE
AN
S, L
O U
IS
IA
N A
W
2P
6C
JU
N
E
FI
LE
N U
M
BE
R
AN
SI
D
W
2P
6B A0
C
AL
C
AS
IE
U
R
IV
ER
A
N D
P
AS
S D
R
ED
G
ED
M
AT
ER
IA
L M
AN
AG
EM
EN
T
F-
D
EG
R
AD
IN
G
C
AM
ER
O
N P
AR
IS
H , L
O U
IS
IA
N A
C D
F-
E
XI
ST
IN
G C
O N
D
IT
IO
N
S E
AS
T-
W
ES
T C
R O
SS
S
EC
TI
O N
S
WEST EAST
WESTEAST
LEGEND
EXISTING GRADE
FINAL GRADE
CUT MATERIAL
FILL MATERIAL
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
FEET
FEET
NOTES:
1. PROPOSED FINAL GRADE SHALL BE EL. +15.1 FEET (NAVD88).
2. IF EXCESS EXCAVATED MATERIAL IS ENCOUNTERED AFTER SITE HAS BEEN GRADED TO EL. +15.1
FEET (NAVD88), ALL ADDITIONAL MATERIAL SHALL BE SPREAD EVENLY WITHIN RIGHT OF WAY.
3. BEGINNING 100 FEET FROM THE EXISTING ROCK DIKE, THE CONTRACTOR SHALL PROVIDE A
CONTINUOUS SLOPE FROM THE PROPOSED FINAL GRADE TO THE TOP OF ROCK, PROVIDED THE
ENTIRE FDDA AREA HAS BEEN FILLED.
4. SURVEY DATA WAS COLLECTED IN MARCH 2026 AND IS BASED ON NAVD88 (2009.55).
H -1
6-
35+00
-10
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 15000-100-200-300-400-500-600-700-800-900-1000
40+00
-10
-10
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 15000-100-200-300-400-500-600-700-800-900-1000
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
100' 200'010' 20'0
VERTICAL HORIZONTAL
SCALE: V:1"=10'; H:1"=100'
CDF-22 EXISTING CONDITIONS EAST-WEST CROSS SECTIONSA1
AL
IC
E
KE
R L
PA
TR
IC
K
D U
FR
EN
E
PA
TR
IC
K
D U
FR
EN
E
JA
SO
N B
IN
ET
, P .E
C-107
N
EW
O R
LE
AN
S D
IS
TR
IC
T
N
EW
O R
LE
AN
S, L
O U
IS
IA
N A
W
2P
6C
JU
N
E
FI
LE
N U
M
BE
R
AN
SI
D
W
2P
6B A0
C
AL
C
AS
IE
U
R
IV
ER
A
N D
P
AS
S D
R
ED
G
ED
M
AT
ER
IA
L M
AN
AG
EM
EN
T
F-
D
EG
R
AD
IN
G
C
AM
ER
O
N P
AR
IS
H , L
O U
IS
IA
N A
C D
F-
E
XI
ST
IN
G C
O N
D
IT
IO
N
S
EA
ST
-W
ES
T
C R
O
SS
S
EC
TI
O
N S
WEST EAST
WESTEAST
LEGEND
EXISTING GRADE
FINAL GRADE
CUT MATERIAL
FILL MATERIAL
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
FEET
FEET
NOTES:
1. PROPOSED FINAL GRADE SHALL BE EL. +15.1 FEET (NAVD88).
2. IF EXCESS EXCAVATED MATERIAL IS ENCOUNTERED AFTER SITE HAS BEEN GRADED TO EL. +15.1
FEET (NAVD88), ALL ADDITIONAL MATERIAL SHALL BE SPREAD EVENLY WITHIN RIGHT OF WAY.
3. BEGINNING 100 FEET FROM THE EXISTING ROCK DIKE, THE CONTRACTOR SHALL PROVIDE A
CONTINUOUS SLOPE FROM THE PROPOSED FINAL GRADE TO THE TOP OF ROCK, PROVIDED THE
ENTIRE FDDA AREA HAS BEEN FILLED.
4. SURVEY DATA WAS COLLECTED IN MARCH 2026 AND IS BASED ON NAVD88 (2009.55).
H -1
6-
45+00
-10
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 15000-100-200-300-400-500-600-700-800-900-1000
50+00
-10
-10
0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 15000-100-200-300-400-500-600-700-800-900-1000
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
100' 200'010' 20'0
VERTICAL HORIZONTAL
SCALE: V:1"=10'; H:1"=100'
CDF-22 EXISTING CONDITIONS EAST-WEST CROSS SECTIONSA1
AL
IC
E
KE
R L
PA
TR
IC
K
D U
FR
EN
E
PA
TR
IC
K
D U
FR
EN
E
JA
SO
N B
IN
ET
, P .E
C-108
N
EW
O R
LE
AN
S D
IS
TR
IC
T
N
EW
O R
LE
AN
S, L
O U
IS
IA
N A
W
2P
6C
JU
N
E
FI
LE
N U
M
BE
R
AN
SI
D
W
2P
6B A0
C
AL
C
AS
IE
U
R
IV
ER
A
N D
P
AS
S D
R
ED
G
ED
M
AT
ER
IA
L M
AN
AG
EM
EN
T
F-
D
EG
R
AD
IN
G
C
AM
ER
O
N P
AR
IS
H , L
O U
IS
IA
N A
C D
F-
E
XI
ST
IN
G C
O N
D
IT
IO
N
S
EA
ST
-W
ES
T
C R
O
SS
S
EC
TI
O
N S
WEST EAST
WESTEAST
LEGEND
EXISTING GRADE
FINAL GRADE
CUT MATERIAL
FILL MATERIAL
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
FEET
FEET
NOTES:
1. PROPOSED FINAL GRADE SHALL BE EL. +15.1 FEET (NAVD88).
2. IF EXCESS EXCAVATED MATERIAL IS ENCOUNTERED AFTER SITE HAS BEEN GRADED TO EL. +15.1
FEET (NAVD88), ALL ADDITIONAL MATERIAL SHALL BE SPREAD EVENLY WITHIN RIGHT OF WAY.
3. BEGINNING 100 FEET FROM THE EXISTING ROCK DIKE, THE CONTRACTOR SHALL PROVIDE A
CONTINUOUS SLOPE FROM THE PROPOSED FINAL GRADE TO THE TOP OF ROCK, PROVIDED THE
ENTIRE FDDA AREA HAS BEEN FILLED.
4. SURVEY DATA WAS COLLECTED IN MARCH 2026 AND IS BASED ON NAVD88 (2009.55).
H -1
6-
5+00
-20
-20
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 24000-200-400-600-800-1000-1200-1400-1600-1800-2000-2200-2400
10+00
-20
-20
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 24000-200-400-600-800-1000-1200-1400-1600-1800-2000-2200-2400
15+00
-20
-20
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 24000-200-400-600-800-1000-1200-1400-1600-1800-2000-2200-2400
20+00
-20
-20
0 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 24000-200-400-600-800-1000-1200-1400-1600-1800-2000-2200-2400
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
400'0 200'
NORTH SOUTH
NORTH SOUTH
NORTH SOUTH
NORTH SOUTH
20' 40'0
VERTICAL HORIZONTAL
SCALE: V:1"=20'; H:1"=200'
CDF-22 EXISTING CONDITIONS EAST-WEST CENTERLINE CROSS SECTIONSA1
AL
IC
E
KE
R L
PA
TR
IC
K
D U
FR
EN
E
PA
TR
IC
K
D U
FR
EN
E
JA
SO
N B
IN
ET
, P .E
SO
U
TH
-N O
R
TH
C R
O
SS
S
EC
TI
O
N S
C D
F-
E
XI
ST
IN
G C
O N
D
IT
IO
N
S
C-109
LEGEND
EXISTING GRADE
FINAL GRADE
CUT MATERIAL
FILL MATERIAL
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
EL
EV
AT
IO
N F
EE
T
(N
AV
D
EL
EV
AT
IO
N
F
EE
T (N
AV
D
FEET
FEET
FEET
FEET
N
EW
O R
LE
AN
S D
IS
TR
IC
T
N
EW
O R
LE
AN
S, L
O U
IS
IA
N A
W
2P
6C
JU
N
E
FI
LE
N U
M
BE
R
AN
SI
D
W
2P
6B A0
C
AL
C
AS
IE
U
R
IV
ER
A
N D
P
AS
S D
R
ED
G
ED
M
AT
ER
IA
L M
AN
AG
EM
EN
T
PL
AN
C
D F-
D
EG
R
AD
IN
G C
AM
ER
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
NOTES:
1. PROPOSED FINAL GRADE SHALL BE EL. +15.1 FEET (NAVD88).
2. IF EXCESS EXCAVATED MATERIAL IS ENCOUNTERED AFTER SITE HAS BEEN GRADED TO EL. +15.1 FEET (NAVD88), ALL ADDITIONAL MATERIAL SHALL BE SPREAD EVENLY WITHIN RIGHT OF WAY.
3. BEGINNING 100 FEET FROM THE EXISTING ROCK DIKE, THE CONTRACTOR SHALL PROVIDE A CONTINUOUS SLOPE
FROM THE PROPOSED FINAL GRADE TO THE TOP OF ROCK, PROVIDED THE ENTIRE FDDA AREA HAS BEEN FILLED.
4. SURVEY DATA WAS COLLECTED IN MARCH 2026 AND IS BASED ON NAVD88 (2009.55).
H -1
6-
M icr os of t C or po ra tio n
M ax ar
CN
ES
(2
6) D ist rib ut io n Ai rb us
D S
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS
0+00
5+00
5+00
10+00
+0
+0
+0
+0
25+00 25+00
114+89.82
MATCH LINE SHEET C-111
MATCH LINE SHEET C-112
MATCH LINE SHEET C-114
MATCH LINE SHEET C-111
EL
EV
AT
IO
N
STATION
DIKE CL PROFILE VIEW
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PLAN
NORTH
SCALE: 1"=100'
CDF-22 EXISTING CONDITIONS DIKE CL PLAN AND PROFILEH1 100' 200'0
100' 200'010' 20'0
VERTICAL HORIZONTAL
SCALE: V:1"=10'; H:1"=100'
CDF-22 EXISTING CONDITIONS DIKE CL PLAN AND PROFILEA1
H -1
6-
AL
IC
E
KE
R L
PA
TR
IC
K
D U
FR
EN
E
PA
TR
IC
K
D U
FR
EN
E
JA
SO
N B
IN
ET
, P .E
PL
AN
A
N D
P R
O
FI
LE
D
IK
E
C L
C D
F-
E
XI
ST
IN
G C
O N
D
IT
IO
N
S
C-110
N
EW
O R
LE
AN
S D
IS
TR
IC
T
N
EW
O R
LE
AN
S, L
O U
IS
IA
N A
W
2P
6C
JU
N
E
FI
LE
N U
M
BE
R
AN
SI
D
W
2P
6B A0
C
AL
C
AS
IE
U
R
IV
ER
A
N D
P
AS
S D
R
ED
G
ED
M
AT
ER
IA
L M
AN
AG
EM
EN
T
PL
AN
C
D F-
D
EG
R
AD
IN
G C
AM
ER
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
LEGEND
EXISTING GRADE
FINAL GRADE
CUT MATERIAL
FILL MATERIAL
NOTES:
1. PROPOSED FINAL GRADE SHALL BE EL. +15.1 FEET (NAVD88).
2. SURVEY DATA WAS COLLECTED IN MARCH 2026 AND IS BASED ON NAVD88 (2009.55).
+0
+0
35+00
35+00
+0
+0
45+00 45+00
+0
+0
+0
+0
M
ATCH LINE SHEET C-112
M
ATC
H
LIN
E SH
EET C
-113
M
ATCH LINE SHEET C-111
M
ATC
H
LIN
E SH
EET C
-112
EL
EV
AT
IO
N
STATION
DIKE CL PROFILE VIEW
28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PLAN
NORTH
100' 200'0
100' 200'010' 20'0
VERTICAL HORIZONTAL
H -1
6-
AL
IC
E
KE
R L
PA
TR
IC
K
D U
FR
EN
E
PA
TR
IC
K
D U
FR
EN
E
JA
SO
N B
IN
ET
, P .E
PL
AN
A
N D
P R
O
FI
LE
D
IK
E
C L
C D
F-
E
XI
ST
IN
G C
O N
D
IT
IO
N
S
C-111
SCALE: 1"=100'
CDF-22 EXISTING CONDITIONS DIKE CL PLAN AND PROFILEH1
SCALE: V:1"=10'; H:1"=100'
CDF-22 EXISTING CONDITIONS DIKE CL PLAN AND PROFILEA1
N
EW
O R
LE
AN
S D
IS
TR
IC
T
N
EW
O R
LE
AN
S, L
O U
IS
IA
N A
W
2P
6C
JU
N
E
FI
LE
N U
M
BE
R
AN
SI
D
W
2P
6B A0
C
AL
C
AS
IE
U
R
IV
ER
A
N D
P
AS
S D
R
ED
G
ED
M
AT
ER
IA
L M
AN
AG
EM
EN
T
PL
AN
C
D F-
D
EG
R
AD
IN
G C
AM
ER
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
LEGEND
EXISTING GRADE
FINAL GRADE
CUT MATERIAL
FILL MATERIAL
NOTES:
60+00
60+00
65+00
65+00
70+00 70+00
75+00
80+00 80+00
+0
0MATCH LINE SHEET C-113 M
AT
CH
L
IN
E
SH
EE
T C-
M
AT
CH
L
IN
E
SH
EE
T C-
MATCH LINE SHEET C-112
EL
EV
AT
IO
N
STATION
DIKE CL PROFILE VIEW
57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00 86+00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PLAN
NORTH
100' 200'0
100' 200'010' 20'0
VERTICAL HORIZONTAL
H -1
6-
AL
IC
E
KE
R L
PA
TR
IC
K
D U
FR
EN
E
PA
TR
IC
K
D U
FR
EN
E
JA
SO
N B
IN
ET
, P .E
PL
AN
A
N D
P R
O
FI
LE
D
IK
E
C L
C D
F-
E
XI
ST
IN
G C
O N
D
IT
IO
N
S
C-112
SCALE: 1"=100'
CDF-22 EXISTING CONDITIONS DIKE CL PLAN AND PROFILEH1
SCALE: V:1"=10'; H:1"=100'
CDF-22 EXISTING CONDITIONS DIKE CL PLAN AND PROFILEA1
N
EW
O R
LE
AN
S D
IS
TR
IC
T
N
EW
O R
LE
AN
S, L
O U
IS
IA
N A
W
2P
6C
JU
N
E
FI
LE
N U
M
BE
R
AN
SI
D
W
2P
6B A0
C
AL
C
AS
IE
U
R
IV
ER
A
N D
P
AS
S D
R
ED
G
ED
M
AT
ER
IA
L M
AN
AG
EM
EN
T
PL
AN
C
D F-
D
EG
R
AD
IN
G C
AM
ER
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
LEGEND
EXISTING GRADE
FINAL GRADE
CUT MATERIAL
FILL MATERIAL
NOTES:
0+
0+
85+00
85+00
90+00
90+00
+0
+0
100+00
100+00
105+00
105+00
0+
0+
4+
.8
4+
.8
MATCH LINE SHEET C-113
MATCH LINE SHEET C-114
M
ATC
H
LIN
E SH
EET C
-114
EL
EV
AT
IO
N
STATION
DIKE CL PROFILE VIEW
86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 114+90
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
PLAN
NORTH
100' 200'0
100' 200'010' 20'0
VERTICAL HORIZONTAL
H -1
6-
AL
IC
E
KE
R L
PA
TR
IC
K
D U
FR
EN
E
PA
TR
IC
K
D U
FR
EN
E
JA
SO
N B
IN
ET
, P .E
PL
AN
A
N D
P R
O
FI
LE
D
IK
E
C L
C D
F-
E
XI
ST
IN
G C
O N
D
IT
IO
N
S
C-113
SCALE: 1"=100'
CDF-22 EXISTING CONDITIONS DIKE CL PLAN AND PROFILEH1
SCALE: V:1"=10'; H:1"=100'
CDF-22 EXISTING CONDITIONS DIKE CL PLAN AND PROFILEA1
N
EW
O R
LE
AN
S D
IS
TR
IC
T
N
EW
O R
LE
AN
S, L
O U
IS
IA
N A
W
2P
6C
JU
N
E
FI
LE
N U
M
BE
R
AN
SI
D
W
2P
6B A0
C
AL
C
AS
IE
U
R
IV
ER
A
N D
P
AS
S D
R
ED
G
ED
M
AT
ER
IA
L M
AN
AG
EM
EN
T
PL
AN
C
D F-
D
EG
R
AD
IN
G C
AM
ER
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
LEGEND
EXISTING GRADE
FINAL GRADE
CUT MATERIAL
FILL MATERIAL
NOTES:
0+00
0 10 200-10-20
5+00
0 10 200-10-20
10+00
0 10 200-10-20
15+00
0 10 200-10-20
20+00
0 10 200-10-20
25+00
0 10 200-10-20
30+00
0 10 200-10-20
35+00
0 10 200-10-20
40+00
0 10 200-10-20
45+00
0 10 200-10-20
50+00
0 10 200-10-20
55+00
0 10 200-10-20
60+00
0 10 200-10-20
65+00
0 10 200-10-20
70+00
0 10 200-10-20
75+00
0 10 200-10-20
80+00
0 10 200-10-20
85+00
0 10 200-10-20
90+00
0 10 200-10-20
95+00
0 10 200-10-20
100+00
0 10 200-10-20
105+00
0 10 200-10-20
110+00
0 10 200-10-20
114+89.82
0 10 200-10-20
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N
F
ET
T (N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
INTERIOR SIDE EXTERIOR SIDE
EL
EV
AT
IO
N F
ET
T
(N
AV
D
FEET
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
20' 40'020' 40'0
VERTICAL HORIZONTAL
SCALE: V:1"=20'; H:1"=20'
CDF-22 EXISTING CONDITIONS DIKE CROSS SECTIONSA1
H -1
6-
AL
IC
E
KE
R L
PA
TR
IC
K
D U
FR
EN
E
PA
TR
IC
K
D U
FR
EN
E
JA
SO
N B
IN
ET
, P .E
D
IK
E
C R
O
SS
S
EC
TI
O
N S
C D
F-
E
XI
ST
IN
G C
O N
D
IT
IO
N
S
C-114
LEGEND
EXISTING GRADE
FINAL GRADE
N
EW
O R
LE
AN
S D
IS
TR
IC
T
N
EW
O R
LE
AN
S, L
O U
IS
IA
N A
W
2P
6C
JU
N
E
FI
LE
N U
M
BE
R
AN
SI
D
W
2P
6B A0
C
AL
C
AS
IE
U
R
IV
ER
A
N D
P
AS
S D
R
ED
G
ED
M
AT
ER
IA
L M
AN
AG
EM
EN
T
PL
AN
C
D F-
D
EG
R
AD
IN
G C
AM
ER
O N
P
AR
IS
H
, L O
U
IS
IA
N
A
NOTES:
| ED-26-021 CDF-22 Degrade G-01 Cover Esign- Signed |
| CDF-22 Plans |
| CDF-22 P&P Post BCOES |
| Sheets and Views |
| CDF-22 P&P Post BCOES-C-00 (4) |
| CDF-22 Post BCOE Cert Plans |
| CDF-22 Cover Post BCOES |
| Sheets and Views |
| CDF-22 Cover & Vic Post BCOES-ANSI 'D' COVER |
| CDF-22 Vic Post BCOES |
| Sheets and Views |
| CDF-22 Cover & Vic Post BCOES-VICINITY |
| CDF-22 Vic II Post BCOES |
| Sheets and Views |
| CDF-22 Cover & Vic Post BCOES-VICINITY (2) |
| CDF-22 ROW Post BCOES |
| Sheets and Views |
| CDF-22 ROW Post BCOES-SHET (2) |
| CDF-22 X-Sec Layout Post BCOES |
| Sheets and Views |
| CDF-22 X-Sec Layout Post BCOES-C-00 (1) |
| CDF-22 N-S X-Sec Post BCOES |
| Sheets and Views |
| CDF-22 N-S X-Sec Post BCOES-Section Sheet - (1) |
| CDF-22 N-S X-Sec II Post BCOES |
| Sheets and Views |
| CDF-22 N-S X-Sec Post BCOES-Section Sheet - (2) |
| CDF-22 N-S X-Sec III Post BCOES |
| Sheets and Views |
| CDF-22 N-S X-Sec Post BCOES-Section Sheet - (3) |
| CDF-22 N-S X-Sec IIII Post BCOES |
| Sheets and Views |
| CDF-22 N-S X-Sec Post BCOES-Section Sheet - (4) |
| CDF-22 N-S X-Sec IIIII Post BCOES |
| Sheets and Views |
| CDF-22 N-S X-Sec Post BCOES-Section Sheet - (5) |
| CDF-22 E-W X-Sec Post BCOES |
| Sheets and Views |
| CDF-22 E-W X-Sec Post BCOES-Section Sheet - (6) |
| CDF-22 Dike PP Post BCOES |
| Sheets and Views |
| CDF-22 Dike X-Sec Post BCOES-C-00 (14) |
| CDF-22 Dike PP II Post BCOES |
| Sheets and Views |
| CDF-22 Dike X-Sec Post BCOES-C-00 (15) |
| CDF-22 Dike PP III Post BCOES |
| Sheets and Views |
| CDF-22 Dike X-Sec Post BCOES-C-00 (16) |
| CDF-22 Dike PP IIII Post BCOES |
| Sheets and Views |
| CDF-22 Dike X-Sec Post BCOES-C-00 (17) |
| CDF-22 Dike X-Sec Post BCOES |
| Sheets and Views |
| CDF-22 Dike X-Sec Post BCOES-C-00 - (1) |
File details come from the government source that posted it. Updated .