Drawings.pdf
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LITTLE LAKE NR CUTOFF
USCG STATION NO. 07380335 (NGVD29),
X = 3,647,217.87 AND Y = 371,871.74,
SEE C-03, NOTE 14.
NOTE:
SEE NOTE 10, DWG. C-03.
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97-41M
CB
GENERAL NOTES:
INDEX OF DRAWINGSNO.
DESCRIPTIONBENCH
MARKS
TABULATION OF BENCHMARK
ELEVATION
COVER SHEETC-01
C-02
C-04
GENERAL CROSS-REFERENCING SYMBOLS
SECTION/DETAIL TITLE
ON SAME DRAWING
(CENTERED UNDER
SECTION/DETAIL)
SECTION/DETAIL TITLE
ON ANOTHER DRAWING
(CENTERED UNDER
SECTION/DETAIL)
VIEW SUBTITLE
(CENTERED UNDER
EACH VIEW)
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
A
99/999
DETAIL/SECTION
SCALE:
TOP FRONT SIDE
ELEVATION SECTION
A
SECTION CUT W/
VIEW SHOWN ON
SAME DRAWING
SECTION CUT W/
VIEW SHOWN ON
ANOTHER DRAWING
DETAIL SYMBOL W/
VIEW SHOWN ON
ANOTHER DRAWING
DETAIL SYMBOL W/
VIEW SHOWN ON
SAME DRAWING
99/999
A
ABBREVIATIONS
EXIST
MAX
MIN
SST
TYP
EXISTING
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
BASELINE
FLOOD SIDE
VERTICAL
DIAMETER
P/S
L/S
FS&M
EXPANSION JOINT
STATION
DRAWINGDWG
HEIGHT
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
B/L
EL.
EX
DIA
EJ
FT
HT
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGND
S/P WIDTH
WATER MAINWM
W
MISC
LANDWARDL/W
GENERAL LEGEND
Ex
P.I. POINT
FIRE HYDRANT
MANHOLE
CATCHBASIN
WATER VALVE
FILL
CUT
SHEETPILE
BORING LOCATION
AND NUMBER
LEVEE
EXISTING GAS
EXISTING FENCE
EXISTING
OVERHEAD P0WER
WATERMAIN
EXISTING
SANITARY SEWER
CP
RIGHT OF WAY
CONSTRUCTION
EASEMENT
EXISTING CULVERT
PIPE
C/EWxSSxGx
POWER POLE
AZ AZIMUTH
F/S
PROTECTED SIDE
LAND SIDE
FERTILIZE, SEED AND MULCH
ELEVATION
EXISTING
EXIST EXISTING
V
H HORIZONTAL
DIST DISTANCE
P.I. POINT OF INFLECTION
STA
FEET
SHEET PILE
N.T.S. NOT TO SCALE
P/L PIPELIINE
R/W RIGHT OF WAY
MISCELLANEOUS
C-05
C-06
C-07
C-08
C-09
VICINITY AND LOCATION MAPS
INDEX OF DRAWINGS, BENCHMARK AND GENERAL NOTES
C-10
PBM
09-139C-1 LAT: 29° 31’ 31.006" N
LONG: 90° 16’ 44.703" W
X: 3,616,120.370 Y: 374,401.472
LAT: 29° 32’ 14.131" N
LONG: 90° 16’ 45.574" W
X: 3,616,003.318 Y: 378,756.738
PBM
09-139C-2
MONUMENT LOCATION: FROM THE INTERSECTION OF HWY 308 AND EAST 36TH ST.
TRAVEL EAST ON EAST 36TH ST. UNTIL THE ROAD INTERSECTS THE LEVEE. TURN
RIGHT ONTO THE LEVEE AND TRAVEL SOUTH 0.80 MILES TO STATION ON RIGHT.
THE STATION IS A 3-1/2" BRASS CAP STAMPED 09-139C-2, 2009, 09-139C. THE CAP
IS 108.6’ FROM THE ENTERLINE OF LEVEE, 12’ WEST OF A DITCH AND 15’ EAST OF
A CANE FIELD.
MONUMENT DESCRIPTION: BRASS CAP STAMPED, 09-139C-2
MONUMENT LOCATION: FROM THE INTERSECTION OF HWY 308 AND EAST 36TH ST.
TRAVEL EAST UNTIL THE ROAD INTERSECTS THE LEVEE, TURN RIGHT ONTO LEVEE
AND TRAVEL SOUTH 1.7 MILES TO THE STATION ON THE RIGHT. THE STATION IS A
3-1/2" BRASS CAP STAMPED 09-139C-1, 2009, 09-139C. THE CAP IS 99.4’ WEST OF
THE LEVEE, 151.4’ NORTH OF THE LEVEE AND 15’ EAST OF A DITCH.
MONUMENT DESCRIPTION: BRASS CAP STAMPED, 09-139C-1
MONUMENT LOCATION: FROM THE INTERSECTION OF HWY 308 AND EAST 36TH ST.
TRAVEL EAST UNTIL THE ROAD INTERSECTS THE LEVEE. TURN RIGHT ONTO LEVEE
AND TRAVEL SOUTH FOR 0.20 MILES TO THE STATION ON THE RIGHT. THE STATION
IS A BRASS CAP STAMPED 09-139C-3, 2009, 09-139C . THE CAP IS 106.4’ FROM THE
CENTERLINE OF LEVEE.
MONUMENT DESCRIPTION: BRASS CAP STAMPED, 09-139C-3
PBM
09-139C-3 LAT: 29° 32’ 40.211" N
LONG: 90° 16’ 41.451" W
X: 3,616,343.247 Y: 381,394.422
C-02a
C-03
FLOTATION ACCESS MAP
TYPICAL LEVEE SECTIONS
CROSS SECTIONS
CROSS SECTIONS
TABULATIONS
FLOTATION & VEHICLE ACCESS
STA.264+61 B/L TO STA.315+68 B/L, PLAN VIEW
STA.315+68 B/L TO STA.372+39 B/L, PLAN VIEW
C-11
C-12
STAGE HYDROGRAPH, LAFOURCHE CONTROL STRUCTURE - (GULF SIDE)
STA.210+90.62 B/L TO STA.264+61 B/L, PLAN VIEW
NOTE:
HORIZONTAL COORDINATES ARE NOT BASED UPON LOUISIANA STATE PLAN COORDINATE
SYSTEM. THE HORIZONTAL CONTROL COORDINATES PROVIDED ARE BASED UPON A LOCAL
GRID SYSTEM AS REFERENCED TO EXISTING LEVEE RIGHT OF WAY MONUMENTATION.
LIMIT OF CONSTRUCTION
(L.O.C.)
EL. -5.84
EPOCH: 2004.65
(NAVD88)
EL. -6.60
EPOCH: 2004.65
(NAVD88)
EL. -4.73
EPOCH: 2004.65
(NAVD88)
STAGE HYDROGRAPH, LITTLE LAKE NR CUTOFF
1. THE DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL POINTS ARE
AVAILABLE FROM THE NEW ORLEANS DISTRICT SURVEY SECTION (504) 862-2995.
2. ORIGINAL DATA COMPILED NAD 83 (2007) US SURVEY FOOT UNLESS OTHERWISE NOTED.
3. ELEVATIONS REFER TO NAVD88 (2004.65) UNLESS OTHERWISE NOTED.
4. INSIDE PLAN AREAS, POLYCONIC PROJECTION 1983 NORTH AMERICAN DATUM
IS REPRESENTED BY SOLID TICKS AND LAMBERT CONFORMAL CONIC PROJECTION
IS REPRESENTED BY DASHED TICKS.
5. AERIAL PHOTOGRAPHY FLOWN (2008 YEAR) ON DRAWINGS C-02, C02a, C-05, C-06 AND C-07.
6. ALL AZIMUTHS ARE TRUE NORTH AZIMUTHS TURNED IN A CLOCKWISE (POSITIVE)
DIRECTION FROM 0° 00� 00� (DUE NORTH).
7. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-) ARE APPROXIMATE.
8. ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE WITH
EM 385-1-1 OSHA AND ENTERGY REQUIREMENTS.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING AND/OR REPLACING ALL
DAMAGED LEVEE EMBANKMENT CAUSED BY THEIR OPERATIONS.
10. FLOTATION ACCESS SHALL BE FROM FROM LITTLE LAKE TO BAY L’OURS, TO THE OILFIELD CANAL
EXTENDING TO THE ADJACENT LEVEE BORROW CANAL. THE CONTRACTOR SHOULD TAKE
INTO CONSIDERATION LIGHT- LOADING THE ROCK BARGE FOR ACCESS ALONG THE OIL FIELD CANALS.
11. THE CONTRACTOR WILL BE RESPONSIBLE FOR PRELIMIARY INVESTIGATION, PRIOR TO
BIDDING THIS CONTRACT TO DETERMINE FLOTATION REQUIREMENTS.
12. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COST ASSOCIATED WITH ANY
EXCAVATION THAT MAY BE REQUIRED FOR FLOTATION TO JOBSITE. ALL COST ASSOCIATED
WITH FLOTATION SHALL BE DISTRIBUTED EVENLY THROUGH OUT THE BID ITEMS.
13. VEHICLE AND EQUIPMENT ACCESS SHALL BE TO THE JOBSITE VIA LA. HWY. 308,
ONTO EAST 36TH STREET TO AN EXISTING SHELL ROAD LOCATED WITHIN THE CLOVELLY
FARMS PROPERTY, EXTENDING BACK TO THE LEVEE.
14. THE USGS GAGE IN PROVIDED FOR INFORMATION. THE COE GAGE AT THE FLOODGATE
IS NOT MAINTAINED AND IS FOR INFORMATION ONLY. SEE DWG. C-09 AND C-10
FOR WATER SURFACE ELEVATIONS HISTORY (STAGE HYDROGRAPH).
:1
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C-04
T A
B U
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N S
212+59.37
213+45.40
209+89.35
232+51.51
232+51.88
253+33.93
253+33.34
274+53.00
274+53.00
296+26.11
296+25.41
319+47.08
322+07.31
322+74.99
322+53.20
348+02.95
348+03.53
524.6’
317.3’
103.9’
108.9’
321.1’
112.8’
317.3’
126.4’
483.3’
115.8’
314.3’
219.2’
317.9’
122.1’
491.1’
118.4’
311.6’
3,609,558.36
3,609,849.34
3,610,273.41
3,611,993.99
3,612,006.50
3,614,075.68
3,614,086.58
3,616,109.90
3,616,550.93
3,616,056.34
3,616,486.19
3,615,991.97
3,616,433.27
3,616,399.02
3,616,841.77
3,616,326.78
3,616,756.63
373,930.32
374,186.32
373,768.54
374,249.06
373,819.24
374,309.30
373,879.43
374,353.56
373,933.06
376,422.65
376,433.78
378,860.08
378,437.90
378,867.36
378,445.20
381,296.30
381,307.61
DISTANCES MEASURED
FROM BASELINE
AZIMUTH
PROTECTED
SIDE
FLOOD
SIDE
B/L STATION
EXISTING RIGHT-OF- WAY
TABULATIONS
STATE PLANE
COORDINATES
X Y
R/W POINT
NUMBER
269° 34’ 54.29"
302° 57’ 7.19"
48° 40’ 22.49"
358° 23’ 1"
178° 23’ 1"
358° 28’ 10.4"
178° 28’ 10.4"
317° 0’ 15.1"
312° 45’ 17.41"
268° 25’ 23.43"
88° 25’ 23.43"
306° 16’ 51.19"
178° 21’ 18.67"
315° 36’ 41.23"
130° 36’ 8.78"
268° 34’ 8.68"
88° 34’ 8.68"
3,616,253.93
3,616,673.97
3,613,926.19
3,613,914.88
3,611,498.54
3,611,486.14
3,609,179.05
3,609,169.07
3,607,317.68
3,607,305.65
3,605,548.91
384,476.33
384,916.14
384,422.57
384,852.42
384,350.86
384,780.68
384,285.45
384,715.34
384,251.52
384,681.37
384,184.78
384,614.47
NEW ORLEANS DISTRICT
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374,000
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29°31’30"
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C-05
:1
E D
-1
-0
C -0
C
.D G
N
S T
A .2
.6
B
/L T
O S
T A
.2
B
/L
P L
A N
V
IE
W
NOTE:
FLOTATION ACCESS ONLY THIS SHEET.
NO STONE PROTECTION WORK REQUIRED.
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
P L
O T
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
S E
C T
IO
N
E -N
O R
T H
A N
S I
D
/0
/2
H -8
-4
D H
U E
T E
L A
R O
S E
T O
G O
L D
E N
M E
A D
O W
L
O U
IS
IA
N A
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N L
E V
E E
L A
F O
U R
C H
E P
A R
IS
H
L
O U
IS
IA
N A
JI
M
M Y
G A
U T
R E
A U
X
T W
R
IG
H T
-J A
N -2
T
W
A D
E W
R
IG
H T
H U
R R
IC
A
N E
D A
M A
G E
R E
H A
B
IL
IT
A
T
IO
N
0200’ 200’ 400’ 600’ 800’
PLAN
SCALE: 1’’ = 200’
N
STA.210+90.62 B
/L
319°11’35.4"
STA.211+78.10 B/L
332° 9 ’32.6"
STA.212+59.37 B/L
357°38’23.0"
S T A
.213+
45.40 B
/L
22°49’33.4"
S T
A .2
.2
B
/L
46°29’40.5"
S T
A .2
.5
B
/L
°3
’4
.3
S T
A .2
.6
B
/L
88°54’ 5.6"
S T
A .2
.5
B
/L
88°59’27.5" 89° 0’20.8"
CLOVELLY FARMS
F L O
T A
T
IO
N A
C C
E S S
EXISTING LEVEE ROW
EXISTING LEVEE ROW
BASELINE TRAVERSE T09173.830
(SEE SPECS FOR TABULATION)
STONE ENERGY DOCK
STA.253+99 B/L
(DO NOT DISTURB)
3,615,000
3,615,000
,0
,0
90°16’45"
°3
’3
°3
’4
°3
°3
’1
°3
’3
°3
’4
°3
°3
’1
C-06
:1
E D
-1
-0
C -0
C
.D G
N
MATCH LINE
STA.264+61 B/L
M A
T C
H L
IN
E
S T
A .3
B
/L
S T
A .2
B
/L T
O S
T A
.3
B /L
P L
A N
V
IE
W
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
P L
O T
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
S E
C T
IO
N
E -N
O R
T H
A N
S I
D
/0
/2
H -8
-4
D H
U E
T E
L A
R O
S E
T O
G O
L D
E N
M E
A D
O W
L
O U
IS
IA
N A
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N L
E V
E E
L A
F O
U R
C H
E P
A R
IS
H
L
O U
IS
IA
N A
JI
M
M Y
G A
U T
R E
A U
X
T W
R
IG
H T
-J A
N -2
T
W
A D
E W
R
IG
H T
H U
R R
IC
A
N E
D A
M A
G E
R E
H A
B
IL
IT
A
T
IO
N
0200’ 200’ 400’ 600’ 800’
PLAN
SCALE: 1’’ = 200’
N
S T
A .2
.0
B
/L
° 0 ’2
.8
S T A
.2 .0
B
/L
79°28’32.6"
S T A
.2 .3
B
/L
°4
’1
.8
S T
A .2
.1
B
/L
°2
’1
.1
S T
A .2
.6
B
/L
359° 4’49.4"
S T
A .3
.8
B
/L
358°57’ 1.5"
S T A
.3 .9
B
/L
°5
’2
.3
STA.319+55.08 B/L
°4
’2
.2
STA.320+21.02 B/L
78°45’25.0"
STA.322+17.89 B/L
°5
’5
.3
ST
A
.3
+53 .2
B /L 7
5°5 4’4
5.8
S T
A .3
.9
B
/L
6°
’2
1.
2"
S T
A .3
.8
B
/L
°5
’4
.1
° 0
’2
.8
358°57’ 1.5"
430’
STA.322+00B/L
BENCHMARK
09-139C-2
CLOVELLY FARMS
BENCHMARK
09-139C-1
FLO
TA
TIO
N
A C
C
ESS
FLOTATION ACCESS
S T
A .3
B
/L
F
IE
L D
V E
R
IF
Y
L
IM
IT
O
F E
R O
S
IO
N P
R O
T E
C T
IO
N
(T
IE
-I N
W
IT
H E
X
IS
T
IN
G R
IP
R
A P
T
IE
-I N
W
IT
H E
X
IS
T
IN
G R
IP
R
A P
S T
A .2
B
/L
EXISTING LEVEE ROW
EXISTING LEVEE ROW
BASELINE TRAVERSE T09173.83
(SEE SPECS FOR TABULATION)
TIE-IN WITH EXISTING RIPRAP
STA.273+90 B/L +/-
LIMIT OF EROSION PROTECTION
STA.268+90 B/L +/-
NO WORK
AREA
F L
O T
A T
IO
N
A C
C E
S S
F L
O T
A T
IO
N
A C
C E
S
90°16’30"
90°16’45"
90°16’30"
°3
’1
°3
’3
°3
’4
°3
°3
’1
°3
’3
°3
’4
°3
C-07
:1
E D
-1
-0
C -0
C
.D G
N
M A
T C
H L
IN
E
S T
A .3
B
/L
S T
A .3
B
/L T
O S
T A
.3
B /L
P L
A N
V
IE
W
S T
A .3
B
/L
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
P L
O T
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
S E
C T
IO
N
E -N
O R
T H
A N
S I
D
/0
/2
H -8
-4
D H
U E
T E
L A
R O
S E
T O
G O
L D
E N
M E
A D
O W
L
O U
IS
IA
N A
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N L
E V
E E
L A
F O
U R
C H
E P
A R
IS
H
L
O U
IS
IA
N A
JI
M
M Y
G A
U T
R E
A U
X
T W
R
IG
H T
-J A
N -2
T
W
A D
E W
R
IG
H T
H U
R R
IC
A
N E
D A
M A
G E
R E
H A
B
IL
IT
A
T
IO
N
0200’ 200’ 400’ 600’ 800’
PLAN
SCALE: 1’’ = 200’
N
S T
A .3
.8
B
/L
S T A
.3 .9
B
/L
°5
’2
.3
STA.319+55.08 B/L
°4
’2
.2
STA.320+21.02 B/L
78°45’25.0"
STA.322+17.89 B/L
°5
’5
.3
ST
A
.3
+53 .2
B /L 7
5°5 4’4
5.8
S T
A .3
.9
B
/L
6°
’2
1.
2"
S T
A .3
.8
B
/L
°5
’4
.1
S T
A .3
.5
B
/L
358°56’48.1"
S T
A .3
.8
B
/L
359° 5’48.6"
ST
A
.380+19.45 B /L
358°57’ 1.5"
359° 5’13.4"
STA.322+00B/L
FLOTATION ACCESS
BENCHMARK
09-139C-3
CLOVELLY FARMS
BENCHMARK
09-139C-2
S T
A .3
B
/L
L
IM
IT
O
F E
R O
S
IO
N P
R O
T E
C T
IO
N
(T
IE
-I N
W
IT
H E
X
IS
T
IN
G R
IP
R
A P
EXISTING LEVEE ROW
EXISTING LEVEE ROW
BASELINE TRAVERSE T09173.830
(SEE SPECS FOR TABULATION)
F L
O T
A T
IO
N
A C
C E
C-08
D
-1
-0
C -0
T S
.D
G N
T Y
P
IC
A L
L E
V E
E S
E C
T
IO
N :1
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
P L
O T
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
S E
C T
IO
N
E -N
O R
T H
A N
S I
D
/0
/2
H -8
-4
D H
U E
T E
L A
R O
S E
T O
G O
L D
E N
M E
A D
O W
L
O U
IS
IA
N A
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N L
E V
E E
L A
F O
U R
C H
E P
A R
IS
H
L
O U
IS
IA
N A
JI
M
M Y
G A
U T
R E
A U
X
T W
R
IG
H T
-J A
N -2
T
W
A D
E W
R
IG
H T
H U
R R
IC
A
N E
D A
M A
G E
R E
H A
B
IL
IT
A
T
IO
N
NOT TO SCALE
S L
P
S L
P
S L
P
S L
P
P S
T
S L
P
S L
P
P S
C
F S
S N
D
S N
D
S N
D
S N
D
S N
D
-1.8
-74.6
-.5
-64.0
.9
-53.3
1.5
-43.3
2.3
-35.4
4.0
-25.6
6.2
-16.7
8.6
-7.6
8.9
-.1
8.8
4.7
7.1
14.3
4.9
23.3
2.5
32.2
.8
35.9
-2.7
49.6
-1.8
54.7
-2.6
65.0
-3.5
74.6
-5.2
84.7
-6.2
94.7
-6.6
99.7
-7.0
104.6
-7.7
109.7
-8.0
114.8
-8.4
119.8
-8.1
125.0
-8.7
129.8
-8.8
134.7
-8.8
140.0
-8.6
144.7
-9.3
149.6
-9.7
154.8
-11.2
159.6
-12.9
164.8
-13.9
169.8
-14.3
174.7
-14.3
180.0
-14.3
184.7
-14.1
189.9
-12.0 194.9
-12.6
200.0
-11.3
204.8
-9.5
209.6
-8.5
214.6
.0
SECTION TAKEN @ 290+03.00
WATER SURFACE
2’ 4’
NOT TO SCALE
SHEET PILE CUTOFF
PLACEMENT ALONG BANKLINE
FLOTATION ACCESS
(LIGHT LOAD BARGE)
TO FOLLOW EXISTING BANKLINE
DISTANCE VARIES WITH BANKLINE
APPROX. 2.0-FOOT STICK-UP
REMOVE VEGETATION ALONG BANK
FOR INSTALLATION OF SHEETS AND
PLACEMENT OF RIPRAP
(FIELD ADJUSTED BY COE REPRESENTATIVE)
NOTES:
11-FOOT LONG VINYL SHEET PILE
C/L
LEVEE
B/L
1. SEE DWG. C-03, NOTE 14.
SEE
NOTE 1
SEE
NOTE 1
TYPICAL DAMAGE PROTECTION - LOCATION
TYPICAL DAMAGE PROTECTION - DESIGN SECTION
PROTECTION SYSTEM
C/L PROTECTION
RIPRAP
PLACED TO TOP OF SHEET AND
HAND PLACEMENT MAY BE REQUIRED.RIPRAP
STA.268+90 +/- B/L TO STA.318+00 B/L +/- (4,910-FEET)
(NOT CONTINUOUS, SEE PLAN)
2. SEE SPECS. FOR REQUIRED DRAINAGE OUTLETS.
C-09
:1
E D
-1 -0
C
-0 H
.D
G N
S T
A G
E H
Y D
R O
G R
A P
H
L A
F O
U R
C H
E C
O N
T R
O L
S T
R U
C T
U R
E
(G U
L F
S
ID
E
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
-4
-2
-4
-2
-4
-2
-4
-2
-4
-2
-4
-2
-4
-2
-4
-2
STAGE HYDROGRAPH
LAFOURCHE CONTROL STRUCTURE
(GULF SIDE) STATION NO. 82260
NAVD88 (-.98)
G A
G E
R E
A D
IN
G
S I
N F
E E
T N
A V
D
G A
G E
R E
A D
IN
G
S I
N F
E E
T N
A V
D
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
P L
O T
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
S E
C T
IO
N
E -N
O R
T H
A N
S I
D
/0
/2
H -8
-4
D
H U
E T
E
L A
R O
S E
T O
G O
L D
E N
M E
A D
O W
L
O U
IS
IA
N A
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N L
E V
E E
L A
F O
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C H
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A R
IS
H
L
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IS
IA
N A
JI
M
M Y
G A
U T
R E
A U
X
T
W R
IG
H
T
-J
A N
-2
T
W A
D E
W R
IG
H
T
H U
R R
IC
A
N E
D A
M A
G E
R E
H A
B
IL
IT
A
T
C-10
:1
E D
-1 -0
C
-1 H
.D
G N
S T
A G
E H
Y D
R O
G R
A P
H
L
IT
T L
E L
A K
E N
R C
U T
O F
F
G A
G E
R E
A D
IN
G
S I
N F
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T N
A V
D
G A
G E
R E
A D
IN
G
S I
N F
E E
T N
A V
D
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20 10 20
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
-2
-1
-2
-1
-2
-1
-2
-1
-2
-1
-2
-1
-2
-1
-2
-1
STAGE HYDROGRAPH
LITTLE LAKE NR CUTOFF
USGS STATION NO. 07380335
(NAVD29)
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
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A M
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D W
N B
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C K
D B
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D B
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S C
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P L
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D A
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D A
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M A
R K
D E
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R
IP
T
IO
N
C O
N T
R A
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N O
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
U .S
A
R M
Y C
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P S
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G
IN
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IA
N A
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N
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D
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H -8
-4
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E
L A
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M E
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C-11
D
-1 -0
C
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C R
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S S
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T
IO
N S
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
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D B
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D E
S C
R
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2 3
C
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A
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M A
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A P
P R
D A
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F
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B E
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B M
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T
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B Y
P L
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S C
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P L
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D A
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D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
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N S
L
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IS
IA
N A
S E
C T
IO
N
E -N
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T H
A N
S I
D
/0
/2
H -8
-4
D H
U E
T E
L A
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T O
G O
L D
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M E
A D
O W
L
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IS
IA
N A
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IC
A
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P R
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IO
N L
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L A
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H
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IA
N A
JI
M
M Y
G A
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IG
H T
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N -2
T
W
A D
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R
IG
H T
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R R
IC
A
N E
D A
M A
G E
R E
H A
B
IL
IT
A
T
IO
N
N G
T B
C L
C A
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N
G R
N
G R
N
T O
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P
S L
P
S L
P
S L
P
P S
T
S L
P
S L
P
P S
C
B L
F S
F S
W E
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
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N G
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N
G R
N
G R
N
T O
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P
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P
S L
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S L
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T
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C
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S N
D
S N
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S N
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S N
D
S N
D
S N
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S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
N G
T B
C L C
A T
B G R
N
G R
N
G R
N
T O
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P
S L
P
S L
P
P S
T
S L
P
S L
P
S L
P P S
C
B L
F S
F S
W E
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D S N
D
S N
D
S N
D
S N
D
S N
D
S N
D S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
N G
N G
N G
T B
C L C
A T
B G R
N
T O
E T O
P
S L
P
S L
P
P S
T
S L
P
S L
P
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P
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P P S
C
B L
F S
F S
W E
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
-20
-6.6
-143.9
-6.6
-139.3
-9.0
-134.5
-6.2
-129.0
-6.3
-128.2
-5.8
-123.1
-5.8
-113.3
-5.5
-104.3
-4.9
-94.0
-2.1
-83.1
-1.4
-73.3
-.5
-63.4
.5
-53.2
1.1
-43.4
2.2
-33.6
3.8
-26.3
6.2
-16.1
8.4
-6.9
8.6
.0
8.5
4.6
8.1
7.1
5.9
16.6
3.8
26.1
1.9
36.0
.9
39.2
1.3
42.5
-1.9
52.8
-1.3
57.6
-1.0
62.5
-1.0
67.6
-1.4
72.5
-3.2
77.6
-3.7
82.6
-4.3
87.7
-4.8
92.7
-5.3
97.6
-5.9
102.8
-6.2
107.6
-6.4
112.9
-6.9
117.7
-7.6
122.7
-7.7
127.8
-8.0
132.6
-8.4
137.6
-8.8
142.6
-9.4
147.7
-10.9
152.7
-12.4
157.7
-13.6
162.7
-13.0
167.5
-13.4
172.9
-14.3
177.9
-14.3
182.9
-14.6
187.8
-14.3
192.8
-14.1
197.6
-13.6
202.9
-13.9
207.6
-14.4
212.6
-14.5
217.6
-14.4
222.6
-13.8
227.8
-12.1
232.9
-11.2
237.9
-9.3
242.8
-8.5
247.7
-8.1
252.8
-7.5
257.6
-7.1
262.6
-6.3
267.8
-5.5
272.7
-4.9
277.8
-4.4
282.6
-3.9
287.7
-3.5
292.6
-3.2
297.6
-1.8
302.6
-1.7
307.5
280+03.00
-20
-7.1
-147.3
-8.0
-141.3
-9.5
-138.1
-7.1
-133.8
-6.8
-133.3
-6.2
-124.0
-5.8
-113.7
-5.8
-103.2
-5.3
-93.9
-2.6
-83.3
-1.8
-74.6
-.5
-64.0
.9
-53.3
1.5
-43.3
2.3
-35.4
4.0
-25.6
6.2
-16.7
8.6
-7.6
8.9
-.1
8.8
4.7
7.1
14.3
4.9
23.3
2.5
32.2
.8
35.9
-2.7
49.6
-1.8
54.7
-2.8
59.9
-2.6
65.0
-2.4
69.6
-3.5
74.6
-4.5
79.7
-5.2
84.7
-6.0
89.7
-6.2
94.7
-6.6
99.7
-7.0
104.6
-7.7
109.7
-8.0
114.8
-8.4
119.8
-8.1
125.0
-8.7
129.8
-8.8
134.7
-8.8
140.0
-8.6
144.7
-9.3
149.6
-9.7
154.8
-11.2
159.6
-12.9
164.8
-13.9
169.8
-14.3
174.7
-14.3
180.0
-14.3
184.7
-14.1
189.9
-12.0
194.9
-12.6
200.0
-11.3
204.8
-9.5
209.6
-8.5
214.6
-8.0
219.8
-7.8
224.7
-7.6
229.7
-7.2
234.6
-6.7
239.9
-6.2
244.7
-5.8
250.0
-5.4
254.6
-5.0
259.8
-4.6
264.8
-4.2
269.8
-3.9
274.6
-3.5
279.6
-3.2
284.7
-2.7
289.6
-3.5
294.6
-2.7
299.7
-1.7
304.6
290+03.00
-20
-7.7
-145.8
-7.8
-139.6
-9.2
-137.5
-7.7
-133.8
-7.8
-133.0
-6.9
-127.3
-6.5
-117.1
-6.1
-105.6
-5.2
-95.1
-2.2
-81.2
-1.6
-70.2
-.9
-60.3
-.2
-50.2
1.0
-36.9
3.1
-27.2
5.6
-17.5
8.4
-7.4
8.5
-.1
8.7
2.8
7.1
8.7
4.1
19.3
1.9
29.6
1.4
33.0
1.3
34.2
.8
45.5
-2.2
49.3
-2.2
54.3
-2.2
59.3
-2.3
64.2
-3.3
69.2
-4.3
74.2
-5.1
79.3
-5.7
84.4
-6.1
89.3
-6.9
94.3
-7.4
99.4
-7.8
104.3
-7.7
109.4
-8.3
114.4
-7.6
119.4
-8.3
124.4
-9.0
129.3
-10.6
134.8
-10.6
139.5
-10.6
144.8
-10.6
149.7
-10.9
154.4
-11.3
159.5
-11.8
164.5
-12.5
169.4
-12.9
174.4
-13.4
179.3
-13.9
184.3
-14.0
189.3
-13.9
194.3
-13.5
199.3
-13.5
204.4
-12.0
209.3
-11.0
214.4
-10.1
219.7
-8.7
224.4
-7.1
229.3
-6.8
234.3
-6.6
239.3
-6.3
244.3
-6.0
249.3
-5.8
254.3
-5.4
259.3
-5.5
264.3
-2.2
269.3
-1.9
274.4
-1.3
279.4
-4.0
284.4
-3.7
289.3
-3.4
294.3
-2.8
299.4
-2.5
304.3
-2.4
309.4
300+03.00
-20
-7.1
-145.3
-7.1
-135.5
-7.3
-126.8
-7.7
-118.5
-9.2
-114.1
-6.9
-109.6
-6.9
-108.8
-5.9
-104.5
-5.4
-95.2
-2.5
-82.7
-1.9
-72.6
-1.2
-62.5
.0
-52.6
.6
-45.4
1.8
-35.1
4.0
-25.2
5.5
-15.1
8.1
-5.1
8.4
.1
8.3
3.7
6.8
9.0
6.0
16.8
-.3
26.6
-2.5
28.3
1.3
28.6
-1.0
37.4
-1.9
38.8
-1.4
43.7
-1.9
48.8
-3.2
53.6
-3.4
58.7
-4.6
63.8
-4.4
68.8
-4.4
73.9
-2.6
78.7
-1.7
84.3
-2.3
88.7
-3.1
93.8
-4.6
98.7
-4.5
103.8
-4.7
108.7
-4.9
113.8
-3.1
118.7
-2.8
123.8
-3.9
128.7
-5.3
133.7
-5.2
138.6
-5.5
143.6
-6.0
148.7
-7.9
153.7
-10.8
158.7
-10.9
163.7
-11.3
168.7
-11.3
173.8
-11.4
178.9
-11.1
183.6
-11.1
189.1
-11.1
194.0
-11.1
199.1
-11.0
204.1
-10.7
208.7
-10.3
213.8
-10.3
218.9
-10.3
223.8
-7.4
228.7
-7.4
233.8
-7.1
238.8
-6.9
243.7
-7.1
248.8
-6.8
253.6
-7.2
258.6
-7.1
263.9
-7.1
268.7
-7.0
274.0
-7.0
278.9
-6.9
283.7
-6.7
288.6
-7.2
293.8
-7.1
298.7
-7.2
303.8
-6.5
308.6
310+03.00
36’
32’
30’
25’
NOTE:
1. EXISTING GROUND LINES SHOWN ARE CROSS SECTIONS
DERIVED FROM COMPUTER GENERATED SURFACES.
2. FOR INFORMATIONAL PURPOSES ONLY AND SHALL BE CONTRACTOR VERIFIED.
3. TYPICAL LEVEE SECTIONS, SEE DWG. C-08.
C/L
LEVEE
B/L
LEVEE
B/L
LEVEE
B/L
LEVEE
B/L
C/L
C/L
C/L
SEE DWG. C-03
NOTE 14
SEE DWG. C-03
NOTE 14
SEE DWG. C-03
NOTE 14
SEE DWG. C-03
NOTE 14
C-12
D
-1 -0
C
-1 C
S .D
G N
:1
C R
O S
S S
E C
T
IO
N S
NEW ORLEANS DISTRICT
S O
L
IC
IT
A
T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
O T
S C
A L
E
P L
O T
D A
T E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T
N O
SHEET
IDENTIFICATION
D A
T E
A P
P R fi
US Army Corps of Engineers
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
N E
W O
R L
E A
N S
D
IS
T R
IC
T
N E
W O
R L
E A
N S
L
O U
IS
IA
N A
S E
C T
IO
N
E -N
O R
T H
A N
S I
D
/0
/2
H -8
-4
D H
U E
T E
L A
R O
S E
T O
G O
L D
E N
M E
A D
O W
L
O U
IS
IA
N A
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N L
E V
E E
L A
F O
U R
C H
E P
A R
IS
H
L
O U
IS
IA
N A
JI
M
M Y
G A
U T
R E
A U
X
T W
R
IG
H T
-J A
N -2
T
W
A D
E W
R
IG
H T
H U
R R
IC
A
N E
D A
M A
G E
R E
H A
B
IL
IT
A
T
IO
N
N G
N G
C A
G R
N
G R
N
T O
E
S L
P
T O
P
S L
P
S L
P
S L
P
S L
P
P S
T
S L
P
S L
P
P S
C
B L
F S
F S
T O
R
T O
R
W E
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
S N
D
-20
-4.0
-143.1
-4.2
-134.1
-4.1
-127.5
-3.6
-116.7
-3.7
-106.1
-3.2
-96.3
-1.3
-89.0
-.4
-82.3
-.1
-70.8
.5
-61.2
1.0
-51.3
2.0
-41.8
3.3
-31.9
5.0
-24.5
6.6
-15.3
8.6
-7.0
8.9
-1.9
8.9
5.3
7.7
11.1
6.0
18.4
3.8
27.6
3.9
31.1
2.5
40.9
.9
49.3
-.9
65.2
-1.2
75.2
-1.2
80.3
-1.9
85.3
-2.4
90.2
-2.9
95.2
-3.3
100.2
-3.7
105.5
-4.1
110.3
-4.4
115.2
-4.7
120.4
-5.1
125.5
-5.4
131.2
-5.8
135.3
-6.5
140.4
-7.1
145.5
-7.7
150.3
-8.3
155.3
-8.3
160.3
-8.7
165.5
-8.9
170.2
-9.1
175.2
-9.3
180.5
-8.7
185.4
-9.3
190.3
-9.6
195.3
-9.8
200.4
-9.9
205.4
-10.0
210.4
-10.4
215.6
-10.8
220.2
-11.3
225.3
-10.7
230.4
-11.0
235.2
-9.5
240.4
-10.2
245.5
-10.3
250.5
-11.5
255.2
-12.4
260.5
-12.1
265.2
-11.5
270.2
-11.8
275.2
-12.7
280.3
-13.1
285.7
-12.6
290.4
-12.2
295.5
-11.8
300.3
-12.2
305.5
320+03.00
-20
T B
-5.2
-144.3
C L
-6.8
-139.4
T B
-5.3
-133.0
C A
-5.1
-132.9
G R
N
-4.8
-122.2
G R
N
-4.6
-112.4
G R
N
-4.3
-102.5
T O
E
-3.9
-92.5
S L
P
-2.3
-83.3
T O
P
-1.2
-75.4
S L
P
-.4
-65.6
S L
P
.6
-54.6
P S
T 1.8
-45.1
S L
P 3.4
-34.4
S L
P
5.2
-24.7
S L
P
7.1
-14.7
P S
C
8.6
-6.7
B L
9.2
-.2
F S
9.3
5.5
7.4
14.5
4.8
22.8
F S
2.6
30.6
W E
1.0
35.6
S N
D
-1.3
64.4
-4.8
69.4
S N
D
-4.8
74.5
-5.0
79.3
S N
D
-4.9
84.5
-5.0
89.6
S N
D
-5.0
94.5
-5.3
99.4
S N
D
-5.7
104.4
-6.5
109.5
S N
D
-7.4
114.5
-8.3
119.4
S N
D
-8.9
124.5
-9.3
129.3
S N
D
-9.7
134.5
-9.9
139.4
S N
D
-10.3
144.5
-11.0
149.4
S N
D
-12.8
154.3
-15.4
159.4
S N
D
-16.4
164.3
-16.7
169.5
S N
D
-16.2
174.5
-14.6
179.6
S N
D
-13.9
184.4
-15.3
189.5
S N
D
-16.6
194.5
-17.9
199.4
S N
D
-18.0
204.5
-16.5
209.6
S N
D
-13.9
214.5
-10.4
219.4
S N
D
-8.2
224.4
-5.9
229.6
S N
D
-5.3
234.4
-4.9
239.4
S N
D
-4.6
244.4
-4.6
249.5
S N
D
-4.0
254.7
-3.5
259.4
S N
D
-3.1
264.5
-2.8
269.3
S N
D
-3.2
274.4
S N
D
-3.2
279.4
S N
D
-3.0
284.4
S N
D
-.7
289.6
S N
D
-.8
294.6
360+00.00
-20
T B
-5.3
-144.0
C L
-7.8
-135.3 T
B
-6.3
-129.5
C A
-6.1
-127.6
G R
N
-5.9
-121.0
G R
N
-5.8
-112.0
G R
N
-5.7
-101.9
T O
E
-5.2
-91.9
T O
P
-3.2
-81.4
S L
P
-2.5
-71.2
S L
P
-1.3
-61.8
S L
P
-.5
-51.9
S L
P
.4
-42.4
P S
T
1.9
-33.2
S L
P
4.4
-22.9
S L
P
6.6
-13.8
P S
C
8.8
-5.4
B L
8.9
-.1
F S
8.8
5.7
S L
P
7.4
11.0
S L
P
4.5
19.6
F S
1.8
28.1
W E
1.0
30.1
S N
D
-2.8
39.7
S N
D
-1.8
44.8
S N
D
-1.7
54.7
-3.9
59.8
S N
D
-4.4
64.8
-4.4
70.0
S N
D
-4.2
74.9
-4.8
80.0
S N
D
-4.9
84.9
-5.1
89.8
S N
D
-5.7
95.0
-6.3
100.0
S N
D
-7.0
104.9
-8.2
109.9
S N
D
-8.4
114.8
-9.0
119.8
S N
D
-10.0
124.8
-11.9
129.9
S N
D
-14.4
134.8
-15.6
140.0
S N
D
-16.0
144.9
-16.0
149.9
S N
D
-15.8
154.9
-15.7
159.8
S N
D
-14.7
164.9
-13.8
169.9
S N
D
-13.8
174.9
-14.8
179.8
S N
D
-16.5
184.8
-17.5
190.1
S N
D
-17.1
195.0
S N
D
-14.7
200.0
S N
D
-12.6
205.0
S N
D
-10.4
209.8
S N
D
-9.4
214.9
S N
D
-7.7
219.9
S N
D
-6.3
224.9
S N
D
-5.6
229.8
S N
D
-4.9
234.8
S N
D
-4.3
239.9
S N
D
-3.7
244.9
S N
D
-3.0
249.9
S N
D
-2.7
254.8
S N
D
-1.9
259.8
S N
D
-2.2
264.8
370+00.00
30’
31’
35’
NOTE:
1. EXISTING GROUND LINES SHOWN ARE CROSS SECTIONS
DERIVED FROM COMPUTER GENERATED SURFACES.
2. FOR INFORMATIONAL PURPOSES ONLY AND SHALL BE CONTRACTOR VERIFIED.
3. TYPICAL LEVEE SECTIONS, SEE DWG. C-08.
LEVEE
B/L
LEVEE
B/L
LEVEE
B/L
C/L
C/L
C/L SEE DWG. C-03
NOTE 14
SEE DWG. C-03
NOTE 14
SEE DWG. C-03
NOTE 14
| ED-10-045_C-01_G0 |
| ED-10-045_C-02_G1 |
| ED-10-045_C-02a_G1a |
| ED-10-045_C-03_G3 |
| ED-10-045_C-04-Tabulations |
| ED-10-045_C-05_C1 |
| ED-10-045_C-06_C2 |
| ED-10-045_C-07_C3 |
| ED-10-045_C-08_TS1 |
| ED-10-045_C-09_H1 |
| ED-10-045_C-10_H2 |
| ED-10-045_C-11_CS1 |
| ED-10-045_C-12_CS2 |
File details come from the government source that posted it. Updated .