H01_W912P8-17-B-0009_Plans.pdf
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- Mermentau River - Gulf of Mexico, Mermentau River Maintenance Dredging, Cameron Parish, Louisiana
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Plans W912P8-17-B-0009
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A
B
C
C-01
W .d g n
:1
C O
V E
R S
H E
E T
D
MAINTENANCE DREDGING
CAMERON PARISH, LOUISIANA
MERMENTAU RIVER
1 2
IDENTIFICATION
SHEET
M E
R M
E N
T A
U R
IV
E R G
U L F O
F M
E X
IC
O
C A
M E
R O
N P
A R
IS
H L
A
M E
R M
E N
T A
U R
IV
E R
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
D W
N B
Y
D E
S
IG
N E
D B
Y
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 C
O T
T A
C L E
M E
N T
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
C K
D B
Y
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
C O
N T
R A
C T N
O
A N
S I
D
S .A .C
K E
IT
H J
O 'C
A
IN
R .W .B
H -1
-4
/1
/2
W P -1
-B -0
M A
Y
W P -1
-C
D E
S C
R
IP
T
IO
N M
A R
K A
P P
R
D A
T E
MERMENTAU RIVER - GULF OF MEXICO
RECOMMENDATION OF ALL DRAWINGS IN THIS SET.
BY ER 1110-1-8152. SIGNATURES INDICATE OFFICIAL
WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED
INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS
SIGNATURES AND REGISTRATION DESIGNATIONS OF
DISTRICT CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE NEW ORLEANS
New Orleans District of Engineers US Army Corps
MAY 2017
NEW ORLEANS DISTRICT
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps
WILDLIFE REFUGE
T C
H A F
A L A
Y A
R
IV
E R
SCALE OF MILES
A R K A N S A S
SHREVEPORT
MONROE
O U
A C
H
IT
A
R
IV
E R
R
IV
E
R VICKSBURG
NATCHEZ
ALEXANDRIA
R E
D
R
IV
E R
LAKE CHARLES
MORGAN CITY
BATON ROUGE
L O U I S I A N A
M I S S I S S I P P I
T E X A S
N
LAKE
PONTCHARTRAIN
LAKE
BORGNE
G U L F O F
M E X I C O
40 400 80 120 160 200
V IC IN IT Y M A P
N E W O R L E A N S
M
IS
S
IS
S
IP
P I
G.I.W.W.
o M er u
INDEX OF DRAWINGS
DESCRIPTIONDWG
TABULATION OF GAGE(S)
LOCATION MAP, VICINITY MAP, GAGE(S) AND INDEX OF DRAWINGS
C-01
C-02
C-03
C-04
C-06
C-05
C-07 d
LOCATION
OF WORK
DESCRIPTION
GAGE(S)
PLAN VIEW
PLAN VIEW
GAGE ZERO(0)= (-)0.00 M.L.G.
USACE STAFF GAGE AT GRAND CHENIER BRIDGE AT HWY 82
X= 2747815.260 Y=465732.970
ON THE SW FENDER OF THE BRIDGE ON THE BACKSIDE FENDER
AWAY FROM TRAFFIC
PROFILES AND THEORECTICAL SECTIONS
COVER SHEET
TYPICAL SECTIONS
TYPICAL SECTIONS
L O
C A
T
IO
N
V
IC
IN
IT
Y M
A P
G A
G E
S A
N D I
N D
E X T
O D
R A
W
IN
G S
C-02
W .d g n
:1 l c a s i e u ekaL aC
SUPERIOR CANAL
CAMERON PH.
Cameron
Grand Chenier U p p e r M du ekaL
M e r m e n t a u
S H
IP
C
H A
N N
E L
C A
L C
A S
IE
U P
A S
S A
N D R
IV
E R
Sweet Lake
Hackberry Beach wL
Lake
WATERFOWL REFUGE
SABINE MIGRATORY
LACASSINE MIGRATORY
WATERFOWL REFUGE
G r a dn ekaL eresM iekaL
CONTROL STRUCTURE
CATFISH POINT
GIWW
GULF OF MEXICO
D
C
A
B
MERMENTAU RIVER - GULF OF MEXICO
MAINTENANCE DREDGING
CAMERON PARISH, LOUISIANA
GAME PRESERVE
AND
ROCKEFELLER
PROJECT
LOCATION
MERMENTAU RIVER
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
1 2 3 4
M A
R K
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
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
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
M E
R M
E N
T A
U R
IV
E R G
U L F O
F M
E X
IC
O
C A
M E
R O
N P
A R
IS
H L
A
A N
S I
D
S C
O T
T A
C L E
M E
N T
S .A .C
K E
IT
H J
O 'C
A
IN
R .W .B
H -1
-4
/1
/2
M E
R M
E N
T A
U R
IV
E R
M A
IN
T E
N A
N C
E D
R E
D G
IN
G W
P -1
-B -0
M A
Y
W P -1
-C
NEW ORLEANS DISTRICT
A P
P R
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps
POT 144+00 C/L
X=2,747,919.27
P.C. 55+38.47 C/L
X= 2,747,765.30 Y= 465,265.90
X= 2,747,248.84
A
B
C
D
LO
WER
93°01' 0"
93°00'30"
2,751,000
93°00' 0"
M E
R M
E N
T A
U
R
IV
E R
M U
D
LA
K E
INSIDE THE PLAN AREA, POLYCONIC PROJECTION-1983 NORTH
AMERICAN DATUM IS SHOWN BY SOLID TICKS AND LAMBERT
NOTES:
CONFORMAL CONIC PROJECTION GRID IS SHOWN BY DASHED TICKS.
C-03
0 500'
SCALE
1000'
M A
T C
H D
W G
W .d g n
PREPARED FROM AERIAL PHOTOS FLOWN IN 2015 BUMP.
Gx GAS LINE
LEGEND:
UPPER LIMIT OF DREDGING
C/L STA. -14+50.00
X=2,747,708.48
Y=465,022.11
H O
G
B
Y
U
C
N A L
LO
WER
D= 5°43'20"
T= 1005.23'
L= 1576.77'
R= 1001.31'
=90°13'26"
R= 1438.96'
=67°19'42"
D= 3°58'54"
T= 958.37'
L= 1690.93'
R
IV
E R
M U
D
LA
K E
BOTTOM EDGE OF CUT
BOTTOM EDGE OF CUT
MERMENTAU RIVER
X= 2,747,552.60 Y= 464,353.20
Y= 463,945.28
X =2 ,7 ,0 .9
Y =4
,7 .1
Y ,8 .1
X ,7 ,9 .1
Y ,2
.1
X ,7
,7
.0
Y=460,915.86
X=2,746,211.58
Y=460,164.36
X ,7
,7
.4
Y
,8
.2
X=2,748,643.06 Y=451,651.41
EL. -21.0' M.L.G.
1-12" PIPELINE
(FORMERLY AMERICAN LA. P/L)
A Z °4
'5 .9
A Z.
8° '0 5.
1"
A Z °1
'4 .3
A Z °3
'3
.7
A Z . 0
°1 '3
.1
AZ. 292°54'37.1"
A Z °0
'0 .6
2,745,000
2,745,000
2,751,000
,0
,0
,0
,0
,0
,0
,0
,0
,0
,0
93°01'30"
93°00' 0"
°4
°4
'3
°4
°4
'3
°4
°4
°4
'3
°4
°4
°4
'3
93°01'30"
IDENTIFICATION
SHEET
M E
R M
E N
T A
U R
IV
E R G
U L F O
F M
E X
IC
O
P L
A N
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
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
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A N
S D
IS
T R
IC
T
N E
W O
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A N
S L
O U
IS
IA
N A
C A
M E
R O
N P
A R
IS
H L
A
S C
O T
T A
C L E
M E
N T
S .A .C
K E
IT
H J
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A
IN
M E
R M
E N
T A
U R
IV
E R
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D A
T E
F
IL
E N
U M
B E
R
S
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E
P L
O T D
A T
E
C O
N T
R A
C T N
O
A N
S I
D
R .W .B
H -1
-4
/1
/2
W P -1
-B -0
M A
Y
W P -1
-C
D E
S C
R
IP
T
IO
N M
A R
K D
A T
E
A P
P R
M A
R K
D E
S C
R
IP
T
IO
N
NEW ORLEANS DISTRICT
D A
T E
A P
P R
®of Engineers
US Army Corps
GENERAL NOTES:
2. ALL ELEVATIONS ARE IN FEET AND REFER TO
4. NO DREDGED MATERIAL SHALL AT ANY TIME
BE PLACE ON EXISTING MARSHLAND/WETLAND.
3. ALL AZIMUTHS ARE GEODETIC AND ARE TURNED
IN A CLOCKWISE DIRECTION FROM 0 (TRUE SOUTH).
MEAN LOW GULF ( MLG ) UNLESS OTHERWISE
SPECIFIED.
5. THE CHANNEL ALIGNMENT ABOVE MILE 6.2
(C/L 0+00) WILL BE FIELD VERIFIED AND ADJUSTED
DREDGE/DISPOSAL OPERATIONS.
(AS NECESSARY) BY THE CORPS, PRIOR TO THE CONTRACTOR'S
1. ALL DREDGED MATERIAL SHALL BE TRANSPORTED
AND DEPOSITED WITHIN THE DISPOSAL AREA
DESIGNATED FOR "SHORELINE RESTORATION".
C/L CURVE DATA
C/L CURVE DATA
CHANNEL C/L
P.I. (-)17+00.32 C/L
P.I. (-)7+63.16 C/L
P.I. (-)2+54.56 C/L
P O T 0+
C /L
P I .8 C /L
P C
.8
C /L
P.T. 36+72.59 C/L
P .T .4
C /L
RESOURCES PIPELINE CO.
1-30" GAS PIPELINE
EL. -25.0' M.L.G.
TRUNKLINE GAS CO.
12" GAS LINE
EL. -21.0 M.L.G.
1-20" GAS PIPELINE
EL. -20.0 M.L.G.
MID LA. GAS CO.
EL. -24.0' M.L.G.
(ABANDONED
IN PLACE)
6 5/8" OIL & GAS PIPELINEU.S.C.E. AUTOMATIC
GAGE ON NEW LA.
HWY. BRIDGE
(0.00+-0.08" MLG)
TRANSCANADA (ANR)
GAS PIPELINE
KINETICA ENERGY EXPRESS, LLC
GAS PIPELINE
KINETICA ENERGY EXPRESS, LLC
M
T
H
D W
G
WEST JETTY
EAST JETTY
well well
(ABANDONED IN PLACE)
EL. -24.0 M.L.G.
PHILIPS PETROLEUM COMPANY
PROPOSED 3" PIPELINE
GAS/OIL PIPELINE8
POT 144+00 C/L
A
B
G U
LF
O F
M E X
IC
O
3 2
.3
Y 440054.258
X 2748424.180
X 2748461.92
Y 442053.90
G U
LF
M E X
IC
O
O F
C
2,745,000
2,748,000
2,751,000
2,745,000
2,748,000
2,751,000
,0
,0
,0
,0
,0
,0
,0
,0
93°01'30"
93°01' 0"
93°00'30"
93°00' 0"
93°01'30"
93°01' 0"
93°00'30"
93°00' 0"
°4
°4
'3
°4
°4
'3
°4
°4
'3
°4
°4
'3
INSIDE THE PLAN AREA, POLYCONIC PROJECTION-1983 NORTH
AMERICAN DATUM IS SHOWN BY SOLID TICKS AND LAMBERT
NOTES:
CONFORMAL CONIC PROJECTION GRID IS SHOWN BY DASHED TICKS.
0 500'
SCALE
1000'
C-04
W .d g n
/L
PREPARED FROM AERIAL PHOTOS FLOWN IN 2015 BUMP.
-2 .2
-0 .8
-0 .3
.5
.0
.5
.5
.4
.8
.1
.6
.7
.9
-2 .2
-1 .0
.3
.8
.5
.1
.6
.9
.4
.7
.7
.8
-2 .3
-1 .1
-0 .6
-1 .6
-1 .4
-0 .6
.4
.6
.4
.5
.2
.0
-2 .6
-1 .8
-2 .1
-2 .2
-1 .5
-0 .6
-0 .2
.7
.2
.8
.9
.0
-3 .0
-2 .8
-2 .7
-2 .6
-2 .1
-1 .7
-2 .1
-1 .2
-0 .7
.0
.6
.9
-2 .5
-3 .0
-2 .1
-0 .3
AUGUST 6, 2009.
FROM POST-CONSTRUCTION SURVEYDATED
DISPOSAL AREA SOUNDINGS WERE TAKEN
L
IM
IT
F
W
R K
L
IM
IT
F
D R
E D
G
IN
G
/L
BOTTOM EDGE OF CUT
BOTTOM EDGE OF CUT
X=2,748,643.06 Y=451,651.41
AZ. 0°14'34.1"
D
1 2
P L
A N
IDENTIFICATION
SHEET
M E
R M
E N
T A
U R
IV
E R G
U L F O
F M
E X
IC
O
C A
M E
R O
N P
A R
IS
H L
A
M E
R M
E N
T A
U R
IV
E R
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
D E
S
IG
N E
D B
Y
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 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 C
R
IP
T
IO
N
M A
R K
D A
T E
F
IL
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U M
B E
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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
C O
N T
R A
C T N
O
A N
S I
D
S C
O T
T A
C L E
M E
N T
S .A .C
K E
IT
H J
O 'C
A
IN
R .W .B
H -1
-4
/1
/2
W P -1
-B -0
M A
Y
W P -1
-C
A P
P R
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
NEW ORLEANS DISTRICT
D A
T E
A P
P R
®of Engineers
US Army Corps
DISPOSAL AREA
(SHORELINE RESTORATION)
DISPOSAL OF DREDGED MATERIALS, FOR DETAILS)
SPECIFICATIONS, SECTION 35 20 23. 00-3.3,
OF THE BEACH/SHORELINE WATER'S EDGE. SEE
IN OPEN WATER APPROXIMATELY 100 FEET GULFWARD
(MATERIAL SHALL BE DISCHARGED UNCONFINED
THE SHORELINE RESTORATION DISPOSAL AREA.
ALL DREDGED MATERIAL SHALL BE PLACED WITHIN
WEST JETTY AND PASSES THROUGH THE SHORELINE
RESTORATION AREA, WAS ORGINALLY INSTALLED TO
AN ELEVATION OF -10' MLG (TOP OF PIPE ELEV.).
5. THE 20" KINETICA GAS P/L, WHICH PARALLELS THE
800' MIN.
MID LA. GAS CO. GENERAL NOTES:
2. ALL ELEVATIONS ARE IN FEET AND REFER TO
4. NO DREDGED MATERIAL SHALL AT ANY TIME
BE PLACE ON EXISTING MARSHLAND/WETLAND.
3. ALL AZIMUTHS ARE GEODETIC AND ARE TURNED
IN A CLOCKWISE DIRECTION FROM 0 (TRUE SOUTH).
MEAN LOW GULF ( MLG ) UNLESS OTHERWISE
SPECIFIED.
1. ALL DREDGED MATERIAL SHALL BE TRANSPORTED
AND DEPOSITED WITHIN THE DISPOSAL AREA
DESIGNATED FOR "SHORELINE RESTORATION".
1-20" GAS PIPELINE
GAS PIPELINE
KINETICA ENERGY EXPRESS, LLC
IN 26 OCTOBER 2016.
3. CROSS SECTIONS AND PROFILES ARE REPRESENTATIVE OF SURVEY TAKEN
2. ONE (1) VERTICAL ON FOUR (4) HORIZONTAL SIDE SLOPES.
1. 100 FOOT BOTTOM WIDTH FROM C/L STATION (-) 14+50 TO C/L STATION 240+00,
NOTE:
C /L S
T A
L
IM
IT
O
F W
O R
K
EAST EDGE OF CUT
A
B
C
0CHANNEL C/LEAST SIDE
-10
-20
C-05
W .d g n
-15.0
C/L STATIONS (-)14+50 TO 230+00
P R
O F
IL
E S A
N D T
H E
O R
E C
T
IC
A L S
E C
T
IO
N
DESIGN GRADE -15.0' M.L.G.
DESIGN GRADE -15.0' M.L.G.
C/L
E L E
V A
T
IO
N S I
N F
E E
T M .L . G
E L E
V A
T
IO
N S I
N F
E E
T M .L .G
E L E
V A
T I O
N S I
N F
E E
T M .L .G
-10
-15
-20
-25
WEST SIDE
-15
-25
-5
-5
50' 50'
THEORETICAL SECTION
-5
-10
-15
-20
-25
CHANNEL C/L
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
-2
-3
-5
-1
-1
-2
WEST EDGE OF CUT
EAST EDGE OF CUT
CHANNEL C/L
WEST EDGE OF CUT
D
1 2
IDENTIFICATION
SHEET
M E
R M
E N
T A
U R
IV
E R G
U L F O
F M
E X
IC
O
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D A
T E
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
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
C A
M E
R O
N P
A R
IS
H L
A
A N
S I
D
S C
O T
T A
C L E
M E
N T
S .A .C
K E
IT
H J
O 'C
A
IN
R .W .B
M E
R M
E N
T A
U R
IV
E R
M A
Y
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
M A
R K
F
IL
E N
U M
B E
R
C O
N T
R A
C T N
O
H -1
-4
/1
/2
W P -1
-B -0
W P -1
-C
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
NEW ORLEANS DISTRICT
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps
MERMENTAU RIVER PROFILE
-3
EL. -24.0'
C/L STA. 126+30
(ABANDONED)
GAS AND OIL PIPELINE8
51-6
MID LA GAS COMPANY
EL. -21.0'
C/L STA. (-)16+43.00
1-12" PIPELINE
TRANSCANADA
EL. -20.0'
C/L STA. 87+24
1-20" GAS PIPELINE
KINETICA ENERGY EXPRESS,LLC
EL. -25.0'
C/L STA. 66+89
1-30" PIPELINE
KINETICA ENERGY EXPRESS, LLC
MERMENTAU RIVER PROFILE
C/L STA. (-)14+50
DREDGING
UPPER LIMIIT OF
DREDGING
LOWER LIMIT OF
CENTERLINE STATIONS.
5. ALL STATIONS SHOWN ARE CHANNEL
4. REQUIRED BOTTOM GRADE IS -15.0 FEET MLG.
1V ON 4H.
3. THEORETICAL CHANNEL SIDE SLOPES ARE
THAT EXISTED IN OCTOBER 2016.
2. SURVEYS ARE REFLECTIVE OF CONDITIONS
(-) 14+50 TO C/L STATION 240+00.
1. 100 FOOT BOTTOM WIDTH FROM C/L STATION
GENERAL NOTES:
A
B
C
D
C-06
W .d g n
CROSS SECTIONS - C/L STATION (-)14+50 TO C/L STATION 157+85
T Y
P
IC
A L S
E C
T
IO
N S
1 2 3
IDENTIFICATION
SHEET
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
M E
R M
E N
T A
U R
IV
E R G
U L F O
F M
E X
IC
O
C A
M E
R O
N P
A R
IS
H L
A
M E
R M
E N
T A
U R
IV
E R
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
S C
O T
T A
C L E
M E
N T
S .A .C
K E
IT
H J
O 'C
A
IN
R .W .B
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D E
S C
R
IP
T
IO
N
M A
R K
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T D
A T
E
C O
N T
R A
C T N
O
A N
S I
D
H -1
-4
/1
/2
W P -1
-B -0
M A
Y
W P -1
-C
A P
P R
D A
T E
M A
R K
NEW ORLEANS DISTRICT
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps
-20
-100
-20
-100
-20
-100
-20
-100
-20
-20
-100
-100
-20
-100
-20
-100
-20
-100
-20
-100
-20
-100
-20
-100
-20
-100
-20
-100
-20
-100
-100-120
-20
-100
-20
-100
-20
-100
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
-2+15
2+85
12+85
22+85
20 40 60 80 120-20-40-60-80
35+00
42+85
52+85
62+85
72+85
85+00
97+85
105+00
115+00
127+85
137+85
0 100
WEST EAST WEST EAST WEST EAST WEST EAST
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-20
-10
C/L
-10
-80 -60 -40 -20 0 20 40 60 80 100
-10
147+85
157+85
-12+15
-7+15
-10
-20
E L E
V A
T
IO
N I
N F
E E
T M .L .G
E L E
V A
T
IO
N I
N F
E E
T M .L .G
CENTERLINE STATIONS.
5. ALL STATIONS SHOWN ARE CHANNEL
4. REQUIRED BOTTOM GRADE IS -15.0 FEET MLG.
1V ON 4H.
3. THEORETICAL CHANNEL SIDE SLOPES ARE
THAT EXISTED IN OCTOBER 2016.
2. SURVEYS ARE REFLECTIVE OF CONDITIONS
(-) 14+50 TO C/L STATION 240+00.
1. 100 FOOT BOTTOM WIDTH FROM C/L STATION
GENERAL NOTES:
A
B
D
C
C-07
W .d g n
CROSS SECTIONS - C/L STA. 167+85 TO C/L STA. 227+85
T Y
P
IC
A L S
E C
T
IO
N S
IDENTIFICATION
SHEET
M E
R M
E N
T A
U R
IV
E R G
U L F O
F M
E X
IC
O
C A
M E
R O
N P
A R
IS
H L
A
M E
R M
E N
T A
U R
IV
E R
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
D E
S
IG
N E
D B
Y
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 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
M A
R K
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
C O
N T
R A
C T N
O
A N
S I
D
S C
O T
T A
C L E
M E
N T
S .A .C
K E
IT
H J
O 'C
A
IN
R .W .B
H -1
-4
/1
/2
W P -1
-B -0
M A
Y
W P -1
-C
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
NEW ORLEANS DISTRICT
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E A
P P
R
®of Engineers
US Army Corps
C/L
C/L
C/L
C/L
C/L
C/L
-10
-20
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200
-10
-20
-10
-20
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200
-10
-20
-10
-20
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200
-10
-20
-10
-20
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200
-10
-20
-10
-20
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200
-10
-20
-10
-20
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200
-10
-20
167+85
177+85
187+85
197+85
217+85
227+85
C/L
-10
-20
0 20 40 60 80 100 120 140 160 180 200-20-40-60-80-100-120-140-160-180-200
-10
-20
207+85
E L E
V A
T
IO
N I
N F
E E
T M
L G
E L E
V A
T
IO
N I
N F
E E
T M
L G
EAST WEST EAST WEST
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