Drawings_-_W912P8-17-B-0008.pdf
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A
B
C
C-01
W .d g n
:1
C O
V E
R S
H E
E T
APPROVED BY:
CHIEF, ENGINEERING DIVISION
SUBMITTED BY:
SUBMITTED BY:
APPROVED BY:
CHIEF, CIVIL BRANCH COLONEL, C.E. DISTRICT COMMANDER
LEAD CIVIL ENGINEER
D
MAINTENANCE DREDGING
FRESHWATER BAYOU
VERMILION PARISH, LOUISIANA
IDENTIFICATION
SHEET
F R
E S
H W
A T
E R B
A Y
O U
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
G U
L F T
O T
H E L
O C
K
V E
R M
IL
IO
N P
A R
IS
H L
A
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
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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
W P -1
-C
/2
/2
N O
V E
M B
E R
W P -1
-B -0
D E
S C
R
IP
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N M
A R
K A
P P
R
D A
T E
NOVEMBER 2016
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
FRESHWATER BAYOU - LOCK TO THE GULF
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
PROJECT
GULF OF MEXICO
SCALE OF MILES
BATON ROUGE
N
INDEX OF DRAWINGS
DESCRIPTION
TABULATION OF GAGE(S)
DWG
LOCATION
MAINTENANCE DREDGING
LOCATION MAP, VICINITY MAP, GAGES AND INDEX OF DRAWINGS
N
V e r m i l i o n B a y
Kaplan Abbeville
V e r m i l i o n R
F la t L a k e
Lighthouse Pt.
Sou th w e s t
P a s s
B E L L E
S L E
W e e k s B a y
L
F a u s s e
I
E a s t C o t yB aeB l a n c
W e s t C o t e
B l a n c e B a y
Mound Pt.
South Pt.
DNAS L
M A R S H
WILDLIFE REFUGE AND GAME PRESERVE
RUSSELL SAGE OR MARSH ISLAND
Marone Pt.
PH.
ST. MARTIN
Shark Is.
Redfish Pt.
PAUL J. RAINEY WILD LIFE
REFUGE AND GAME PRESERVE
12000' 24000' 36000' 4800012000'
FRESHWATER BAYOU LOCK
B A
Y O
U
CANAL
SCHOONER BAYOU
CONTROL STRUCTURE
F R E S
H W
A T E
R
LELAND BOWMAN LOCK
VERMILION PH.
Indian Pt.
Avery Island
IBERIA PH.
New Iberia
DNALSP E C A N I
A R K A N S A S
SHREVEPORT
R E
D
R
IV
E R
R
IV
E R
O U
A C
H
IT
A
MONROE
R
IV
E
R VICKSBURG
M
IS
S
IS
S
IP
P I M I S S I S S I P P I
NATCHEZ
ALEXANDRIA
T E X A S
L O U I S I A N A
G U L F O F
M E X I C O
PAMYTINICIV
MORGAN CITY
L E
R N
O E A N S W
PONTCHARTRAIN
LAKE
BORGNE
LAKE
A T C
H A F
A L A
Y A
R
IV
E R
LAKE CHARLES
C-01
C-02
C-03
GULF INTRACOASTAL WATERWAY
W h i t e L a k e
I
GULF
I
NTRACOAS
TAL
W
ATE
RWAY
e
FRESHWATER BAYOU
VERMILION PARISH, LOUISIANA
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
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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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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
L O
C A
T
IO
N M
A P
V
IC
IN
IT
Y M
A P
V E
R M
IL
IO
N P
A R
IS
H L
A
F R
E S
H W
A T
E R B
A Y
O U
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
A N
S I
D
S C
O T
T A
C L E
M E
N T
K E
IT
H J
O 'C
A
IN
S .A .C
R .W .B
:1
/1
/2
W P -1
-B -0
W P
-X w .d g n
H -1
-4
C-04 PROFILE AND THEORETICAL SECTIONS
PLAN
C-02
LOCK TO THE GULF
L O
C K T
O T
H E G
U L F
OF WORK
LOCATION
G A
G E
S A
N D I
N D
E X O
F D
R A
W
IN
G S
C-05 TYPICAL SECTIONS
COVER SHEET
N O
V E
M B
E R
DESCRIPTION
FRESHWATER BAYOU LOCK GAGE(S) - SOUTH END (76593)
LAT: 29° 37' 9.044" LONG: 92° 16' 33.693"
MOUNTED ON LOCK WALL ON SOUTH SIDE OF LOCK
GAGE IS SET M.L.G.
0.0' NAVD88 (2006.81) = 0.9' MLLW = 109' M.L.G OR 0.0' MLLW = 1.0' M.L.G.
SHOWN BELOW,
NOTE: DATUM RELATIONSHIPS HAVE BEEN DEFINED AT THIS GAGE AS
0 2000'1000'
BEACH NOURISHMENT NOTES:
GREEN 13
RED 12
GREEN 11
RED 10
GREEN 9
RED 8
RED 6
GREEN 5
RED 4
GREEN 3
GREEN 1
N
VERMILION PARISH, LA.
GULF OF MEXICO
L
IM
IT
O
F D
R E
D G
IN
G C /L S
T A ,M
I.
.3
-1 .4
.2
.4
-1 .0
.2
.5
.3
-0 .5
.0
.1
-0 .6
.3
BOAT SLIPS
FRESHWATER CITY
OUTER LIMIT OF DISCHARGE LOCATION
INNER LIMIT OF DISCHARGE LOCATION
Y=376682.268
X= 2966497.477
Y=377412.156
X=2969261.694
DEPTH UNKNOWN
8" OIL PIPELINE
J.M HUBER & MERIDIAN OIL
-24.0' M.L.G.
4" FLOWLINE
APPROX. C/L STA. -131+12.47
BP AMERICA
DEPTH UNKNOWN
20" GAS PIPELINE
PANHANDLE EASTERN
6" GAS PIPELINE
APPROX. C/L STA. -146+96.15
APACHE CORP
C /L S
T A
M I.
.0
A P
P R
O X
IM
A T
E L
IM
IT
O
F D
R E
D G
IN
G
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
S
IG
N E
D B
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D E
S C
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N
D
2 3
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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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E 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
92°18'30"
2,970,000
,0
,0
'3
,0
,0
'3
,0
,0
'3
,0
,0
'3
,0
,0
2,979,000
92°17' 0"
2,976,000
92°17'30"
2,973,000
92°18' 0"
92°20' 0"
2,961,000
92°20'30"
,0
,0
'3
,0
,0
'3
,0
,0
'3
,0
,0
'3
,0
,0
92°20'30"
2,961,000
92°20' 0"
2,964,000
92°19'30"
2,967,000
2,973,000
92°18' 0"
2,976,000
92°17'30"
92°17' 0"
2,979,000
P L
A N
V E
R M
IL
IO
N P
A R
IS
H L
A
F R
E S
H W
A T
E R B
A Y
O U
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-03
A N
S I
D
S C
O T
T A
C L E
M E
N T
K E
IT
H J
O 'C
A
IN
S .A .C
R .W .B
:1 w .d g n
/1
/2
W P -1
-B -0
W P
-X
H -1
-4
FRESH WATER BAYOU LOCK
L O
C K T
O T
H E G
U L F
PREPARED FROM BUMP PHOTOS FLOWN IN DEC 2014.
DASHED TICKS.
LAMBERT CONFORMAL CONIC PROJECTION IS SHOWN BY
NORTH AMERICAN DATUM IS SHOWN BY SOLID TICKS AND
INSIDE THE PLAN AREA, POLYCONIC PROJECTION 1983
NOTES:
(SEE BEACH NOURISHMENT NOTES)
DISPOSAL AREA
BEACH NOURISHMENT
THE MATERIAL OUTSIDE OF THESE LIMITS WHICH IS ALLOWABLE.
DRAWING. WAVE ACTION, CURRENTS AND WIND MAY MOVE
WATERS EDGE, WITHIN THE LIMITS SPECIFIED ON THIS
TO THE BEACH AND APPROXIMATELY 100 FEET FROM THE
BEACH NOURISHMENT MATERIAL SHALL BE PLACED PARALLEL
AND LATERAL CONTINUITY. THE DISCHARGE PIPE FOR
RESULT, AS NEARLY AS PRACTICABLE, IN UNIFORM ELEVATION
TO THE EXISTING SHORELINE IN A MANNER WHICH WILL
DISPOSAL AREA SHALL BE PLACED DIRECTLY ADJACENT
1. MATERIAL DEPOSITED INTO THE BEACH NOURISHMENT
CHANNEL CENTERLINE
BOTTOM EDGES OF CUT
MILE MARKER
GAS PIPELINE
OIL PIPELINE
LEGEND:
LPG
Gx
-3 .0
-2 .0
-1 .0
N O
V E
M B
E R
AZ. 11°25'52.45"
C /L S
T A
X= 2967078.80
Y= 356186.48
X
.3
Y
.6
X= 2971889.09
Y= 383770.13
AZ. 11°23'28.56"
250' AT C/L STA. 0+00
125' AT C/L STA. 5+50 TO
NOTE: CHANNEL TRANSITIONS FROM
2,500 FEET.
EDGE/SHORELINE PRIOR TO DISPOSAL AND EXTEND GULFWARD
2. SURVEYS WILL START AT THE EXISTING GULFWATERS
AZIMUTHS ARE GEODETIC.
3. COORDINATES SHOWN ARE IN FEET NAD83 DATUM. ALL
AS-BUILT DRAWINGS, REFERENCED TO FEET MLG.
5. DISPOSAL AREA SURVEY ELEVATIONS TAKEN FROM MARCH 2009
RANGES, R1E,R2E AND T17S.
4. PROJECT LIMITS FALL IN THE FOLLOWING TOWNSHIP AND
C/L STA. 70+00 TO C/L STA. 5+50 C/L STA. 0+00 TO C/L STA. -210+00
THEORETICAL SECTION
-10
-20
-30
62.5' 62.5'
125'
C/L
-10
-20
-30
125'
250'
C/L
125'
THEORETICAL SECTION
(N.T.S.)(N.T.S.)
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
5+50 TO C/L STA. 0+00
3. PROVIDE SMOOTH TRANSITION BETWEEN C/L STA.
-16.0 FEET M.L.G. WITH 1V ON 2H SIDE SLOPES
WIDTH IS 250 FEET WITH AN ELEVATION OF
2. FROM C/L STA. 0+00 TO -210+00 CHANNEL BOTTOM
OF -16.0 FEET MLG WITH 1V ON 2H SIDE SLOPES.
CHANNEL BOTTOM WIDTH IS 125 FEET WITH AN ELEVATION
1. FROM C/L STA 70+00 TO C/L STA. 5+50
NOTES:
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
A P
P R
O X L
IM
IT
O
F D
R E
G
IN
G
0+00
-5
-15
-20
-25
C /L S
T A
L
IM
IT
O
F D
R E
D G
IN
G
-10
-5
-15
-20
-25
-10
LANDSIDE GULFSIDE
REQUIRED GRADE -16.0 M.L.G.
FRESHWATER BAYOU PROFILE
CENTERLINE STATIONING
-10
-20
-30
80+00 60+00 40+00 20+00 -20+00 -40+00 -60+00 -80+00 -100+00 -120+00
EAST BOTTOM EDGE OF CUT
-5
-15
-20
-25
C /L S
T A . -2
-10
-5
-15
-20
-25
-10
GULFSIDE
-120+00 -140+00 -160+00 -180+00 -200+00 -220+00
-24.0' M.L.G.
4" FLOWLINE
APPROX. C/L STA. -131+12.47
BP AMERICA
6" GAS PIPELINE
APPROX. C/L STA. -146+96.15
APACHE CORP
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
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N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E 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
-30
-20
-10
EAST BOTTOM EDGE OF CUT
P R
O F
IL
E A
N D T
H E
O R
E T
IC
A L S
E C
T
IO
N S
V E
R M
IL
IO
N P
A R
IS
H L
A
F R
E S
H W
A T
E R B
A Y
O U
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-04
A N
S I
D
S C
O T
T A
C L E
M E
N T
K E
IT
H J
O 'C
A
IN
S .A .C
R .W .B
:1
W .d g n
/1
/2
W P -1
-B -0
W P
-X
H -1
-4
L O
C K T
O T
H E G
U L F
REQUIRED GRADE -16.0 MLG
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
N O
V E
M B
E R
CHANNEL C/L
WEST BOTTOM EDGE OF CUT
WEST BOTTOM EDGE OF CUT
CHANNEL C/L
TAKEN 20 OCTOBER 2016
CHANNEL CONDITIONS REFLECT SURVEY
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
C/L STA. -206+00
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L STA. -175+00
C/L
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. -145+00
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. -135+00
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. -125+00
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
C/L STA. -110+00
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L STA. -95+00
C/L
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. -80+00
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. -50+00
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
250'
125' 125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. -30+00
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. 10+00
62.5' 62.5'
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. 30+00
62.5' 62.5'
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. 50+00
62.5' 62.5'
-200
-20
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80
-10
10 10
-10
-20
200180160140100 120
-30 -30
125'
E L E
V A
T
IO
N M .L .G
E L E
V A
T
IO
N M .L .G
C/L
C/L STA. 66+00
62.5' 62.5'
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E 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
WEST EAST WEST EAST
WEST EAST
EL. -16.0'
EL. -16.0'
EL. -16.0'
EL. -16.0'
EL. -16.0' EL. -16.0'
EL. -16.0'
EL. -16.0'
EL. -16.0'
EL. -16.0' EL. -16.0'
EL. -16.0'
EL. -16.0'
EL. -16.0'
6. ALL ELEVATIONS SHOWN ARE IN FEET - M.L.G.
5. CROSS SECTION STATIONS SHOWN REFLECT CHANNEL CENTERLINE STATIONING.
4. CHANNEL CONDITIONS ARE REFLECTIVE OF SURVEY TAKEN 20 OCTOBER 2016.
TO 250' AT C/L STA. 0+00.
3. REQUIRED BOTTOM WIDTH TRANSITIONS FROM 125' AT C/L STA. 5+50
2. REQUIRED SIDE SLOPES FOR STATION 0+00 TO -210+00 ARE 1V ON 2H.
1. REQUIRED SIDE SLOPES FOR STATION 70+00 TO 5+50 ARE 1V 0N 2H.
NOTES:
T Y
P
IC
A L S
E C
T
IO
N S
V E
R M
IL
IO
N P
A R
IS
H L
A
F R
E S
H W
A T
E R B
A Y
O U
M A
IN
T E
N A
N C
E D
R E
D G
IN
G
C-05
L O
C K T
O T
H E G
U L F
A N
S I
D
S C
O T
T A
C L E
M E
N T
K E
IT
H J
O 'C
A
IN
S .A .C
R .W .B
:1
W .d g n
/1
/2
W P -1
-B -0
W P -1
-B
H -1
-4
N O
V E
M B
E R
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File details come from the government source that posted it. Updated .