A21_-_W912P818B0022,_Plans_6.pdf
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M A
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
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IN
C
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D
IN
G B
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E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
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A N
S I
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IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
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F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
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D B
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D E
S C
R
IP
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N
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2 3
C
4 5
A
B
M A
R K
A P
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D A
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F
IL
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R
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IZ
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B M
IT
T E
D B
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P L
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C A
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P L
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A T
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D A
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M A
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D E
S C
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IP
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N
C O
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R A
C T N
O
D A
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A P
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®of Engineers
US Army Corps
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
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IS
IA
N A
K .J .O
E D -1
-0
/0
/2
J .I .V .S
J U
L
IO
V
ID
A L S
A L
C E
D O
H -1
-4
W P -1
-B
K E
IT
H J
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A
IN
A U
G U
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C A
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A S
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U A
N D C
A M
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A R
IS
H E
S L
A
N A
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N A
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D
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IF
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U G
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IL
'S E
L B
O W
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
N
800'0 400'
SCALE
C-26
GB #81
RB #82
LAKE CALCASIEU
CAMERON PARISH
CHANNEL C/L
RB #84
GB #83
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
CDF-22
FDDA-22
:1
M
IL
E
ACCESS ROUTE TO CDF-22
GAP FOR DISPOSAL AREA ACCESS
EL. -48.0' M.L.G.
APPROX. C/L STA. 937+59.92
6" OIL PL.
GULFPORT ENERGY CROP.
ft
ON THE DRAWINGS, AS WELL AS ACROSS THE EXISTING FORESHORE DIKES.
SHIP CHANNEL, VIA THE TEMPORARY WORK AREAS AND ACCESS ROUTES DEPICTED
ACCESS TO CONFINED DISPOSAL FACILITIES WILL BE VIA THE CALCASIEU RIVER
NOTE:
HACKBERRY (73600)
NOTE: SEE SHEET G-03 FOR GENERAL NOTES
CDF-19
FDDA-19
C D
F -2
D
IT
C H
IN
G A
N D D
R A
IN
IN
G
C -2
D it c h in g D ra in in g
C D
F -2
CROSS DITCHING - 8,672 LF
PERIMETER DITCHING - 10,728 LF
APPROX. SPILL BOX LOCATION
10'
GROUND SURFACE
DITCH SECTION
NOT TO SCALE
2 MIN.
BOTTOM WIDTH
50' MAX
50' MAX
NOT TO SCALE
D
IT
C H B
O T
T O
M
10'
TOP VIEW OF DITCH
BETWEEN STOCKPILES
20' MINIMUM GAPS
CONFIGURATION
STOCKPILE
STAGGERED
M
IL
E
M
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
E
A N
S I
D
IDENTIFICATION
SHEET
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
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
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S
IZ
E
S U
B M
IT
T E
D B
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P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
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
K .J .O
E D -1
-0
/0
/2
J .I .V .S
J U
L
IO
V
ID
A L S
A L
C E
D O
H -1
-4
W P -1
-B
K E
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H J
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A
IN
A U
G U
S T
C A
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A S
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U A
N D C
A M
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A R
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S L
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N A
T
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N A
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IL
D
L
IF
E R
E F
U G
E A
N D D
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IL
'S E
L B
O W
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
N
800'0 400'
SCALE
C-27
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
M
IL
E
M
IL
E
CDF-H
RB #68
GB #67
GB #65
RB #66
:1
CHANNEL C/L
EL. -50.0 M.L.G.
APPROX. C/L STA. 425+17.94
36" NAT. GAS PL.
NATURAL GAS PL. CO. OF AMERICA
EL. -55.0 M.L.G.
APPROX. C/L STA. 424+32.87
30" NAT. GAS PL.
NATURAL GAS PL. CO. OF AMERICA
EL. -8.0' M.L.G.
36" BRINE PL.
DEPT. OF ENERGY
VIA WEST COVE CANAL
ACCESS TO SNWR - SITE 1E
ft
C D
F -H
D
IT
C H
IN
G A
N D D
R A
IN
IN
G
C -2
D it c h in g D ra in in g
C D
F -H
NOTE: SEE SHEET G-03 FOR GENERAL NOTES
CAMERON PARISH
CALCASIEU LAKE
W E S T C
O V E C
A N
A L
SABINE NATIONAL WILDLIFE REFUGE
CALCASIEU LAKE
CROSS DITCHING - 4791 LF
PEIMETER DITCHING - 9,187 LF
10'
GROUND SURFACE
DITCH SECTION
NOT TO SCALE
2 MIN.
BOTTOM WIDTH
50' MAX
50' MAX
NOT TO SCALE
D
IT
C H B
O T
T O
M
10'
TOP VIEW OF DITCH
BETWEEN STOCKPILES
20' MINIMUM GAPS
CONFIGURATION
STOCKPILE
STAGGERED
APPROX. SPILL BOX LOCATION
2. SPILLBOX IN CDF-H AND CDF-M TO BE REMOVED AND REPLACED.
ON THE DRAWINGS, AS WELL AS ACROSS THE EXISTING FORESHORE DIKES.
SHIP CHANNEL, VIA THE TEMPORARY WORK AREAS AND ACCESS ROUTES DEPICTED
1. ACCESS TO CONFINED DISPOSAL FACILITIES WILL BE VIA THE CALCASIEU RIVER
NOTES:
S I
D
IDENTIFICATION
SHEET
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
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
E D -1
-0
/2
/2
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
E R
IC
H
O M
B A
M H
M A
A U
G U
S T
M A
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
E
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
N A
T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
PROFILE VIEW SIDE VIEW
" = 1'4
3SCALE : " = 1'4
3SCALE :
"2 12'-2 "2
12'-2 "2 12'-2 "2
12'-2 "2 12'-2
22'-1"
7L 5 x 5 x
MC 12 x 45
W 8 x15
"2 15'-10
FILL WITH CONCRETE
" PL ON SIDE16
5WITH
BOTTOM SECTION ENCLOSED
SEE SHEET S-05
WALKWAY
S-01
EL. 12.0'
EL. 5.0'
EL. 19.0'
4'-5"4'-5"4'-5"4'-5"4'-5"
S P
IL
L B
O X P
R O
F
IL
E A
N D S
ID
E V
IE
W
6. ALL ELEVATIONS SHOWN ARE APPROXIMATE AND SHALL BE FIELD ADJUSTED TO MATCH SITE ELEVATIONS.
5. PIPELINES INVERT ELEVATIONS: 5.0' IN AND 4.5' OUT.
4. REQUIRED CULVERT PIPELINES LENGTH IS 80 LF.
3. ALL STEEL MEMBERS ARE TO BE COATED IN COAL TAR EPOXY WITH ZINC PRIMER
FY = 36 KSI FU = 58 KSI
2. ALL OTHER STEEL MEMBERS SHALL BE A36
FY = 50 KSIFU = 65 KSI
1. ALL W BEAMS SHALL BE ASTM A992, GRADE 50
NOTES:
S -0
.D
G N
/4
TIER 1
TIER 2
S-02
A
S-02
B
S-03
C
S-04
D
S-04
D
S-03
C
S-02
B
S-02
S I
D
IDENTIFICATION
SHEET
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
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
E D -1
-0
/2
/2
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
E R
IC
H
O M
B A
M H
M A
A U
G U
S T
M A
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
E
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
N A
T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
10'-0"
"4 323'-
"8
31'-610 SPACES @ 2'-0" = 20'-0""8
31'-6
" (TYP.)8
" (TYP.)8
(T
Y P
(T
Y P
SCALE : 1" = 1'
SCALE : 1" = 1'
SECTION
SECTION
" PL (BOTTOM)16
MC 12 x 45
S-02
7L 5 x 5 x
5/8" BOLTS A325
"4 322'-2
S P
IL
L B
O X C
R O
S S S
E C
T
IO
S -0
.D
G N
7L 5 x 5 x
A
S-01
B
S-01
E
S-04
E
S-04
S-04
G
S-04
G
S-04
F
S-04
F
S-03
S-03
S I
D
IDENTIFICATION
SHEET
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
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
E D -1
-0
/2
/2
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
E R
IC
H
O M
B A
M H
M A
A U
G U
S T
M A
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
E
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
N A
T
IO
N A
L W
IL
D
L
IF
E R
E F
U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
MC 3 x 7.1 (TYP.)
MC 3 x 7.1
W 8 x 15 (TYP.)
W 8 x 15 (TYP.)
(AS REQUIRED TYP.)
(ROUGH CUT)
WOOD BOARD
2" x 12" x 4' LONG
(AS REQUIRED TYP.)
(ROUGH CUT)
WOOD BOARD
2" x 12" x 4' LONG
(AS REQUIRED TYP.)
(ROUGH CUT)
WOOD BOARD
2" x 12" x 4' LONG
DETAIL DETAIL
SCALE : 3" = 1' SCALE : 3" = 1'
SECTION
SCALE : 1" = 1'
" BOLTS A325 8
"2
"2
S-03
" BOLT A3258
7L 5 x 5 x
7L 5 x 5 x
7L 5 x 5 x
1 TYP
TYP
TYP
TYP
TYP
TYP
" LONG4
3, 3' 6 8
7L 5 x 5 x
SEE SHEET S-05
WALKWAY,
SEE SECTION B ON SHEET S-02
FOR BOLTHOLE LOCATION
ON SHEET S-04
SEE DETAIL 3
S -0
.D
G N
S P
IL
L B
O X C
R O
S S S
E C
T
IO
N A
N D D
E T
A
IL
S
C
S-01
S-02
S-02
S I
D
IDENTIFICATION
SHEET
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
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
E D -1
-0
/2
/2
H -1
-4
W P -1
-B
K E
IT
H J
O 'C
A
IN
E R
IC
H
O M
B A
M H
M A
A U
G U
S T
M A
IN
T E
N A
N C
E D
R E
D G
IN
G F
Y
M
IL
E .0 T
O M
IL
E
.0
IN
C
L U
D
IN
G B
E N
E F
IC
IA
L U
S E W
IT
H
IN
S
A B
IN
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C A
L C
A S
IE
U R
IV
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N D P
A S
S L
A
N A
T
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N A
L W
IL
D
L
IF
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U G
E A
N D D
E V
IL
'S E
L B
O W
C A
L C
A S
IE
U A
N D C
A M
E R
O N P
A R
IS
H E
S L
A
"2
5"
"16 5R 1
" (TYP)2
1R
1/2" PL
W 8 x 15
SEE DETAIL 3
7L 5 x 5 x
"2 1"2
SECTION ONLY
PADEYE WELD TO BOTTOM
7L 5 x 5 x
7L 5 x 5 x
W 8 x 15
W 8 x 15
SEE DETAIL 4
7L 5 x 5 x
MC 3 x 7.1 (TYP.)
(AS REQUIRED TYP.)
(ROUGH CUT)
WOOD BOARD
2" X 12" x 4' LONG
3"
6"
"2
SECTION
SECTION
SECTION
DETAIL DETAIL
SECTION
" BOLT A3258
" BOLT A3258
S-04
TYP
TYP
" PL8
TYP
" BOLT A 3258
7L 5x5x
MC 3x7.1(TYP.)
W8x15
SCALE : 3" = 1'
SCALE : 3" = 1'
SCALE : 3" = 1'
SCALE : 3" = 1'
SCALE : 3" = 1' SCALE : 3" = 1'
S -0
.D
G N
S P
IL
L B
O X C
R O
S S S
E C
T
IO
N S A
N D D
E T
A
IL
3 4
F
S-02
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IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
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"8
20'-8"
4'-1""4 14'-3'-9""4
14'-4'-1"
5'-0"5'-0"
10'-0"
TOP VIEW
PROFILE VIEW SIDE VIEW
SECTION
S-05
"4 321'-7
"4 13'-7
NO. 52E FLANGE (TYP)
APPROVED EQUAL
RAIL NO. 5 CROSS OR
HOLLAENDER SPEED
APPROVED EQUAL
RAIL NO. 7 CROSS OR
HOLLAENDER SPEED
"8 34'-1"4
34'-"4 13'-7"4
34'-"8 34'-1
"8 73'-10"2
14'-1"2 14'-1"2
14'-1"8 73'-10"8
"8 71'-1
'4 33'-6
PIPE (TYP)
/4
S -0
.D
G N
S P
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L B
O X H
A N
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A
IL
80 2" ALUMINUM PIPE, ALLOY 6061-T6
ALL RAILS AND POSTS SHALL BE SCHEDULE2.
OHIO OR EQUAL
HOLLAENDER MFG. CO., CINCINNATI,
ALUMINUM AS MANUFACTURED BY THE
ALL HANDRAIL FLANGE FITTINGS SHALL BE1.
NOTES:
H
H
"8 14'-11 4'-10"
"8 71'-6
"4 33'-6"8
1'-4"
SERRATED GRATING
" STEEL16
31" x
WT 6 x 13
WT 6 x 13
F.B. (TYP.)8
34 x
" = 1'4
3SCALE :
" = 1'4
3SCALE :
" = 1'4
3SCALE :
(TYP.)8
7L 5 x 5 x
(TYP.)8
7L 5 x 5 x
(TYP.)8
7L 5 x 5 x (TYP.)8 7L 5 x 5 x
SERRATED GRATING
" STEEL16
31" x
NOT TO SCALE
H
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IDENTIFICATION
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NEW ORLEANS DISTRICT
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D B
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D E
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N E
D B
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D E
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C A
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N
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C T N
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D A
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A P
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®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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W O
R L E
A N
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IS
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PLAN VIEW
SCALE : 1" = 3'
NOT TO SCALE
NOT TO SCALE
60'-0"
EL. 18.0'
EL. 19.0'
EL. 12.0'
EL. 5.0'
R 1"
(TYP) FOR ALL HANDRAILS
NOTE: SECTION DETAILS
SPACER 2 REQUIRED
" NYLON8
1NUT AND
WASHER. NYLON LOCK
H.H.M.B. x 2" LG. W/
"- 11 UNC (GRADE 8)8
SEE DETAIL 7SEE DETAIL 7
"4 1R
"16 5R1
"16
"4 1R
4"
2"
"16
NO. 52E FLANGE
NO. 52E FLANGE
C FLANGEL
DETAIL NOT TO SCALE
DETAIL
S-06
SECTION
NOT TO SCALE
SECTION
NOT TO SCALE
DETAIL
NEW CROWN OF DIKE
WALKWAY 65'
R 1"
GRATING NOT SHOWN FOR CLARITY
NOTE:
WT 6x13
EQUAL
NO. 9 ELBOW OR APPROVED
HOLLAENDER SPEEDRAIL
EQUAL
NO. 9 ELBOW OR APPROVED
HOLLAENDER SPEEDRAIL
"8
WT 6x13
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| G-01_Signed Cover |
| G-02_Location and Vin Map |
| G-03_General Notes Legend and Abrv |
| G-04_Tabulations Channel Algn and Curve Data |
| G-05_Main Channel Dredge Cut Template |
| C-01_STA. 1210+00 TO 1145+00_(MILE 23-22)_Including Devils Elbow |
| C-02_STA. 1145+00 TO STA. 1045+00_(MILE 22-20) |
| C-03_STA. 1045+00 TO STA. 945+00_(MILE 20-18) |
| C-04_STA. 945+00 TO STA. 845+00_(MILE 18-16) |
| C-05_STA. 845+00 TO STA. 740+00_(MILE 16-14) |
| C-06_STA. 740+00 TO STA. 635+00_(MILE 14-12) |
| C-07_STA. 635+00 TO STA. 525+00_(MILE 12-10) |
| C-08_STA. 525+00 TO STA. 415+00_(MILE 10-8) |
| C-09_STA. 415+00 TO STA. 305+00_(MILE 8-6) |
| C-10_STA. 305+00 TO STA. 199+02.70_(MILE 6-5) |
| C-11_SNWR_BUDMAT - Marsh Creation Site |
| C-12_SNWR_BUDMAT - Weir Alignment and Typical Section |
| C-13_SNWR_BUDMAT - Staging Areas |
| C-14_CROSS SECTIONS_STA. 290+00 TO STA. 380+00 |
| C-15_CROSS SECTIONS_STA. 390+00 TO STA. 480+00 |
| C-16_CROSS SECTIONS_STA. 490+00 TO STA. 580+00 |
| C-17_CROSS SECTIONS_STA. 590+00 TO STA. 680+00 |
| C-18_CROSS SECTIONS_STA. 690+00 TO STA. 780+00 |
| C-19_CROSS SECTIONS_STA. 790+00 TO STA. 880+00 |
| C-20_CROSS SECTIONS_STA. 890+00 TO STA. 893+60 |
| C-21_DE CROSS SECTIONS_STA. 4+00 TO STA. 18+00 |
| C-22_DE CROSS SECTIONS_STA. 20+00 TO STA. 60+00 |
| C-23_DE CROSS SECTIONS_STA. 100+00 TO STA. 130+00 |
| C-24_Ditching & Draining_CDF-12B & 13 |
| C-25_Ditching & Draining_CDF-17 |
| C-26_Ditching & Draining_CDF-22 |
| C-27_Ditching & Draining_CDF-H |
| S-01 |
| S-02 |
| S-03 |
| S-04 |
| S-05 |
| S-06 |
File details come from the government source that posted it.