A21_-_W912P818B0022,_Plans_2.pdf
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M A
IN
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G F
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SHEET
NEW ORLEANS DISTRICT
S O
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N N
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®of Engineers
US Army Corps
U .S
A R
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P S O
F E
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S D
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T R
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N A
K .J .O
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J .I .V .S
J U
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A L S
A L
C E
D O
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W P -1
-B
K E
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H J
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A
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A U
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C A
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A S
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U A
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N A
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L B
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C A
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A S
IE
U R
IV
E R A
N D P
A S
S L
A
C-01
NOTE: SEE SHEET G-03 FOR GENERAL NOTES
C /L P .O .T
L
IM
IT
O
F W
O R
K A
P P
R O
X
C /L S
T A
E N
D O
F T
U R
N
IN
G B
A S
IN
S T A . 0
.0
A
589660.55
Y-COORDINATE
584421.29
588447.12
588600.04
589505.04
C/L STATION
P.O.T. 2+79.00
P.T. 64+49.30
X-COORDINATE
P.C. 62+07.87
590104.02
DEVIL'S ELBOW C/L COORDINATES
P.C. 79+91.57
P.T. 83+07.15
P.C. 94+30.74
P.T. 99+55.87 590246.81
P.C. 117+43.01 590507.70
P.T. 120+79.50 590517.42
P.C. 135+77.52 590384.91
P.T. 137+57.32 590357.81
590041.52P.O.T. 152+45.00
Y: 583672.56
X: 2650991.81
P.C. STA. 1175+44.83
(CURVE # 3)
P.I. STA. 1186
+87.11
Y:
.73
X:
7.5
P.T . S
TA.
7+9 9.7
EL. -120.0 M.L.G.
APPROX. C/L STA. 1139+96.30
42" GAS PIPELINE
CHENIERE CREOLE TRAIL P/L
EL. -90.0 M.L.G.
APPROX. C/L 1210+58.70
6" GAS PIPELINE
WILLIAMS PETROCHEM, 6-IN GAS
EL. -120.0 M.L.G.
APPROX C/L STA. 1230+37.61
42" GAS P/L
KINDER MORGAN PIPELINE
STA. 1140+00
STA. 1170+00
STA. 1
+00
STA. 1
+00
MIL
E 2
MILE 22
MIL
E 24
GB # 91
RB # 92
GB # 97
RB # 98
RB # 96
GB # 99
RB # 100
(73585)
DEVIL'S ELBOW
CURVE # DELTA D.O.C. TANGENT LENGTH RADIUS
CHANNEL C/L CURVE DATA
22°33'42" 1°00'02" 1142.28' 2254.96' 5726.53'3
STA.
+0
STA.
0+
STA.
0+
STA. 1
+00
STA. 1280+00
CDF-15
CAMERON PARISH
2651220.62
2655578.57
2655765.20
2657014.03
2657287.89
2658320.25
2658824.15
2660592.16
2660927.74
2662419.89
2662597.52
2664051.35
Y: 58199.76
X: 2651031.036
P.C. STA 1159+93.56
R= 5714.94'
L= 4162.79'
T= 2178.43'
D.O.C.= 1°00'09"
DELTA=41°43'55"
CURVE DATA
SOUTH FLARE
Y : 585646.24
X : 2652841.37
P .T . S
T A 23+
02.77
Y : 585734.33
X : 2652347.25
P .T . S
T A 19+
99.60
Y: 586122.99
X: 2650908.99
P.C.
C A L C
A S
IE
U S
H
IP
C
H A
N N
E L
D E V
IL
'S E
LB
O
W
R=2025.71'
L=525.13'
T=264.08'
D.O.C.= 2°49'42.32"
DELTA=14°51'10.44"
CURVE DATA
SOUTH FLARE
0 1400'700'
SCALE
N
HENRY PUGH BLVD.
B
IG
L
A K
E R
D
BURTON SHIPYARD ROAD
C A
LC
A S
IE
U
LO
C K S R
O A D
:1
Y: 5
49.
X: 2
.25
STA. 1
+00
R=879.81'
L=1776.76'
T= 1400'
D.O.C.= 6°30'44"
DELTA=115°42'23"
CURVE DATA
NORTH FLARE
R=2033.77'
L=241.43'
T=120.86
D.O.C.=2°49'01.97"
DELTA=6°48'05.76"
CURVE DATA
R=1425.63'
L=315.58'
T=158.43'
D.O.C.= 4°01'08.33"
DELTA=12°40'59.16"
CURVE DATA
R=1431.37'
L=336.49'
T=169.03'
D.O.C.= 4°10'10.27"
DELTA=13°28'09.12"
CURVE DATA
R=1430.60'
L=179.80'
T=90.02'
D.O.C.=4°00'18.02"
DELTA=7°12'03.60"
CURVE DATA
C H
O U
P
IQ
U E
IS
L
A N
D
R E V E
TM
E N T
D E
V
IL
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L B
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REVETMENT
S T A . 19+
99.60
S T A . 2+
75.00
S T A . -10+
00.00
136°16'00.9"
400'
7° '0 6.
8"
S T A . 6
.8
S T A . 6
.3
4° '1 2.
6°4
5'1 1.7
2"
261°36 '22.16" 275°04'31.28"
282°16'34.88"
P .C . S
T A . 7
.5
P .T . S
T A . 8
.1
P .C . S
T A . 9
.7
P .T . S
T A . 9
.8
P .C . S
T A . 1
.0
P .T . S
T A . 1
.5
C /L S
T A .0
P .C . S
T A . 1
.5
P .T . S
T A . 1
.3
964' 1034'
C /L S
T A . 1
.0
S T
A . 1
EL. -78.0 M.L.G.
APPROX C/L STA. 65+37
36" CRUDE OIL P/L
PROPOSED SHELL PIPELINE
EL. -78.0 M.L.G.
APPROX C/L STA. 1228+50.36
36" CRUDE OIL P/L
PROPOSED SHELL PIPELINE
EL. -120.0 M.L.G.
APPROX C/L STA. 73+22
42" GAS P/L
KINDER MORGAN PIPELINE
EL. -55.0 M.L.G.
APPROX C/L STA. 81+99
6" GAS P/L
CHEVRON PIPELINE CO.
(NOT AVAILABLE IN THIS CONTRACT)
CDF-12A
LIMIT
DREDGING
LOWER
LIM
ITDREDGIN
G UPPER
Y: 580641.92
X: 2650698.24
STA. 1145+00
MATCHLINE SHEET C-02
(A P
P R
O X
M
IL
E
T
O
S T
A T
O
C -0
S
T A T
O
(M
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-2
In c lu d in g D e v il s E lb o w
CDF-12B
CDF-13
CHOUPIQUE ISLAND
L
IM
IT
O
F W
O R
K
S T A . 7
.0
D R E
D G
IN
G L
IM
IT
U P P
UPPER LIMIT OF WORK
Y: 592483.11
X: 2648068.06
STA. 1270+00
IN
T E
N A
N C
E D
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D G
IN
G F
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M
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IDENTIFICATION
SHEET
NEW ORLEANS DISTRICT
S O
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US Army Corps
U .S
A R
M Y C
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P S O
F E
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W O
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T R
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W O
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A N
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N A
K .J .O
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J .I .V .S
J U
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V
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A L S
A L
C E
D O
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W P -1
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H J
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A
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A U
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C A
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A S
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U A
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A M
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H E
S L
A
N A
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N A
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D
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C A
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A S
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U R
IV
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N D P
A S
S L
A
N
800'0 400'
SCALE C-02
M A
T C
H L
IN
E S
H E
E T C -0
GB #87
CAMERON PARISH
NOTE: SEE SHEET G-03 FOR GENERAL NOTES
CHANNEL C/L
:1
CDF-17
M
IL
E
S T
A
S T
A
FSDA-17
(A P
P R
O X
M
IL
E
T
O
S T
A T
O S
T A
Y .5
X .0
S T
A
M A
T C
H L
IN
E S
H E
E T C -0
Y .9
X .2
S T
A
MUD LAKE
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
RB #88
M
IL
E
EL. -120.0' M.L.G.
APPROX. C/L STA. 1139+96.30
42" GAS PL.
CHENIERE CREOLE TRAIL PL.
EL. -112.0' M.L.G.
APPROX. C/L STA. 1091+06.14
36" GAS PL.
PROPOSED COLUMBIA GULF PL.
RB #90
GB #89
CDF-15
C -0
S
T A T
O S
T A (M
IL
E
-2 ft
TEMPORARY WORK AREA
Y 570924.843
X 2651185.132
Y 571076.022
X 2651219.625
Y 571143.598
X 2651037.279
Y 571179.472
X 2650830.960
Y 571376.644
X 2650724.031
Y 571467.950
X 2650493.559
Y 571340.586
X 2650336.003
Y 571055.582
X 2650328.371
Y 571086.906
X 2650307.869
Y 570878.568
X 2651128.765
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:
CDF-13
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
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IDENTIFICATION
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NEW ORLEANS DISTRICT
S O
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N N
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US Army Corps
U .S
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N A
K .J .O
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J .I .V .S
J U
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A L S
A L
C E
D O
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W P -1
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K E
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H J
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A
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A U
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C A
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A S
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U A
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N A
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N A
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D
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IF
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C A
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A S
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N D P
A S
S L
A
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800'0 400'
SCALE C-03
M
IL
E
M A
T C
H L
IN
E S
H E
E T C -0
GB #85
LAKE CALCASIEU
CAMERON PARISH
NOTE: SEE SHEET G-03 FOR GENERAL NOTES
CHANNEL C/L
S T
A
:1
FSDA-19
S T
A
S T
A
S T
A
S T
A
S T
A
S T
A
M
IL
E
M
IL
E
S T
A
S T
A
S T
A
S T
A
CDF-17
FSDA-17
(A P
P R
O X
M
IL
E
T
O
S T
A T
O S
T A
EL. -93.0' M.L.G.
APPROX. C/L STA. 976+24.55
6" GAS PL.
PROPOSED HARVEST PL.
EL. -48.0' M.L.G.
APPROX. C/L STA. 937+59.92
6" OIL PL.
GULFPORT ENERGY CROP.
(TO BE ABANDONED)
EL. -56.4' M.L.G.
APPROX. C/L STA. 1002+40.5
6" GAS PL.
HARVEST PL.
Y .1
X .8
S T
A
Y .5
X .0
S T
A
HWY 27
C -0
S
T A T
O S
T A (M
IL
E
-1
(NOT AVAILABLE IN THIS CONTRACT)
CDF-19
ft
ACCES ROUTE CDF-17
TEMPORARY WORK AREARB #86
DAY MARKER (73595)
Y 568724.751
X 2650012.281
Y 568618.441
X 2650029.283
Y 568408.322
X 2649905.620
Y 567555.161
X 2649847.873
Y 567506.71
X 2649912.03
Y 567357.433
X 2649935.102
Y 567032.448
X 2649786.213
Y 567203.355
X 2649798.097
Y 566879.992
X 2649938.863
Y 566508.780
X 2649927.892
Y 565773.434
X 2650264.860
Y 565805.816
X 2650707.226
Y 566296.706
X 2650195.253
M A
T C
H L
IN
E S
H E
E T C -0
IN
T E
N A
N C
E D
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D G
IN
G F
Y
M
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.0
IN
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SHEET
NEW ORLEANS DISTRICT
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US Army Corps
U .S
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J .I .V .S
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A L S
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A U
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C A
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A M
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A
N A
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N A
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D
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IF
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C A
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A S
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U R
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N D P
A S
S L
A
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800'0 400'
SCALE C-04
S T
A
M
IL
E
M A
T C
H L
IN
E S
H E
E T C -0
(A P
P R
O X
M
IL
E
T
O
S T
A T
O S
T A
GB #81
RB #82
LAKE CALCASIEU
HW
Y 27
CAMERON PARISH
NOTE: SEE SHEET G-03 FOR GENERAL NOTES
Y .6
X .7
S T
A
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
S T
A
CDF-22
FDDA-22
:1
FDDA-19
S T
A
M
IL
E
C -0
S
T A T
O S
T A (M
IL
E
-1
ACCESS ROUTE TO CDF-22
GAP FOR DISPOSAL AREA ACCESS
(NOT AVAILABLE IN THIS CONTRACT)
CDF-19
U P
P E
R L
IM
IT
O
F D
R E
D G
IN
G
Y .1
X .8
S T
A
M A
T C
H L
IN
E S
H E
E T C -0
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)
M
IL
E
Y .9
X .9
S T
A
| 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.