ED9099-09-H-0020-Drawings.pdf
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47032W2.dgn 7/10/2009 1:45:33 PM
BANK TIE-IN
NOTES:
1. ROCK DIKE CONSIST OF A 6’ CROWN AT AN ELEVATION
2. ALL DIKE TIE-INS SHALL BE PERPENDICULAR TO THE SHORELINE.
SHALL ALSO BE CONSTRUCTED ACCORDING TO THE
TYPICAL SECTIONS SHOWN ON SHEET 5.
OF 7.0’ M.L.G. WITH A 1 ON 2 SIDE SLOPES. ROCK BERMS
DIKE P.I. X- COORDINATE Y- COORDINATE
164+69.55
187+78.08
132+71.53
141+32.20
2,650,002.81 568,773.50
2,650,320.62 571,073.60
2,650,231.77 565,657.91
Safety is a Part of Your Contract
A DC
2,649,874.96 566,440.04
43 43
41 4040
4040 40
39 39
D I K
E
P I
C
L
S T
A
37 37
30 3030
30 30
2222 2221
NAVIGATION
LIGHT
NAVIGATION
LIGHT
C-02
A P
P R
O X
IM
A T
E M
IL
E
.7 T
O
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S
F O
R E
S H
O R
E P
R O
T E
C T
IO
N
A P
P R
O X
IM
A T
E M
IL
E
.0
P L
A N V
IE
W
B M
L
B M
L R
W B
K .J
O ’C
A
IN
A N
S I E
W P -0
-B -0
W P -0
-C
H -1
W .d g n
:1
C A
M E
R O
N A
N D C
A L
C A
S
IE
U P
A R
IS
H E
S L
O U
IS
IA
N A
J U
N
J U
N
BANK TIE-IN
BANK TIE-IN
AZ.4̂33’
CALCASIEU LAKE
P
A
AZ.4̂33’
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
PROPOSED FORESHORE PROTECTION
CAMERON PARISH 600’0 300’
SCALE:1"=300’
P
A
X 2648315.350
Y 566582.210
X 2650374.520
Y 566372.840
M A
T
H
A T
IO
N
INCENTIVE
CLAUSES
E ER
I N
G
N I
G N
E
LA
V
UE
YOUR KEY TO
HIGHER PROFITS
N
REACH 1
OPTION REACH
P
A
GAS PIPELINE CROSSING
TO BE REMOVED
FROM THE CHANNEL
TEJAS GAS CORP.
C/L 1003+58 EL. -56.4
HILCORPS
6" GAS PIPELINE
TIE IN TO
EXISTING LINE
AREA 17
DISPOSAL
X=2,649,834.06
Y= 571,715.52
U P
P
R
M
O F
W
R K
A P
P R
O X
M
L
E
A P
P R
O
L
E
C
A
47032W3.dgn 7/10/2009 1:50:03 PM
BANK TIE-IN
NOTES:
DIKE P.I. X- COORDINATE Y- COORDINATE
55+96.24
65+56.20
66+50.31
74+59.44
75+55.85
82+29.37
114+29.08
121+37.41
132+71.53
141+31.20
2,649,137.84
2,649,919.14
2,650,013.02
2,649,993.45
558,961.88
559,515.59
559,509.02
560,317.91
2,649,897.29
2,649,404.88
560,324.64
560,784.17
2,649,717.21
2,650,153.73
563,968.60
564,526.43
2,650,231.77 565,657.91
Safety is a Part of Your Contract
A DC
2,649,874.96 566,440.04
44 40
P I
P
A
P I
P
A
P I
P I
36 34
22 22
NAVIGATION
LIGHT
NAVIGATION
LIGHT
NAVIGATION
LIGHT
NAVIGATION
LIGHT
6 6
4 4
3 3
2 2
CALCASIEU SHIP CHANNELAZ.4̂33’
AZ. 4̂33’
CALCASIEU LAKE
CAMERON PARISH
P
A
P I
D O
C K
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
1. ROCK DIKE CONSIST OF A 6’ CROWN AT AN ELEVATION
2. ALL DIKE TIE-INS SHALL BE PERPENDICULAR TO THE SHORELINE.
SHALL ALSO BE CONSTRUCTED ACCORDING TO THE
TYPICAL SECTIONS SHOWN ON SHEET 5.
OF 7.0’ M.L.G. WITH A 1 ON 2 SIDE SLOPES. ROCK BERMS
600’0 300’
SCALE:1"=300’
PROTECTION
FORESHORE
PROPOSED
N
Y 566582.210
X 2648315.350
P I
INCENTIVE
CLAUSES
E ER
I N
G
N I
G N
E
LA
V
UE
YOUR KEY TO
HIGHER PROFITS
A P
P R
O X
IM
A T
E M
IL
E
.7 T
O
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S
F O
R E
S H
O R
E P
R O
T E
C T
IO
N
A P
P R
O X
IM
A T
E M
IL
E
.0
P L
A N V
IE
W
B M
L
B M
L R
W B
K .J
O ’C
A
IN
A N
S I E
W P -0
-B -0
W P -0
-C
H -1
M A
T
A T
IO
N
C-03
:1
M A
T
A T
IO
N
OPTION REACH
C A
M E
R O
N A
N D C
A L
C A
S
IE
U P
A R
IS
H E
S L
O U
IS
IA
N A
W .d g n
J U
N
J U
N
P
A
X 2650374.520
Y 566372.840
GAS PIPELINE CROSSING
TO BE REMOVED
FROM THE CHANNEL
TEJAS GAS CORP.
TIE IN TO EXISTING LINE
C/L 1003+58 EL. -56.4
HILCORPS
6" GAS PIPELINE
IT
G
E
N
A
V I
L
IG
D
C K
W R
T
E
N E R
Y
R P
IN
/L .0
G
DISPOSAL
AREA 22
AREA 17
DISPOSAL
X=2,648,739.80
Y= 560,409.29
A P
P R
O
L
E
C
A
A P
P R
O
L
E
C
A
47032W4.dgn 7/10/2009 10:51:48 AM
BANK TIE-IN
NOTES:
2. ALL DIKE TIE-INS SHALL BE PERPENDICULAR TO THE SHORELINE.
SHALL ALSO BE CONSTRUCTED ACCORDING TO THE
TYPICAL SECTIONS SHOWN ON SHEET 5.
OF 7.0’ M.L.G. WITH A 1 ON 2 SIDE SLOPES. ROCK BERMS
DIKE P.I. X- COORDINATE Y- COORDINATE
0+00
12+09.86
55+96.24
65+56.20
66+50.31
74+59.44
1. FORESHORE DIKE CONSIST OF A 6’ CROWN AT AN ELEVATION
75+55.85
82+29.37
2,648,417.55 553,359.70
2,648,704.84 554,599.24
2,649,137.84
2,649,919.14
2,650,013.02
2,649,993.45
558,961.88
559,515.59
559,509.02
560,317.91
2,649,897.29
2,649,404.88
560,324.64
560,784.17
Safety is a Part of Your Contract
A DC
INCENTIVE
CLAUSES
E ER
I N
G
N I
G N
E
LA
V
UE
YOUR KEY TO
HIGHER PROFITS
D I K
A
P I
P
A
P
A
P I
P I
P I
P I
31 31
30 30 27
21 21
20 19
4 4
4 4
3 3
3 3
3 2
2 2
2 2
PROPOSED FORESHORE PROTECTION
REACH 2
1 1
1 11
1 1
CALCASIEU SHIP CHANNEL
AZ. 4̂33’
CALCASIEU LAKE
CAMERON PARISH
M A
T
A T
IO
N
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
0 0
N
R W
B
T O A
P P
R O
X
IM
A T
E M
IL
E
.0
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S
F O
R E
S H
O R
E P
R O
T E
C T
IO
N
A P
P R
O X
IM
A T
E M
IL
E
.7
P L
A N V
IE
W
B M
L
B M
L
K .J
O ’C
A
IN
A N
S I E
W P -0
-B -0
W P -0
-C
H -1
-4
600’0 300’
SCALE:1"=300’
:1
C-04
C A
M E
R O
N A
N D C
A L
C A
S
IE
U P
A R
IS
H E
S L
O U
IS
IA
N A
W .d g n
J U
N
J U
N
W R
T
E
N E R
Y
R P
IN
/L
IT
E
A
V I
L
IG
D
C K
DISPOSAL
AREA 22
X=2,648,739.80
Y= 560,409.29
L O
W
M
R K
A P
P R
O
L
E
A P
P R
O
L
E
C
A
DISPOSAL
AREA 23
47032W5.dgn 7/10/2009 10:53:54 AM
1. ROCK BERMS SHALL BE CONSTRUCTED BEFORE
DIKE ELEVATION EXCEEDS +2.0 M.L.G.
2. ALL MATERIAL TAKEN FROM THE FLOTATION CHANNEL
DEPOSITED ON THE LAND SIDE OF THE ROCK DIKE.
1. ROCK BERMS SHALL BE CONSTRUCTED BEFORE
DIKE ELEVATION EXCEEDS +2.0 M.L.G.
2. ALL MATERIAL TAKEN FROM THE FLOTATION CHANNEL
DEPOSITED ON THE LAND SIDE OF THE ROCK DIKE.
7. All dike tie-ins shall be perpendicular to the shoreline.
8. All elevations are refereneced to MLG PRE-83 epoch.
AA
Existing ground surface
Ban k p av ing
10’
Tie into natural ground.
Dr es s ba nk a s re qu ire d
3’ Th ick
A DC
INCENTIVE
CLAUSES
E ER
I N
G
N I
G N
E
LA
V
UE
YOUR KEY TO
HIGHER PROFITS
Safety is a Part of Your Contract
3’ MINIMUM 3’ MINIMUM
GEOTEXTILE)
(SEPARATOR
3’ MINIMUM
GEOTEXTILE)
(SEPARATOR
3’ MINIMUM
GEOTEXTILE)
(REINFORCEMENT
NOTES:
3’ MINIMUM
(REINFORCEMENT
GEOTEXTILE)
3’ MINIMUM
GEOTEXTILE)
(SEPARATOR
3’ MINIMUM
GEOTEXTILE)
(SEPARATOR
3’ MINIMUM
GEOTEXTILE)
(REINFORCEMENT
3’ MINIMUM
(REINFORCEMENT
GEOTEXTILE)
3’ MINIMUM
GEOTEXTILE)
(SEPARATOR
3’ MINIMUM
GEOTEXTILE)
(SEPARATOR
3’ MINIMUM
GEOTEXTILE)
(REINFORCEMENT
NOTES:
(REINFORCEMENT
GEOTEXTILE)(460 lb/in)
DRESSED BANK
V o n
H
V o n
H
1V on 2H
1V on 2H
REPOSE OF EXISTING GROUND
F
T
3-FT THICK
ROCK BERM
CROWN ELEV. +7.0 MLG
25’
50’
TYPICAL TIE-IN TO BANKLINE
FORESHORE PROTECTION DIKE
PLAN VIEW
(Not To Scale)
Toe of Cut
SECTION B-B
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
M A
R K
D E
S C
R
IP
T
IO
N A
P P
R
D A
T E
US ARMY CORPS
OF ENGINEERS
NEW ORLEANS DISTRICT
SHEET
IDENTIFICATION
NUMBER
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
M
IS
S
IS
S
IP
P I
V A
L L E
Y D
IV
IS
IO
N
C A
L C
A S
IE
U R
IV
E R A
N D P
A S
S L
A
F O
R E
S H
O R
E D
IK
E C
O N
S T
R U
C T
IO
N
T O
D E
T A
IL
S
H E
E T
A N
S I E
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 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
K J O
M A
R
:1
R
IC
K B
R O
U S
S A
R D
H -1
-4
W .D
G N
W P -0
-B -0
J U
N E
C-05
C A
M E
R O
N A
N D C
A L
C A
S
IE
U P
A R
IS
H E
S L
A
A P
P R
O X
IM
A T
E M
IL
E
.8
B M
L
B M
L
A P
P R
O X
IM
A T
E M
IL
E
.0
DISPOSAL SIDECHANNEL SIDE
TYPICAL CORE SECTION
DISPOSAL SIDECHANNEL SIDE
APPROX. C/L STA. 164+69.55 to APPROX. C/L STA. 187+78.08
APPROX. C/L STA. 132+71.53 to APPROX. C/L STA. 74+59.44
DISPOSAL SIDECHANNEL SIDE
APPROX. C/L STA. 66+50.31 to APPROX. C/L STA. 0+00.00
TYPICAL FORESHORE SECTION - REACH 1
TYPICAL FORESHORE SECTION - REACH 2
TYPICAL FORESHORE SECTION - OPTION REACH
DIKECL
2H:
V
2H:
V
EL 7
MINIMUM 3’ COVER ARMOR STONE
EL -7.0
6 FEET
1H :1
V
3 FT
CORE SECTION
SEPARATOR GEOTEXTILE
2H: 1V
REINFORCEMENT GEOTEXTILE
FLOATATION CHANNEL/EARTHEN
BERM BORROW SOURCE
65’ FEET MINIMUM
30H: 1V
15 FEET
EL 3.5
20H: 1V
10 FEET
3 FT
MINIMUM 3’ COVER EARTHEN FILL
DIKECL
2H:
V
EL 7
MINIMUM 3’ COVER ARMOR STONE
EL -7.0
6 FEET
1H :1
V
CORE SECTION
SEPARATOR GEOTEXTILE
2H: 1V
REINFORCEMENT GEOTEXTILE
FLOATATION CHANNEL/EARTHEN
BERM BORROW SOURCE
50’ FEET MINIMUM
DIKECL
2H:
V
2H:
V
EL 7
MINIMUM 3’ COVER ARMOR STONE
EL -7.0
6 FEET
1H :1
V
3 FT
CORE SECTION
SEPARATOR GEOTEXTILE
2H: 1V
REINFORCEMENT GEOTEXTILE
FLOATATION CHANNEL/EARTHEN
BERM BORROW SOURCE
65’ FEET MINIMUM
10H: 1V
5 FEET
EL 3.5
20H: 1V
10 FEET
3 FT
MINIMUM 3’ COVER EARTHEN FILL
(UNCOMPACTED)
(UNCOMPACTED)
ARMOR STONE
EXISTING
GROUND SURFACE
SECTION
NOT TO SCALE
A
5’ MAX.
3’ MIN.
END DETAIL
CORE MATERIAL
EL.4.0+/- (MLG)
EL.7.0 MLG
ELEVATION
VARIES
CHANNEL SIDE
LAND SIDE
CORE MATERIAL
EL.4.0
4’
1V o n 2H 1V on 2H
EXISTING GROUND
C/L COMPOSITE CLOSURE
REINFORCEMENT GEOTEXTILE
WIDTH DETERMINED BY DESIGN SECTION
CHANNEL SIDE LAND SIDE
(NOT TO SCALE)
TYPICAL PLAN VIEW
(NOT TO SCALE)
north and south limits of dike, where the structure
Notes:
4. Bankline shall be dressed as required to assure acceptance of stone paving. Dress slope shall be no steeper than 1V on 2H.
and 25 feet landward of the dike C/L as shown on the plan drawings.
5. Bank paving shall be constructed and accepted prior to construction of dike tie-in.
6. Spoil material resulting from bank dressing shall be
3. Paving shall extend 50 feet channelward of the dike C/L, disposed of on overbank, or behind the stone dike alignment.
dike, where the structure ties into existing land.
2. Stone bank paving is required at the interior gap in the ties into existing land.
1. Stone bank tie-ins are required at both the
REQUIRED BANK TIE-INS
Dike C/L of bank
Top of bank paving
BB
Slope to Dress
Steepest
Allowable
CHANNEL SIDE
LAND SIDE
10’
Approx. top
1V on 3H
47032W6.dgn 7/23/2009 12:56:12 PM
NOTES:
1. ALL ELEVATIONS IN BOTH SECTION AND PROFILE
ARE M.L.G. PRE-83 EPOCH.
2. EXISTING GROUND ELEVATIONS WERE TAKEN
4. ROCK DIKE CONSIST OF A 6’ CROWN AT AN ELEVATION
OF THE DIKE, AT AN ELEVATION 3’ ABOVE THE NATURAL
5. BASELINE TRAVERSE INFORMATION IS AVAILABLE UPON
THE U.S. ARMY CORPS OF ENGINEERS.
REQUEST AT THE NEW ORLEANS DISTRICT OF
OF 7.0’ M.L.G. WITH A 1 ON 2 SIDE SLOPES. A BERM
SHALL ALSO BE CONSTRUCTED AT THE CHANNEL SIDE TOE
GROUND LINE AND AT A WIDTH ACCORDING TO THE TYPICAL
3. ALL P.I. & P.T. STATION NUMBERS REFLECT DIKE CENTERLINE.
FROM SURVEY TAKEN ON APR 2009.
SECTIONS SHOWN ON SHEET 5.
6. THE DIKE TIE-IN AT THE NORTHERN AND SOUTHERN
LIMITS OR WORK SHALL BE PERPENDICULAR TO THE
SHORELINE.
-5
-10
-15
E l e v a t i o n i n e t
L G
0 25 50 75 100-25-50-75-100
-5
-10
-15
E l e v a t i o n
L G
-5
-10
-15
E l e v a t i o n
G L
0 25 50 75 100-25-50-75-100
-5
-10
-15
E l e v a t i o n
G L
-5
-10
-15
E l e v a t i o n
L G
0 25 50 75 100-25-50-75-100
-5
-10
-15
E l e v a t i o n
L G
-5
-10
-15
E l e v a t i o n
G L
0 25 50 75 100-25-50-75-100
-5
-10
-15
E l e v a t i o n
G L
EARTHEN BERM
-5
-10
-15
E l e v a t i o n
L G
0 25 50 75 100-25-50-75-100
-5
-10
-15
E l e v a t i o n
L G
-5
-10
-15
E l e v a t i o n
G L
0 25 50 75 100-25-50-75-100
-5
-10
-15
E l e v a t i o n
G L
-5
-10
-15
E l e v a t i o n
L G
0 25 50 75 100-25-50-75-100
-5
-10
-15
E l e v a t i o n
L G
-5
-10
-15
E l e v a t i o n
G L
0 25 50 75 100-25-50-75-100
-5
-10
-15
E l e v a t i o n
G L
EARTHEN BERM
-5
-10
-15
E l e v a t i o n
L G
0 25 50 75 100-25-50-75-100
-5
-10
-15
E l e v a t i o n
L G
DIKE C/L STA 9+21
DIKE C/L STA 27+11
EARTHEN BERM
DIKE C/L STA 51+14
EARTHEN BERM
DIKE C/L STA 83+08
DIKE C/L STA 95+10
DIKE C/L STA 113+40
DIKE C/L STA 169+35
DIKE C/L STA 175+36
EARTHEN BERM
DIKE C/L STA 181+38
EARTHEN BERM
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File details come from the government source that posted it. Updated .