H01-Drawings.pdf
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- W912P8-16-B-0043
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R1-5
R1-6
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®of Engineers
US Army Corps
U .S
A R
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F E
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3'
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SCALE:1"=500'
1000'500'
FOR GENERAL NOTES - SEE DRAWING C-13
C/L STA. 485+00 3,475,810.10 343,044.56
C/L STA. 459+45.46
X-COORD Y-COORD
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OTATI
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R -1
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-4
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X 3475543
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R2-12
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R2-14
R2-15
R2-16
R2-17
R2-1
R2-2
R2-3
R2-4
R2-5
R2-6
R2-7
R2-8
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FROM B/L
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PROPOSED ROCK DIKE
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BEHIND DIKE ALIGNMENT.
INTO EXISTING OPEN WATER AREA
POTENTIAL FISH DIP LOCATION
SOUTH LA. ELECTRIC COOP.
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(ABANDONED IN PLACE)
C/L STA 530+89.71 (APPROX.)
NEW ORLEANS DISTRICT
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N N
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IDENTIFICATION
SHEET
D A
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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
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C/L STA. 485+00 3,475,801.10 343,044.56
340,628.31
HNC CHANNEL CENTERLINE
C /L S
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C /L S
T A
C /L S
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0.9 5"
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3'
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3'
X-COORD Y-COORDSTATION
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FOR GENERAL NOTES - SEE DRAWING C-13
C/L STA. 530+00 3,475,244.13 338,579.11
C/L STA. 509+33.61
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A V
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A N
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C O
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C A
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S H
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R O
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REACH
R -6
R -7
R -8
R -9
R -1
R -1
R -1
R -1
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-1
R -1
R -1
R2-17
X 3475117
Y 339131
FL
OTATI
ON
C/L PT
FROM B/L
OFFSET
R3-11
R3-12
R3-13
R3-14
R3-15
R3-16
R3-17
R3-1
R3-2
R3-3
R3-4
R3-5
R3-6
R3-7
R3-8
R3-9
C/L PT
FROM B/L
OFFSET
R3-10
R3-18
PROPOSED ROCK DIKE
ALLOWABLE FLOTATION
BEHIND DIKE ALIGNMENT.
INTO EXISTING OPEN WATER AREA
POTENTIAL FISH DIP LOCATION
SOUTH LA. ELECTRIC COOP.
SUBMARINE CABLE
ELEV. -27.0' MLG
(ABANDONED IN PLACE)
C/L STA 530+89.71 (APPROX.)
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IT
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D A
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M A
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S C
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N
C O
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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
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T R
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N A
N
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N
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N E P
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H L
A :1
C-05
SCALE:1"=500'
1000'500'
HOUMA
NAVI
GATI
ON
CANAL
C /L S
T A
C/L STA. 530+00 338,579.11
HNC CHANNEL CENTERLINE
3,475,244.13
C /L S
T A
C /L S
T A 0 C /L S
T A
GEOD
AZ 1
°1 8'1
0.0 0"
C /L S
T A .1
X .3
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7° '18 .37
3,474,917.32 336,079.64
M A T C
H L
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P L
A N V
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IW
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E A
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H O
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REACH
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6, ,0
3, ,0
3, ,0
,0
6, ,0
,0
,0
,0
,0
,0
,0
°4
3'
°4
3'
FOR GENERAL NOTES - SEE DRAWING C-13
C/L STA. 560+00 3,474,850.57 335,604.80
C/L STA. 555+21.11
Y-COORD X-COORD
FL
OTATI
ON
FL
O
TATI
REACH
X 3474703
Y 336757
R -1
R -1
R -1
R -1
R -1
R -1
R -1
R -1
R3 -1
R -2
R -3
R -4
R -5
R -6
R -8
R -9
R -7
R -1
X 3474955
Y 338314
X 3474721
Y 336901
X 3474657
Y 335913
R -1
R -1
R -2
R -3
R -4
R -5
R -6
R -7
R -8
R -9
R -1
R -1
R -1
R -2
R -3
R -4
R -5
R -6
R -7
R -8
R -9
R -1
R -1
R
C/L PT
FROM B/L
OFFSET
R5-11
R5-12
R5-1
R5-2
R5-3
R5-4
R5-5
R5-6
R5-7
R5-8
R3-9
C/L PT
FROM B/L
OFFSET
R5-10 276
PROPOSED ROCK DIKE
ALLOWABLE FLOTATION
CENTERLINE/BASELINE OFFSET
C/L PT
FROM B/L
OFFSET
R5-11
R5-12
R5-1
R5-2
R5-3
R5-4
R5-5
R5-6
R5-7
R5-8
R3-9
C/L PT
FROM B/L
OFFSET
R5-10 276
PROPOSED ROCK DIKE
ALLOWABLE FLOTATION
S O
L
IC
IT
A T
IO
N N
O
F
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A M
E
D W
N B
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C K
D B
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D B
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2 3
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D A
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M A
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D E
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N
C O
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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
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W O
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A N
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N A
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SCALE:1"=500'
1000'500'
N
NAVI
GATI
ON
CANAL
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C /L S
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6° '20 .13
C /L S
T A
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7° '54 .43
C /L S
T A
C /L S
T A
C /L S
T A
C /L S
T A
X Y
C/L STA. 660+00 325,699.47
HNC CHANNEL CENTERLINE
3,473,485.32
3,472,961.04 321,321.65C/L STA. 704+09.10
REACH
FL
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TATI
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F
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N
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A N V
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C/L STA 681+06.28 (APPROX.)
GULF SOUTH PIPELINE
12" PIPELINE
SOUTH LA. ELECT. COOP ASSOC.
SUBMARINE CABLE (PROPOSED)
C/L STA 698+07.18 (APPROX.)
SOUTH LA. ELECT. COOP ASSOC.
SUBMARINE CABLE (EXISTING)
EL. -24.0' M.L.G.
C/L STA 698+33.76 (APPROX.)
WITHIN 50' OF P/L
NO EXCAVATION
,0
,0
6, 1, ,0
3, 1, ,0
3, ,0
,0
,0
,0
,0
,0
°4
°4
FOR GENERAL NOTES - SEE DRAWING C-13
W P -1
-B -0
A U
G U
S T
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
W P
-X
A N
S I
D
S H
O R
E L
IN
E P
R O
T E
C T
IO
N
T E
R R
E B
O N
N E P
A R
IS
H L
A
:1
C-06
SCALE:1"=500'
1000'500'
N
NAVI
GATI
ON
CANAL
HOUMA
C /L S
T A
X 3472891.560
Y 324638.888
X 3472887.284
Y 322309.462
GEOD
AZ
6° '20 .13
C /L S
T A
.1
X .0
Y .6
GEOD
AZ
7° '54 .43
C /L S
T A
C /L S
T A
C /L S
T A
C /L S
T A
X Y
C/L STA. 660+00 325,699.47
HNC CHANNEL CENTERLINE
3,473,485.32
3,472,961.04 321,321.65C/L STA. 704+09.10
REACH
FL
O
TATI
O N
F
LO
T A T
IO
N
P L
A N V
E
IW
R
E A
C H
E D -1
-0
H O
U M
A N
A V
IG
A T
IO
N C
A N
A L
C O
N T
IN
U
IN
G A
U T
H O
R
IT
IE
S
P R
O G
R A
M
C A
P
B ri a n L e a u m o n t
B M
L K J O
K e it h J
O 'C a in
J
U L
Y
C -0
.d g n
H -1
-4
EL. -21.2' M.L.G.
C/L STA 681+06.28 (APPROX.)
GULF SOUTH PIPELINE
12" PIPELINE
SOUTH LA. ELECT. COOP ASSOC.
SUBMARINE CABLE (PROPOSED)
C/L STA 698+07.18 (APPROX.)
SOUTH LA. ELECT. COOP ASSOC.
SUBMARINE CABLE (EXISTING)
EL. -24.0' M.L.G.
C/L STA 698+33.76 (APPROX.)
WITHIN 50' OF P/L
NO EXCAVATION
,0
,0
6, 1, ,0
3, 1, ,0
3, ,0
,0
,0
,0
,0
,0
°4
°4
FOR GENERAL NOTES - SEE DRAWING C-13
W P -1
-B -0
A U
G U
S T
152 FT. +/-
152 FT. +/-
1V:2H
SLOPE
1V: 3H
SLOPESLOPE
1V:3H
1V: 3H
SLOPE
SLOPE
1V:3H
SLOPE
1V:2H
ELEV.+2.5 MAX.
xx
EXCAVATE AS NEEDED
EXCAVATE AS NEEDED
W P -1
-B -0
T H
E O
R E
T
IC
A L S
E C
T
IO
N S
C O
N T
IN
U
IN
G A
U T
H O
R
IT
IE
S
S H
O R
E L
IN
E P
R O
T E
C T
IO
N
T E
R R
E B
O N
N E P
A R
IS
H L
A
B M
L
H -1
-4
C-07
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
A N
S I
D
K J
O
:1
H O
U M
A N
A V
IG
A T
IO
N C
A N
A L
P R
O G
R A
M
C A
P
E D -1
-0
B ri a n L e a u m o n t
K e it h J
O 'C a in
C -0
.d g n
J
U L
Y
A U
G U
S T
3' EXTENSION
NOTE: FOR REACH WHERE FLOTATION MATERIAL IS TO BE PLACED BEHIND DIKE.
NOTE:
1. ALL ELEVATIONS REFERENCE NAVD88 DATUM.
THEORETICAL DIKE SECTION WITH FLOTATION CHANNEL AND LAND SIDE DISPOSAL
EXISTING LAKE BOTTOM
EXISTING LAKE BOTTOM
3. A TOLERANCE OF +/- 0.5-FOOT FROM THE SLOPES, LINES, AND GRADES
SHOWN ON THE CONTRACT DRAWINGS WILL BE ALLOWED IN THE FINISHED
SURFACE OF THE STONE, EXCEPT THAT THE EXTREME OF THIS TOLERANCE
SHALL NOT BE CONTINUOUS OVER A DISTANCE GREATER THAN 200 LF.
SCALE: N.T.S.
ELEVATION VARIES
SCALE: N.T.S.
ELEVATION VARIES
THEORETICAL DIKE SECTION WITH FLOTATION CHANNEL AND CHANNEL SIDE DISPOSAL
WHERE PRACTICAL ALL SPOIL MATERIAL SHALL BE PLACED BEHIND THE ROCK DIKE
OF PROJECT. NO MATERIAL SHALL BE PLACED ON THE BANKS.
2. MAX ELEVATION OF LANDSIDE SPOIL SHALL NOT EXCEED (+)2.5 FT UPON COMPLETION
LAND SIDE
LAND SIDE
HNC SIDE
HNC SIDE
SHALL EXTEND
FROM TOE OF DIKE
SHALL EXTEND
FROM TOE OF DIKE
3 FEET
3 FT.
GEOTEXTILE
GEOTEXTILE
3'
FOUNDATION
GEOTEXTILE
GEOTEXTILE
FOUNDATION
80 FT. MIN.
EL. APPROX.
(-) 1 FT.
STONE
STONE
EL. +5.0 (TYP.)
C/L DIKE
10 FT. MIN.
6.0 FT.10 FT. MIN.
10 FT. MIN.
EL. +5.0 (TYP.)5.5 FT.
C/L DIKE
10 FT. MIN.
+2.0'
+2.0'
80 FEET MINIMUM
TOP OF BANK.
ON TOP OF BANK OR LANWARD OF
NO MATERIAL SHALL BE PLACED
EL.-7.0 MAX.
EL.-7.0 MAX.
60 FT. MAX.
BOTTOM WIDTH
FLOTATION CHANNEL
FLOTATION CHANNEL
BOTTOM WIDTH
60 FT. MAX.
TOP OF BANK
SEE PLAN DRAWINGS
VARIES
CHANNEL
FROM FLOTATION
DISPOSAL MATERIAL
TOP OF BANK
SEE PLAN DRAWINGS
VARIES
CHANNEL
FROM FLOTATION
DISPOSAL MATERIAL
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
447+00
452+00
457+00
462+00
467+00
80'
1V ON 2HEL. -7.0'
80'
80'
1V ON 2H
EL. -7.0'
80'
1V ON 2H
EL. -7.0'
80'
1V ON 2H
EL. -7.0'
472+00
80'
EL. -7.0'
1V ON 2H
C/L
C/L
C/L
C/L
+5.0
+5.0
+5.0
+5.0
+5.0
+5.0
REQUIRED
FLOTATION
NO
C/L
C/L
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
REACH 1
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
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
NOTES:
1. GROUND LINES SHOWN WERE TAKEN FROM SURVEY DATED SEPT 2014
2. FLOTATION EXCAVATION ALLOWED TO (-)7.0 NAVD88 AT A MAXIMUM 60 FT BOTTOM WIDTH
3. ELEVATIONS SHOWN ARE IN FEET - NAVD88
4. REQUIRED DIKE DIMENSIONS ARE 6.0' CROWN TO ELEVATION +5.0 NAVD88
C R
O S
S S
E C
T
IO
N S R
E A
C H
T E
R R
E B
O N
N E P
A R
IS
H L
A
C O
N T
IN
U
IN
G A
U T
H O
R
IT
IE
S
C-08
S H
O R
E L
IN
E P
R O
T E
C T
IO
N
A N
S I
D
B M
L K J
O W
P -1
-B -0
W P
-X
H -1
-4
:1
H O
U M
A N
A V
IG
A T
IO
N C
A N
A L
P R
O G
R A
M
C A
P
E D -1
-0
B ri a n L e a u m o n t
K e it h J
O 'C a in 4
C -0
.d g n
J
U L
Y
WITH 1 ON 3 SIDE SLOPES, INCLUDING A MINIMUM 3' THICK BY 10' WIDE BERM
A U
G U
S T
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
80'
1V ON 2H
EL. -7.0'
80'
1V ON 2H
EL. -7.0'
80'
1V ON 2H
EL. -7.0'
80'
1V ON 2H
EL. -7.0'
524+50
519+50
514+50
509+50
504+50
REQUIRED
NO FLOTATION
C/L
C/L
C/L
C/L
C/L
+5.0
+5.0
+5.0
+5.0
+5.0
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
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
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
T E
R R
E B
O N
N E P
A R
IS
H L
A
C-09
A N
S I
D
B M
L K J
O W
P -1
-B -0
W P
-X
H -1
-4
NOTES:
1. GROUND LINES SHOWN WERE TAKEN FROM SURVEY DATED SEPT 2014
2. FLOTATION EXCAVATION ALLOWED TO (-)7.0 NAVD88 AT A MAXIMUM 60 FT BOTTOM WIDTH
3. ELEVATIONS SHOWN ARE IN FEET - NAVD88
4. REQUIRED DIKE DIMENSIONS ARE 5.5' CROWN TO ELEVATION +5.0 NAVD88
H O
U M
A N
A V
IG
A T
IO
N C
A N
A L
S H
O R
E L
IN
E P
R O
T E
C T
IO
N
C R
O S
S S
E C
T
IO
N S R
E A
C H
:1
C O
N T
IN
U
IN
G A
U T
H O
R
IT
IE
S
P R
O G
R A
M
C A
P
E D -1
-0
B ri a n L e a u m o n t
K e it h J
O 'C a in
J
U L
Y
C -0
.d g n
REACH 2
A U
G U
S T
WITH 1 ON 3 SIDE SLOPES, INCLUDING A MINIMUM 3' THICK BY 10' WIDE BERM
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
80'
1V ON 2H
EL. -7.0'
80'
1V ON 2H
EL. -7.0'
80'
1V ON 2H
EL. -7.0'
499+50
494+50
489+50
484+50
C/L
C/L
C/L
C/L
+5.0
+5.0
+5.0
+5.0
1V ON 2H
EL. -7.0'
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
T E
R R
E B
O N
N E P
A R
IS
H L
A
C-10
A N
S I
D
B M
L K J
O W
P -1
-B -0
W P
-X
H -1
-4
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
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
NOTES:
1. GROUND LINES SHOWN WERE TAKEN FROM SURVEY DATED SEPT 2014
2. FLOTATION EXCAVATION ALLOWED TO (-)7.0 NAVD88 AT A MAXIMUM 60 FT BOTTOM WIDTH
3. ELEVATIONS SHOWN ARE IN FEET - NAVD88
4. REQUIRED DIKE DIMENSIONS ARE 5.5' CROWN TO ELEVATION +5.0 NAVD88
C O
N T
IN
U
IN
G A
U T
H O
R
IT
IE
S
S H
O R
E L
IN
E P
R O
T E
C T
IO
N
C R
O S
S S
E C
T
IO
N S R
E A
C H
:1
H O
U M
A N
A V
IG
A T
IO
N C
A N
A L
P R
O G
R A
M
C A
P
E D -1
-0
B ri a n L e a u m o n t
K e it h J
O 'C a in 4
C -1
.d g n
J
U L
Y
REACH 2
WITH 1 ON 3 SIDE SLOPES, INCLUDING A MINIMUM 3' THICK BY 10' WIDE BERM
A U
G U
S T
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 180 200 220 240 260 280 300 320 340 360 380 400 420 440 450-20-40-60
-10
-20
-30
556+91
533+00
80'
80'
80'
1V ON 2H
EL. -7.0'
538+00
543+00
549+20
553+00
80'
80'
ROCK
EXISTING
C/L
C/L
C/L
C/L
C/L
C/L
REQUIRED
FLOTATION
NO
REQUIRED
FLOTATION
NO
REQUIRED
FLOTATION
NO
REQUIRED
FLOTATION
NO
REQUIRED
FLOTATION
NO
+5.0
+5.0
+5.0
+5.0
+5.0
+5.0
80'
EXCAVATION
FLOTATION
ALLOWABLE
REACH 3
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
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
T E
R R
E B
O N
N E P
A R
IS
H L
A
C-11
A N
S I
D
B M
L K J
O W
P -1
-B -0
W P
-X
H -1
-4
NOTES:
1. GROUND LINES SHOWN WERE TAKEN FROM SURVEY DATED SEPT 2014
2. FLOTATION EXCAVATION ALLOWED TO (-)7.0 NAVD88 AT A MAXIMUM 60 FT BOTTOM WIDTH
3. ELEVATIONS SHOWN ARE IN FEET - NAVD88
4. REQUIRED DIKE DIMENSIONS ARE 5.5' CROWN TO ELEVATION +5.0 NAVD88
C O
N T
IN
U
IN
G A
U T
H O
R
IT
IE
S
S H
O R
E L
IN
E P
R O
T E
C T
IO
N
C R
O S
S S
E C
T
IO
N S R
E A
C H
:1
H O
U M
A N
A V
IG
A T
IO
N C
A N
A L
P R
O G
R A
M
C A
P
E D -1
-0
B ri a n L e a u m o n t
K e it h J
O 'C a in
J
U L
Y
C -1
.d g n
WITH 1 ON 3 SIDE SLOPES, INCLUDING A MINIMUM 3' THICK BY 10' WIDE BERM
A U
G U
S T
SHALL BE INCLUDED IN THE UNIT PRICE PER TON FOR STONE PLACEMENT .
MAJORITY OF REACH 3. ANY REQUIRED FLOTATION EXCAVATION IN THIS REACH
5. EXISTING WATER DEPTHS DO NOT ALLOW FOR FLOTATION EXCAVATION IN THE
C/L
C/L
C/L
C/L
C/L
REACH 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
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
T E
R R
E B
O N
N E P
A R
IS
H L
A
C-12
A N
S I
D
B M
L K J
O W
P -1
-B -0
W P
-X
H -1
-4
C O
N T
IN
U
IN
G A
U T
H O
R
IT
IE
S
C R
O S
S S
E C
T
IO
N S R
E A
C H
:1
H O
U M
A N
A V
IG
A T
IO
N C
A N
A L
P R
O G
R A
M
C A
P
E D -1
-0
B ri a n L e a u m o n t
K e it h J
O 'C a in 4
C -1
.d g n
J
U N
E
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600-20-40-60
672+14
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600-20-40-60
677+14
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600-20-40-60
682+14
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600-20-40-60
687+14
-10
-20
-30
-10
-20
-30
E L E
V A
T
IO
N N
A V
D
0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 340 360 380 400 420 440 460 480 500 520 540 560 580 600-20-40-60
692+14
-10
-20
-30
80'
80'
1V ON 2H
EL. -7.0'
80'
1V ON 2H
EL. -7.0'
80'
1V ON 2H
EL. -7.0'
80'
1V ON 2H
EL. -7.0'
NOTES:
1. GROUND LINES SHOWN WERE TAKEN FROM SURVEY DATED SEPT 2014
2. FLOTATION EXCAVATION ALLOWED TO (-)7.0 NAVD88 AT A MAXIMUM 60 FT BOTTOM WIDTH
3. ELEVATIONS SHOWN ARE IN FEET - NAVD88
4. REQUIRED DIKE DIMENSIONS ARE 6.0' CROWN TO ELEVATION +5.0 NAVD88
WITH 1 ON 3 SIDE SLOPES, INCLUDING A MINIMUM 3' THICK BY 10' WIDE BERM
+5.0
+5.0
+5.0
+5.0
+5.0
REQUIRED
FLOTATION
NO
A U
G U
S T
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
EXCAVATION
FLOTATION
ALLOWABLE
S H
O R
E L
IN
E P
R O
T E
C T
IO
LAND SIDE
CHANNEL SIDE
Disposal Area
C L
SCALE: NTS
M I N
50' (TYP) M
I N
FISH DIP PLAN DETAIL (TYPICAL)
Geotextile Width Thry Dike and Berm: Approx 60' (Typical)
W P -1
-B -x x x x
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
H -1
-4
A N
S I
D
:1
K J
O B
M L
T E
R R
E B
O N
N E P
A R
IS
H L
A
S H
O R
E L
IN
E P
R O
T E
C T
IO
N
C-13
H O
U M
A N
A V
IG
A T
IO
N C
A N
A L
C O
N T
IN
U
IN
G A
U T
H O
R
IT
IE
S
P R
O G
R A
M
C A
P
F
IS
H D
IP
D
E T
A
IL
S A
N D G
E N
E R
A L N
O T
E S
E D -1
-0
B ri a n L e a u m o n t
K e it h J
O 'C a in 4
C -1
.d g n
J
U L
Y
A U
G U
S T
GENERAL NOTES:
1. PHOTOGRAPHY USED IN THE PREPARATION OF PLAN DRAWINGS WAS FLOWN 2013.
2. ALLOWABLE FLOTATION FOOTPRINTS SHOWN ON THE PLAN DRAWINGS IS THE MAXIMUM ALLOWABLE.
AREAS WITHIN THESE FOOTPRINTS ALREADY EXCEED MAXIMUM EXCAVATION DEPTH OF -7.0' NAVD88.
3. NO EXCAVATION ALLOWED WITHIN 50' OF PIPELINE OR UTILITY CROSSING ALIGNMENT.
4. NO STONE PLACEMENT ALLOWED DIRECTLY OVER ANY EXISTING PIPELINE OR UTILITY.
5. FISH DIP LOCATIONS SHOWN ARE APPROXIMATE, AND SHALL BE FIELD LOCATED TO BEST MAXIMIZE
WATER AND/OR FISH INTERCHANGE WITH ANY EXISTING BACKSIDE PONDING WATER OR CANALS.
FISH DIP CONSTRUCTION WILL BE PAID FOR UNDER UNIT PRICE PER TON FOR STONE UNDER EACH
RESPECTIVE REACH OF ROCK DIKE CONSTRUCTED.
6. REACH 1 DIKE INCLUDES APPROXIMATELY 2450' OF STONE FORESHORE DIKE CONSTRUCTION (AS
MEASURED ALONG DIKE CENTERLINE), GAPPING AT ONE PIPELINE, AND INCLUDES ONE REQUIRED
FISH DIP CONSTRUCTION.
7. REACH 2 DIKE INCLUDES APPROXIMATLEY 4100' OF STONE FORESHORE DIKE CONSTRUCTION (AS
MEASURED ALONG DIKE CENTERLINE), AND INCLUDES ONE REQUIRED FISH DIP CONSTRUCTION.
8. REACH 3 DIKE INCLUDES APPROXIMATELY 2390' OF STONE FORESHORE DIKE CONSTRUCTION (AS
MEASURED ALONG DIKE CENTERLINE), GAPPING AT ONE EXISTING CANAL INTERSECTION, AND
INCLUDES ONE REQUIRED FISH DIP CONSTRUCTION.
9. REACH 5 DIKE INCLUDES APPROXIMATELY 2400' OF STONE FORESHORE DIKE CONSTRUCTION (AS
MEASURED ALONG DIKE CENTERLINE), AND GAPPING AT ONE PIPELINE. NO FISH DIP REQUIREMENTS AT REACH 5.
10. FLOTATION EXCAVATION AREAS SHOWN ON DRAWINGS C-03 THROUGH C-06 ARE ALLOWABLE BUT NOT
MANDATORY. PORTIONS OF THESE AREAS MAY ALREADY HAVE ADEQUATE DEPTHS TO PERFORM THE
WORK. CONTRACTOR SHALL DERIVE AN ACCESS PLAN (FLOTATION ACCESS DREDGING, LIGHT LOADING
OF BARGES, ETC.) TO ACCESS THE WORKSITES FOR THE PROPOSED EQUIPMENT TO BE USED. BASED
ON AVAILABLE SURVEYS, THE MAJORITY OF REACH 3 HAS ADEQUATE DEPTHS. ANY FLOTATION EXCAVATION
REQUIRED IN THIS REACH SHALL BE INCLUDED IN THE UNIT PRICE PER TON FOR STONE PLACEMENT.
(t y p
NATURAL BOTTOM
APPROX ELEV -2.0
EL. = +5.0
SCALE: NTS
24" (NOM)NOT TO EXCEED
ELEVATION 0.0
NOTES:
1. 3 FISH DIPS REQUIRED AS LOCATED ON THE PLAN
DRAWINGS.
2. FISH DIP LOCATION MAY REQUIRE EXCAVATION TO
ACHIEVE NOMINAL ROCK THICKNESS.
GEOTEXTILE FABRIC
SLOPE 1V:1.5H
FISH DIP ELEVATION DETAIL (TYPICAL)
3. ACTUAL DIP LOCATIONS SHALL BE FIELD ADJUSTED
TO BEST ACHIEVE WATER INTERACTION AND FISH ACCESS.
APPROX 50' TOP WIDTH
EL. = +5.0
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
GEOTEXTILE FABRIC
Disposal Area
SLOPE 1V:1.5H
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File details come from the government source that posted it. Updated .