DRAWINGS5.pdf
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- Solicitation number
- W912P8-15-R-0048
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DRAWING NO. 5
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Other files
| File | Type | Posted |
|---|---|---|
| A22_Amendment_0002_(W912P8-15-R-0048).pdf | ||
| A22_Amendment_0001_(W912P8-15-R-0048-0001).pdf | ||
| DRAWINGS4.pdf | ||
| DRAWINGS1.pdf | ||
| DRAWINGS2.pdf | ||
| DRAWINGS3.2.pdf | ||
| DRAWINGS7.pdf | ||
| DRAWINGS6.pdf | ||
| 385-1-1.PDF | ||
| DRAWINGS3.pdf | ||
| DRAWINGS8.pdf | ||
| DRAWINGS3.1.pdf | ||
| SUMMARY.pdf | ||
| specs.pdf |
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Text version
N E
W O
R L E
A N
S D
IS
T R
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A N
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M Y C
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V
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B J
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D
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N N
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S E G
A S P
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IN
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V -1
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S P .d g n
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IN
G S
IT
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N
-10
-10
-10 -10
-10
-10
-10
-10
-10
-10 -10 -10
-10
-10-10 -10-10
-5
-5
-5-5
-5-5-5-5-5-5 -5-5
-5 -5
-5
-5 -5 -5
-5
-5
-5
-5
-5
-5 -5
-5
-5-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
0 0 0
0 0 0
0 0
0 0
0 0
0 0 0 0 0 0 0 0 0 0 0
0 0 0 0
0 0 0 0
5 5 5 5 5 5 5 5 5
5 5
5 5 5
5 5 5 5 5
555555555
10 10 10 10 10
1010101010
NEXISTING SITE PLAN AT TENNESSEE GAS
SCALE 1" = 40’ 0 40’ 80’
TOE OF SLOPE
PRESSURIZED GAS PIPELINES (3)
26"
30"
36"
36" ELEVATED PIPELINE
CONC PIPE SUPPORT (TYP)
EDGE OF WATER
TOP OF BANK BURIED
WOOD PILES
EDGE OF WATERTOE OF SLOPE
LEVEE CROWN
TOE OF SLOPE
EXISTING WATERLINE
TOP OF BANK
EDGE OF WATER
EDGE OF WATER
TOP OF BANK
DRAINAGE DITCH
FENCE
WARNING SIGN (TYP)
EDGE OF WATER
LEVEE CROWN
TOE OF SLOPE
EDGE OF WATER
TOP OF BANK
EDGE OF WATER
TOP OF BANK
DRAINAGE STRUCTURE
DRAIANGE DITCH
TANK
CANOPY
BOAT RAMP
DRAINAGE STRUCTURE
(OPEN WATER)
RAMP
RAMP
HAYES CANAL
RAMP
RAMP
PROTECTED SIDE
PLAQUEMINES PARISH
T18S R27
FLOOD SIDE
S -6
S -7
S -7
S -8
89°43’55"
3,790,000
89°44’ 0"
3,789,600
,8
°3 ’5
,4
°3 ’5
,0
3,790,800
89°43’50"
°3 ’4
,6
3,790,400
,6
°3 ’4
,0
°3 ’5
3,789,600
,4
89°44’ 0"
3,790,000
°3 ’5
,8
89°43’55"
3,790,400
89°43’50"
3,790,800
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
PILE WALL
SHEET
P I
B /L
.8
P I
B /L
.0
P I
B /L
.8
P I
B /L
.9
DRAINAGE DITCH
S O
L
IC
IT
A T
IO
N N
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F
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A M
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D W
N B
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A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
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:1
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M A
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N E
W O
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A N
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B
P L
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IS
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N A
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N A
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A S P
IP
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F L
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N T
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N A
T H
A Y
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A
IN
A R
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8P I
B /L
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W O
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A N
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T R
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G S
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N
H A
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S P
U M
P S
T A
T
IO
N
W
CB
CB
CB
D
CBD
-15
-1
-1
-10
-10
-10
-10
-10
-10
-10 -10
-10-10
-10
-10 -10
-10
-1
-10 -10
-10
-5 -5
-5
-5
-5
-5
-5
-5
-5
-5 -5
-5
-5 -5-5
-5 -5
-5
-5
-5
-5
-5 -5
-5
-5
-5 -5 -5
-5-5 -5
-5
-5
-5
-5
-5 -5
-5
-5
-5
-5
0 0
0 0 0 0 0 0
0 0
0 0 0
0 0
0 0 0 0 0
5 5
555555
5 5
5 5 5 5 5 5
W
W W
N
SCALE 1" = 40’ 0 40’ 80’
EXISTING SITE PLAN AT HAYES PUMP STATION
PLAQUEMINES PARISH
T18S R27
S-6PROTECTED SIDE
FLOOD SIDE
,0
3,793,500 2
°3 ’ 0
,5
°3 ’ 5
89°43’20"
,0
3,793,500
89°43’15"
3,794,000
89°43’10"
°2 ’5
89°43’15"
89°43’20"
3,793,000
,0
°3 ’ 5
,5
°3 ’ 0
89°43’10"
,0
3,794,000
(MARSH)
EDGE OF WATER
EDGE OF WATER
(WATER)
RIP RAP
PIPES
DISCHARGE
72" DIA
PIPE RACK (TYP)
TOE OF SLOPE LEVEE CROWN
WATERLINE
TOP OF BANK
EDGE OF WATERRIP RAP
CONCRETE BRIDGE
METAL RAIL
WOODEN BULKHEAD
TOP OF BANK
EDGE OF WATER
18" CMP
8" STEEL WATER
RIP RAP
CONCRETE PAD
WOODEN LOADING RAMP
SHEET PILE
RIP RAP
6’ METAL SCREEN
EDGE OF WATER
EDGE OF WATER
TOP OF BANK
TOE OF SLOPE
LEVEE CROWN
TOP OF BANK
ROCK FILLED SCOUR HOLE
BRIDGE
STATION
PUMP
HAYES
DIESEL TANK
DITCH C/L
DITCH CENTERLINE
B U
IL
D
IN
G
A Z
A L E
A S
T R
E E
T N O
R T
H S
T R
E E
T
S O
U T
H S
T R
E E
T
LIMESTONE
RAMP
R A
M P
LIMESTONE CONC WALKWAY
RAMP
WEST STREET
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
P I
B /L
.1
P I
B /L
.9
PROTECTION
CONC SCOUR
FLOODWALL
CONCRETE
HAYES CANAL
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
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D B
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N
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A P
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US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
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M A
Y
N E
W O
R L E
A N
S T
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N A
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A
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G S
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G A
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A R
D W
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D S P
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P S
T A
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N
-1
-10
-1
-10 -10
-1
-10
-10
-10 -10-10
-10
-10
-10
-10
-10
-10
-1
-10 -10
-10
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5
-5 -5
-5 -5
-5 -5
-5
-5
-5 -5
-5-5-5
-5
-5
-5
-5
-5
-5
-5 -5
-5
-5
-5
-5
-5 -5
-5
0 0 0 0 0 0 0
0 0 0 0 0 0 0
0 0
0 0 0
0 0 0 0 0
0 0
0 0 0
0 0 0
0 0
555555555
5 5 5 5 5
5 5 5 5 5 5 5
555555
10 10 10 10 10
101010
10101010
10 10 10 10 10
CO
CO
N
SCALE 1" = 40’ 0 40’ 80’
EXISTING SITE PLAN AT GAINARD WOODS
TOP OF BANK
TOP OF BANK
TOP OF BANKTOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF BANK
TOP OF SLOPE
EDGE OF WATER
EDGE OF WATER
EDGE OF WATER
WATER
EDGE OF
EDGE OF WATER
EDGE OF WATER
TOP OF SLOPE
TOP OF SLOPE
EDGE OF WATER
6’ CHAIN LINK FENCE
(TYP)
PIPE SUPPORT
60" STEEL PIPE
SHEET PILE
PUMP6" METAL SCREEN
12" PVC
CONCRETE CURB
PIPE
6" WIDE METAL SCREEN
LOW CHORD CONCRETE BRIDGE
LEVEE CROWN
CONCRETE WALL
PILE WALL
15" SHEET
LEVEE CROWN
PLATFORM (TYP)
CONCRETE BRIDGE
6’ METAL SCREEN
CONCRETE CURB
15’ SHEET PILE WALL
METAL STEPS
CONC DECK
PUMP
RAM
P
CONCRETE
RAM
P
FUEL TANKS
CONC PAD FOR
CONCRETE
TANK
ASPHALT
76" STEEL PIPE
76" STEEL PIPE
PLAQUEMINES PARISH
T19S R28
S-42
°3
’ 0
,8
,5
,8
,0
°3
’5
349,50
29°27 ’ 0"
349,00
°3
’5
,8
,0
349,00
°3
’ 0
,8
,5
°3
’ 5
°3
’ 5
29°27 ’ 0"
349,50
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
B /L
P I
B /L
.5
P I
B /L
.4
P I
B /L
.3
P I
B /L
.3
PUMP STATION NO. 1
GAINARD WOODS
PUMP STATION NO. 2
GAINARD WOODS
GAINARD WOODS CANAL
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
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U M
B E
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S
IZ
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S U
B M
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D B
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P L
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C A
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P L
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D A
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M A
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D E
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R
IP
T
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N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
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IS
IA
N A
S C
O U
R P
R O
T E
C T
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N A
T T
E N
N G
A S P
IP
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IN
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F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
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