DRAWINGS8.pdf
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- Solicitation number
- W912P8-15-R-0048
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DRAWING NO. 8
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| 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 | ||
| DRAWINGS5.pdf | ||
| DRAWINGS3.1.pdf | ||
| SUMMARY.pdf | ||
| specs.pdf |
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N E
W O
R L E
A N
S D
IS
T R
IC
T
N E
W O
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A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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T
N
N E
S S
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A S P
IP
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IN
E C
R O
S S
IN
G
S C
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R P
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T E
C T
IO
N P
L A
N
C-101
H -4 -4
C -1
P
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.d g n
J L
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B R
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N J
D
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K S P .E
B J
D
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IC
H A
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H A
N K
S P .E
A N
S I
D
V
IC
K S
B U
R G D
IS
T R
IC
T
S T L
O U
IS
D
IS
T R
IC
T
-10
-10-10 -1
-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
-5
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
10 10
10 10
10 10
SCALE 1" = 20’
FLOOD SIDE
PROTECTED SIDEGENERAL SHEET NOTES: PLAQUEMINES PARISH
T18S R27
S-7
0 20’ 40’
N
SEE NOTE 2
PROTECTION TO TOE OF LEVEE
EXTEND CONCRETE SCOUR
PROTECTION TO TOE OF LEVEEEXTEND CONCRETE SCOUR
GRAVEL SURFACING
PROTECTION TO EDGE OF
EXTEND CONCRETE SCOUR
GRAVEL S
URFACIN
G
PROTE
CTIO
N T O E
DGE O
F
EXTE
ND C
ONCRETE
SCOUR
EXTENDS 5’ FROM OUTER FACE OF CONCRETE PILES
CONCRETE SCOUR PROTECTION AROUND GAS PIPELINE SUPPORT
CONCRETE SCOUR PROTECTION
SECTION OF SHEET PILE
START OF EXPOSED
SECTION OF SHEET PILE
START OF EXPOSED
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
STAGING AREASTAGING AREA
P R
O T
E C
T
IO
N D
O W
N S
L O
P E
E X
T E
N D C
O N
C R
E T
E S
C O
U R
HAYES CANAL
TENNESSE GAS PIPELINE CROSSING SCOUR PROTECTION PLAN
SEE NOTE 2
A
C-501
C-501
B
C-501
C
PILE WALL
EXIST SHEET
EXIST 36" GAS PIPELINE
EXIST 30" GAS PIPELINE
EXIST 26" GAS PIPELINE
C-50
D
LE
VEE
RAMP
RAM
P
LEVEE
LEVEE CROWN
LEVEE CROWN
LEVEE RAMP
LE
VEE R
AMP
EXIST LEVEE TOE
EXIST LEVEE TOE
SEE NOTE 4.
B /L
B /L
B /L
B /L
B /L
B /L
P I
B /L
.0
P I
B /L
.8
P I
B /L
.9
P I
B /L
.8
SEE NOTE 4
STARTING WORK AROUND 30" AND 26" GAS LINES.
CONTRACTOR TO NOTIFY KINECTICAL PARTNERS PRIOR TO
COMPANY PRIOR TO STARTING WORK AROUND 36" GAS LINE.
5. CONTRACTOR TO NOTIFY TENNESSEE GAS PIPELINE
SHEETPILE.
EXPOSED GROUND SURFACE TO THE TOP OF EXISTING
SEALANT MEETING FEDERAL SPEC SS-S-21OA FROM THE
SIDE OF THE PIPES SHALL BE FILLED WITH PLASTIC
AT THE EXISTING H-PILE TO SHEETPILE INTERFACE ON EACH
AND BACKFILL AND AFTER CLEARING OF VEGETATION, GAPS
4. PRIOR TO PLACMENT OF CONCRETE SCOUR PROTECTION
SECTION 09 97 02.
WITH COAL TAR-EPOXY ACCORDING TO SPECIFICAITONS
OF SHEET PILE WALL TO BE SAND BLASTED AND COATED
AND AFTER CLEARING OF VEGETATION, EXPOSED SECTIONS
3. PRIOR TO PLACMENT OF CONCRETE SCOUR PROTECTION
SHEET PILE.
EMBANKMENT. CONTRACTOR TO FIELD LOCATE END OF
OF SHEET PILE. END OF SHEET PILE IS COVERED BY
2. CONCRETE SCOUR PROTECTION TO EXTEND 10’ PAST END
PLACEMENT OF CONCRETE SCOUR PROTECTION.
ADJACENT GRADE WITH COMPACTED FILL PRIOR TO
PILE TO BE CLEARED, STRIPPED, AND BACK FILLED TO
1. ALL EROSION AND DEPRESSIONS AROUND EXISTING SHEET
LEVEE CROWN
LEVEE CROWN
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
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
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U M
B E
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S
IZ
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S U
B M
IT
T E
D B
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P L
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C A
L E
P L
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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 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
O U
IS
IA
N A
S C
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R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
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IN
E
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
C-102
H -4 -4
C -1
P
L N
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J L
O
B R
Y A
N J
D
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K S P .E
B J
D
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H A
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H A
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S P .E
A N
S I
D
V
IC
K S
B U
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IS
T R
IC
T
S T L
O U
IS
D
IS
T R
IC
T
H A
Y E
S P
U M
P S
T A
T
IO
N
S
IT
E P
L A
N-20
-15
-1
-10
-10
-1
-1
-10
-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
-5
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
10 10
F L
O W
F L
O W
SCALE 1" = 20’ 0 20’ 40’
N
PROTECTED SIDE
FLOOD SIDEHAYES PUMP STATION SITE PLAN
PLAQUEMINES PARISH
T18S R27
S-6
89°43’15"
,7
3,793,750 2 °3
’ 5
°3
’ 5
,7
89°43’18"
3,793,500
°3
’ 3
,5
3,793,500
89°43’18" °3
’ 0
,2
89°43’15"
3,793,750
,2
°3
’ 0
89°43’12"
89°43’12"
3,794,000
,5
°3
’ 3
3,794,000
N O
R T
H S
T R
E E
STAGING AREA
WEST STREET
WEST STREET
CONSTRUCTION LIMITS
(SEE STRUCTURAL DRAWINGS)
NEW ACCESS PLATFORM
(SEE STRUCTURAL DRAWINGS)
NEW ACCESS LADDER
EXISTING 72" DISCHARGE PIPES
STATION
HAYES PUMP
(SEE MECHANICAL DRAWINGS)
NEW PNEUMATIC LINES
EXISTING FLOODWALL
(SEE MECHANICAL DRAWINGS)
NEW 72" DIA BUTTERFLY VALVES
VIA HWY 23 (PUBLIC ROAD)
CONTRACTOR ACCESS
CONSTRUCTION LIMITS
ACCESS BRIDGE
P I
B /L
.9
P I
B /L
.1
0B /L
B /L
B /L
B /L
B /L
B /L
(SEE STRUCTURAL DRAWINGS
NEW DISCHARGE BELL HANGER
HAYES CANAL
(SEE STRUCTURAL DRAWINGS)
NEW PIPE SUPPORT
(SEE STRUCTURAL DRAWINGS)
NEW PIPE SUPPORT
(SEE MECHANICAL DRAWINGS)
72" DISCHARGE PIPE AND BELL HANGER
AND BELL THEN REPLACE WITH
DEMO EXISTING SECTION OF DISCHARGE PIPE
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
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D E
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N
D
2 3
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A
B
M A
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A P
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P L
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C A
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P L
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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 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
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C T
IO
N A
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E N
N G
A S P
IP
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IN
E
F L
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R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
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D S P
S W
P -1
-R -0
W O
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A N
S D
IS
T R
IC
T
N E
W O
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A N
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IS
IA
N A
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A R
M Y C
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P S O
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IN
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C-103
-4 -4
C -1
P
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D
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K S P .E
B J
D
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H A
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H A
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S P .E
V
IC
K S
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IS
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S T L
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IS
D
IS
T R
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S
IT
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L A
N
G A
IN
A R
D W
O O
D S P
U M
P S
T A
T
IO
N
BM
-15
-15
-15
-1
-1
-10
-10
-1
-10 -10
-1
-10
-10
-10 -10
-10
-10
-10
-1
-1 0 -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
-5
-5
-5
-5
-5
-5
0 0 0
0 0
0 0
0 0
555555555
5 5
5 5 5
SCALE 1" = 20’ 0 20’ 40’
GAINARD WOODS SITE PLAN
,8
,7
°3
’5
°3
’ 0
,8
,5
,8
,0
349,25
349,25
29°27 ’ 0"
349,50
°3
’5
°3
’5
,8
,0
°3
’5
,8
,7
°3
’ 0
349,50
,8
,5
29°27 ’ 0"
PLAQUEMINES PARISH
T19S R28
S-42
GAINARD WOODS CANAL
PROTECTED SIDE
FLOOD SIDE
(SEE STRUCTURAL DRAWINGS)
NEW ACCESS PLATFORM
CONSTRUCTION LIMITS
(SEE STRUCTURAL DRAWINGS)
NEW ACCESS LADDER
(SEE MECHANICAL DRAWINGS)
NEW PNEUMATIC LINES
PUMP STATION NO. 2
GAINARD WOODS
EXISTING 76" DISCHARGE PIPES
PUMP STATION NO. 1
GAINARD WOODS
EXISTING 60" DISCHARGE PIPES
ACCESS BRIDGE
ACCESS BRIDGE
CONSTRUCTION LIMITS
VIA HWY 23 (PUBLIC ROAD)
CONTRACTOR ACCESS
W PAULA DRIVE
STAGING AREA
P I
B /L
.5
P I
B /L
.4
P I
B /L
.3
P I
B /L
.3
B /L
B /L
B /L
B /L
B /L
B /L
EXISTING FLOODWALL
(SEE MECHANICAL DRAWINGS)
PIPE ADAPTER, AND 78" DIA. BUTTERFLY VALVE
REPLACE WITH NEW 76"DISCHARGE PIPE, 76" TO 78"
DEMO EXISTING SECTION OF DISCHARGE PIPE AND THEN
(SEE STRUCTURAL DRAWINGS)
NEW PIPE SUPPORTS
(SEE STRUCTURAL DRAWINGS)
NEW PIPE SUPPORTS
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
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
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U M
B E
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S
IZ
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S U
B M
IT
T E
D B
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P L
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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 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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
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IN
E
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
M
IC
H A
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H A
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S P .E
B J
D
B R
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N J
D
IR
K S P .E
J L
O
T E
N N
E S
S E G
A S P
IP
E L
IN
E C
R O
S S
IN
G
C-501
H -4 -4
C -5
D T
L .d g n
S C
O U
R P
R O
T E
C T
IO
N S
E C
T
IO
N S D
E T
A
IL
S A
N S I
D
S T L
O U
IS
D
IS
T R
IC
T
V
IC
K S
B U
R G D
IS
T R
9"
" 4
" R8
EXPANSION TUBE
ELASTOMERIC SEALER
6"
EXPANSION JOINT
9"
EXPANSION JOINT
" 2
#6 BAR
SMOOTH DOWEL
PAVEMENT
SURFACE OF
OF THE DOWEL
GREASE THIS END
JOINT FILLER
PREMOLDED
PROTECTED SIDE FLOOD SIDE
PROTECTED SIDE
(NO DOWELS)
EXPANSION JOINT
GENERAL NOTES AND GUIDANCE
2" CHAMFER
TYPICAL CONCRETE KEYS FOR
SCOUR PROTECTION & SCOUR PAD
#5
#5 @ 12"
6 X 6 W 2.9 X 2.9
THICKNESS2
PLACED AT
18"
1" FROM EDGE
SPACING 2’ O.C.,
EXPANSION JOINTPROTECTED SIDE FLOOD SIDE
SECTIONC
C-101
SECTIONA
C-101 NOT TO SCALE
SECTIONB
C-101 NOT TO SCALE
5’-0"
EMBANKMENT
NATURAL GRADE
SEE NOTE 4
EL. VARIES
EL. VARIES
CONCRETE SCOUR PROTECTION
EL VARIES
SLOPE VARIES
SLOPE V
ARIE
S
RAMP
LEVEE
LEVEE CROWN
VARIES
EXPANSION JOINT
SEE NOTE 4
EL VARIES
SLOPE VARIES
SLOPE V
ARIE
S
LEVEE CROWN
VARIES
PROTECTION CONCRETE AS DETAILED IN SCOUR PAD SECTION C.
4. PROVIDE SAME CONCRETE REINFORCING IN SCOUR
CONCRETE PLACEMENT.
3. STRIP 6" OF VEGETATION PRIOR TO FILL PLACEMENT AND
FOR CONCRETE SCOUR PADS.
COINCIDENT WITH SHEET PILE INTERLOCK OR WALL EXP. JOINT
2. TRANSVERSE EXPANSION JOINTS AT 30’ SPACING AND
LONGITUDINAL AND LATERAL FOR ALL CONCRETE SCOUR PADS.
1. CONTRACTION JOINTS SHALL BE SPACED 10 FT O.C.
EX PZ22 SHEET PILE
EL. 14.0–
PROTECTION
CONCRETE SCOUR
STRIP EXIST. 6" VEGETATION (NOTE 3)
LEVEE SLOPE
VARIES
GRAVEL SURFACING
RAMP
LEVEE
GRAVEL SURFACING
SHEET PILE WALL
NOT TO SCALE
6"
9"
(NO DOWELS)
EXPANSION JOINT
#5 @ 12" 6 X 6 W 2.9 X 2.9
THICKNESS2
PLACED AT
SECTIOND
C-101
5’-0"
STRIP EXIST. 6" VEGETATION (NOTE 3)
NOT TO SCALE
16" X 16" CONCRETE PILES
6"
9"
(NO DOWELS)
EXPANSION JOINT
#5 @ 12"6 X 6 W 2.9 X 2.9
THICKNESS2
1PLACED AT
5’-0"
#5
#5 @ 12"
DISTANCE VARIES
LEVEE CROWN
VARIE
SSLOPE
SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCE
SILT FENCEFENCE
SILT
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
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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 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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
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A
IN
A R
D W
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D S P
S W
P -1
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W O
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A N
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T R
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T
N E
W O
R L E
A N
S L
O U
IS
IA
N A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L
C10x15.3 (TYP.)
SHT. S-501
DETAIL ON
LADDER SEE
8’-0"
3’-6"
C10x15.3 (TYP.)
1’-2"
V A
L V
E O
P E
R A
T O
R A
C C
E S
S P
L A
T F
O R
M
H -4 -4
S -2
E
L E .d g n
EL. 16.45
EL. 10.62
EL. 17.3–
7"
"=1’8
3SCALE:
0 2’ 4’ 6’
PLAN
" = 1 ’8
3SCALE
" = 1 ’8
3SCALE
ELEVATION
SEE DETAIL ON SHT. S-502
GUARD RAIL STYLE ’A’
SEE DETAIL ON SHT. S-502
GUARD RAIL STYLE ’B’
SEE DETAIL ON SHT. S-502
GUARD RAIL STYLE ’C’
SEE DETAIL ON SHT. S-502
GUARD RAIL STYLE ’D’
C10x15.3 (TYP.)
EXIST. 76" Ø PIPE
EXIST. 76" Ø PIPE
L
A
SECTION
" = 1 ’8
3SCALE
11’-10" 12’-10"
EL. 14.7 – EL. 14.7 –
8’-0""16
12’-11
S-201
"16
7’-0"16
7’-0
1’-0"
(TYP)
2’-6"
EL. 10.62 (TYP)
(TYP)8
5L3x3x
(TYP)8
5L3x3x
(TYP)8
5L3x3x
FLOODWALL
FACE OF EXISTING
BASE
FLOODWALL
EXISTING
SUPPORT
EXIST. PIPE
FLOODWALL PILE.
TO AVOID EXISTING BATTERED
THE EXISTING PIPE SUPPORT PILES
PILE SHALL BE IN THE SAME LINE AS
LOCATION OF NEW PIPE SUPPORT
EXISTING PIPE SUPPORT PILE (TYP).
EXIST DISCHARGE PIPE
SEE DETAILS S-503
SUPPORT BEAM (TYP)
NEW CONCRETE PIPE
S-501
S-501
S-501
S-501
S-501
S-501
R W
H
J R
S
S T
E V
E N M
H O
B B
S P .E
SEE S-503
PIPE SADDLE (TYP)
NEW CONCRETE
SEE DETAIL S-501
x 3"8
3LADDER RAIL
GRATING
1" STEEL
C L
R
SEE S-503
NEW PIPE SUPPORTS (TYP)
3" STD PIPE (TYP)
3" STD PIPE
3" STD PIPE (TYP)
SEE S-503
SUPPORT BEAM (TYP)
NEW CONCRETE PIPE
EXIST. 76" DISCHARGE PIPE
N
EXIST. 76" DISCHARGE PIPE
LC NEW VALVE SEE
MECHANICAL
NEW CONCRETE
PILES (TYP) SEE
S-503 FOR DETAILS
B
B
A
NEW DISCHARGE
PIPE STIFFENER (TYP)
(TYP)
STIFFENER
EXIST. PIPE
NEW CONCRETE
PILES (TYP) SEE
S-503 FOR DETAILS
RESPONSIBILITY OF THE CONTRACTOR.
FIELD VERIFY DIMENSIONS SHALL BE THE
DUE TO FAILURE OF THE CONTRACTOR TO
TO SUBMITTAL OF SHOP DRAWINGS. MODS
THE GOVERNMENT AT LEAST 2 WEEKS PRIOR
SITE CONDITIONS SHALL BE PROVIDED TO
DUE TO AS-BUILT PLACEMENT OR DIFFERING
WALKWAY DIMENSIONS GREATER THAN 6"
SHOP DRAWINGS. ANY VARIENCES TO
THE CONTRACTOR AND REFLECTED IN THE
LOCATIONS) SHALL BE PERFORMED BY
PLATFORM (ESPECIALLY THE SUPPORT POST
AND THE DIMENSIONS OF THE ACCESS
THE AS BUILT PIPE SUPPORT PLACEMENT
AND/OR PLACEMENT. COORDINATION OF
FIELD VERFIED PRIOR TO FABRICATION
5. ALL DIMENSIONS AND SURVEYS SHALL BE
4. ALL CONNECTION DETAILS ARE SIMILAR
GRATING.
3. GRATING SHALL BE 1" SERRATED STEEL
GALVANIZED.
PLATES AND ANCHORS, SHALL BE
ANGLES, GRATING PIPES, NUTS, BOLTS,
2. ALL CARBON STEEL, INCLUDING CHANNELS,
OTHERWISE NOTED.
1. ALL STEEL SHALL BE ASTM A36 UNLESS
GENERAL SHEET NOTES:
S-501
**SEE MECH. FOR OVERALL PLAN
AND DISCHARGE BELL LOCATION
x 8 x 0’-8" (TYP.)2 1P
J S
V
G A
IN
A R
D W
O O
D S N
O P
U M
P S
T A
T
IO
N
P L
A N A
N D E
L E
V A
T
IO
N
FOR CLARITY.
VALVE NOT SHOWN
SEE MECHANICAL.
C NEW B’FLY VALVE
NEW VALVE (TYP)
VALVE WHEEL AT
EL. 22.22’.
SEE MECH. FOR
DETAILS
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 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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
V A
L V
E O
P E
R A
T O
R A
C C
E S
S P
L A
T F
O R
M
H -4 -4
S -2
E
L E .d g n
PLAN
" = 1 ’4
1SCALE
S-202
4’0 2’
" =1’4
1SCALE:
8’
" = 1 ’4
1SCALE
ELEVATION
"4
26’-4
S-501
C L
R
3’-6" CLR.
ON SHT. S-501
SEE DETAIL
ACCESS LADDER
A
19’-8"
C10x15.3 (TYP.)
3L3x3x
A
SECTION
3’-6"
L3x3
C10
" = 1 ’4
1SCALE
S-501
S-501
SIM
" = 1 ’4
1SCALE
B
B
C10
SEE DETAILON SHT S-502
GUARDRAIL STYLE ’A’
SEE SHEET S-502 FOR DETAILS
GUARDRAIL STYLE ’F’ (TYP.)
P L
A N A
N D E
L E
V A
T
IO
N
L
5" STD. PIPE COLUMN
5" STD PIPE COLUMN
(T
Y P
SUPPORT
EXIST. PIPE
S-503
(TYP) SEE
SUPPORTS
NEW PIPE
(TYP)
3L3x3x
(T
Y P
P L
A T F
O R
M C
H A
N N
E L
O
U T T
O O
U T O
F
SEE S-503
SUPPORT BEAM (TYP)
NEW CONCRETE PIPE
SEE S-503
PIPE SADDLE (TYP)
NEW CONCRETE
EL. 14.25 –
S-501
R W
H
J
E V
E N M
H O
B B
S P .E
"8 73’-1
S-501
S-501
TOP OF T-WALL BASE
S-501
SEE DETAIL 7, S-501
5" STD. STEEL PIPE (TYP.)
EL. 10.15’
SEE DETAIL ON SHT S-502
GUARDRAIL STYLE ’F’
DETAIL ON S-502
PLATFORM SEE
’E’ AT END OF
GUARDRAIL STYLE
(TYP) SEE S-501
PIPE TO CHANNEL PLATE
SEE S-502
ON THIS INSIDE CORNER
GUARDRAIL STYLE ’G’ USED
GRATING (TYP)
PIPE STIFFENER (TYP)FLOODWALL PILE.
TO AVOID EXISTING BATTERED
THE EXISTING PIPE SUPPORT PILES
PILE SHALL BE IN THE SAME LINE AS
LOCATION OF NEW PIPE SUPPORT
EXISTING PIPE SUPPORT (TYP).
FLOODWALL
FACE OF EXISTING
SEE DETAIL S-501
x 3"8
3LADDER RAIL
5" STD PIPE COLUMN
LC NEW VALVE SEE
MECHANICAL
C
C
SECTION
NEW CONCRETE
PILES (TYP) SEE
S-503 FOR DETAILS
SHOWN FOR CLARITY
*GUARDRAIL NOT
N
NEW DISCHARGE
PIPE STIFFENER (TYP)
**SEE MECH. FOR OVERALL PLAN
SHOWN FOR CLARITY
*NEW CONRETE PIPE CAPS NOT
PIPE (TYP)
72" DISCHARGE
7’-8" (TYP) 10" (TYP)
SEE MECH.
C NEW VALVE
BASE
FLOODWALL
EXISTING
EXIST. 72" Ø
PIPE (TYP)"8
36’-2
9’-4" (TYP)
2&3
S-501
2&3
RESPONSIBILITY OF THE CONTRACTOR.
FIELD VERIFY DIMENSIONS SHALL BE THE
DUE TO FAILURE OF THE CONTRACTOR TO
TO SUBMITTAL OF SHOP DRAWINGS. MODS
THE GOVERNMENT AT LEAST 2 WEEKS PRIOR
SITE CONDITIONS SHALL BE PROVIDED TO
DUE TO AS-BUILT PLACEMENT OR DIFFERING
WALKWAY DIMENSIONS GREATER THAN 6"
SHOP DRAWINGS. ANY VARIENCES TO
THE CONTRACTOR AND REFLECTED IN THE
LOCATIONS) SHALL BE PERFORMED BY
PLATFORM (ESPECIALLY THE SUPPORT POST
AND THE DIMENSIONS OF THE ACCESS
THE AS BUILT PIPE SUPPORT PLACEMENT
AND/OR PLACEMENT. COORDINATION OF
FIELD VERFIED PRIOR TO FABRICATION
5. ALL DIMENSIONS AND SURVEYS SHALL BE
4. ALL CONNECTION DETAILS ARE SIMILAR
GRATING.
3. GRATING SHALL BE 1" SERRATED STEEL
GALVANIZED.
PLATES AND ANCHORS, SHALL BE
ANGLES, GRATING PIPES, NUTS, BOLTS,
2. ALL CARBON STEEL, INCLUDING CHANNELS,
OTHERWISE NOTED.
1. ALL STEEL SHALL BE ASTM A36 UNLESS
GENERAL SHEET NOTES:
J S
V
H A
Y E
S P
U M
P S
T A
T
IO
N
*NEW VAVLES NOT
SHOWN FOR CLARITY
NEW VALVE HANDLE
(TYP) AT ELVATION
21.27’. SEE MECH FOR
VAVLE DETAILS.
SEE MECHANICAL FOR DISCHARGE BELL
SUPPORT LOCATION AND DISCHARGE
BELL LAYOUT. SEE S-504 FOR DISCHARGE
BELL SUPPORT DETAILS. (TYP)
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/2
/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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H -4 -4
S -5
D T
L .d g n
S-501
C T
IO
N S A
N D D
E T
A
IL
S
7"
1’-0" R3
1’-6"
2’-0"
EL. 4.0
" x 3"8
3BAR
" x 3"8
3BAR
" x 3"8
3BAR
TYP
GUARDRAIL STYLE
A
2’ 4’0 1’
"=1’2
1SCALE:
1" Ø STEEL BAR
x 3"8
3BAR
x 38
3BAR
1" Ø STEEL BAR
x 3 x 1’-0"8
BENT BAR
FACE OF WALL
TYP
A
SECTION
GRATING
x 52 1P
(GALVANIZED)
WITH NUT AND WASHER
" Ø A307 HEX BOLT2
L
GRIND FLUSH
CJP, TYP.
" = 1 ’2
1SCALE 1
1’ 2’0 6"
"=1’2
1SCALE: 1
H A
Y E
S R
U N
G S
G W
O O
D S R
U N
G S
HAYES EL. 16.0
GWOODS EL. 17.0
C10
C10
3L3x3x x 64 1P L
M
IN
" = 1 ’2
1SCALE 1
B x 64
1P L
C10
L3x3
" Ø BOLT2
"4
B " = 1 ’2
1SCALE 1
SECTION
L3x3
L
" = 1 ’2
1SCALE 1
L3x3
F
C
E A
T O
" (TYP)2
1 3" (TYP)
C
L R (T
Y P x 0’-6" (TYP)4 1L3x3x
TYP
" BOLTS8
5" Ø HOLE FOR 16
1 HANDRAIL MOUNTING DETAIL
3P
L
C10 TYP
""8
L
L
" BOLTS (TYP)8
" P8
L
GROUT
NON-SHRINK
1" MIN.
L
L "x12"x1’-0"4
3HAYES: P
"x9"x0’-9"8
5GWOODS: P
HAYES: 8" (TYP)
GWOODS: 6" (TYP)
HAYES: 2" (TYP)
" (TYP)2
1GWOODS: 1
NUTS
LEVELING
PIPE
L3x3
L 8 3P
HAYES: 2" (TYP)
" (TYP)2
1GWOODS: 1HAYES: 6" (TYP)
GWOODS: 5" (TYP)
"x10"x0’-10"8
5HAYES: P
"x8"x0’-8"8
5GWOODS: P
L3x3 (TYP)
" RINGFILL8
" BOLT WITH 8
(T
Y P
GRATING (TYP)
GRATING (TYP)
C10 (TYP)
" (TYP)2
WASHERS (TYP)
BEVELED
" BOLTS W/ 8
1 4
L
L
S-202
S-201
DETAIL (TYP)
" = 1 ’2
1SCALE 1
S-202
S-201 " = 1 ’2
1SCALE 1
S-202
S-201 " = 1 ’2
1SCALE 1
" = 1 ’2
1SCALE 1
S-202
S-201
DETAIL DETAILDETAIL
BASE
FLOODWALL
EXISTING
PILE CAP
CONCRETE
NEW
S-503
S-202
S-201
DETAIL (TYP/SIMILAR) DETAIL (TYP/SIMILAR)
SEE S-502
GUARDRAIL POST
SEE S-502
GUARDRAIL
FLOODWALL
TOP OF EXISTING
FLOODWALL BASE
TOP OF EXISTING
FLOODWALL
EXISTING
DETAIL (TYP/SIMILAR)
V A
L V
E A
C C
E S
S P
L A
T F
O R
M
R W
H
J R
S
S T
E V
E N M
H O
B B
S P .E
1’-6"
AVOID EXISTING REINFORCEMENT
" MIN. EMBED (TYP.)LOCATE AND 2
" Ø EXPANSION ANCHOR (GALV.)8
"2 -12 " 2
-12
CJP, TYP.
" = 1 ’2
1SCALE 1
7 DETAIL
L
S-202
EXIST. REBAR
OR SIMILAR. AVOID
USE HIT-RE 500 EPOXY
ROD WITH 14" EMBED.
HAS B7 THREADED
" 4
34-HILTI OR SIMILAR
HAYES ONLY:
REBAR
AVOID EXIST.
MIN 4" EMBED.
ANCHOR WITH
" EXPANSION 8
4-HILTI OR SIM.
GWOODS ONLY:
TO MATCH WALL
SLOPE LADDER
H A
Y E
S
G W
O O
D S
S-202
S-201
"x0’-10"2 1"x62
1HAYES: P
"x5"x0’-8"2
1GWOODS: P
PLACEMENT.
BOLT SPACING AND
SEE DETAIL 2 FOR SIMILAR
" BOLTS INTO CHANNEL.8
52-x10" (TYP) WITH 4 -3x82
1P
GWOODS 3" HAYES 4"
1" MIN
" = 1 ’2
1SCALE 1 " = 1 ’2
1SCALE 1
DETAIL (TYP)
MOUNTING
SEE HANDRAIL
HAYES EL. 17.27
GWOODS EL. 18.22
TO BASE SLAB
ANCHOR PLATE
AFTER BOLTING
FIELD WELD PIPE
5" PIPE (TYP)
"4 13’-7
W/ 6" EMBED
HEAD STUDS
" WELDED 2
14-
" (T
Y P
5" HAYES
3" GWOODS
STD PIPE
5" HAYES
3" GWOODS
STD PIPE
RESPONSIBILITY OF THE CONTRACTOR.
FIELD VERIFY DIMENSIONS SHALL BE THE
DUE TO FAILURE OF THE CONTRACTOR TO
TO SUBMITTAL OF SHOP DRAWINGS. MODS
THE GOVERNMENT AT LEAST 2 WEEKS PRIOR
SITE CONDITIONS SHALL BE PROVIDED TO
DUE TO AS-BUILT PLACEMENT OR DIFFERING
WALKWAY DIMENSIONS GREATER THAN 6"
SHOP DRAWINGS. ANY VARIENCES TO
THE CONTRACTOR AND REFLECTED IN THE
LOCATIONS) SHALL BE PERFORMED BY
PLATFORM (ESPECIALLY THE SUPPORT POST
AND THE DIMENSIONS OF THE ACCESS
THE AS BUILT PIPE SUPPORT PLACEMENT
AND/OR PLACEMENT. COORDINATION OF
FIELD VERFIED PRIOR TO FABRICATION
6. ALL DIMENSIONS AND SURVEYS SHALL BE
GRATING.
5. GRATING SHALL BE 1" SERRATED STEEL
OF WELD. PREP SURFACE PER MANUFATURER
A ZINC RICH COATING AFTER COMPLETION
4. ALL FIELD WELDS SHALL BE PAINTED WITH
3. ALL BOLTS SHALL BE ASTM A307.
GALVANIZED.
PLATES AND ANCHORS, SHALL BE
ANGLES, GRATING PIPES, NUTS, BOLTS,
2. ALL CARBON STEEL, INCLUDING CHANNELS,
OTHERWISE NOTED.
1. ALL STEEL SHALL BE ASTM A36 UNLESS
GENERAL SHEET NOTES:
(GALVANIZED)
WITH NUTS AND WASHERS
"Ø x2" I.D. A307 U-BOLT8
J S
V
(TYP) ALL DET.
TO C OF HOLE.
" CLEAR 2
1MIN. 1
" BOLTS (TYP)8
" HOLE FOR16
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 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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
PROTECTED SIDE ELEVATION
SCALE: 1/2’’ = 1’- 0’’
LADDER DETAILS
PROTECTED SIDE
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
H -4 -4
S -5
D T
L .d g
S-502
C T
IO
N S A
N D D
E T
A
IL
S
"=1’4
3SCALE:
0 1’ 2’ 3’
"4
116’-0"
TYP
L
" = 1 ’4
3SCALE
" = 1 ’4
3SCALE " = 1 ’4
3SCALE " = 1 ’4
3SCALE
" = 1 ’4
3SCALE
"4
116’-0""4
11 "8
63’-1""8
6 "16
113’-4""16
"4
6"2
2’-2"4
2 REQ’D.
2 REQ’D.3 REQ’D.2 REQ’D.
"8
5’-2
3’-4"
"4
4’-2"2
7’-10
C10
C10 C10
C10
C10
V A
L V
E A
C C
E S
S P
L A
T F
O R
M H
A N
D R
A
IL
S
(AT LADDER)
FRONT VIEW
SIDE VIEW (LOOKING EAST)
MAKE 1 OPP HAND
MAKE 1 AS SHOWN
CJP. (TYP)
SEE HANDRAIL MOUNTING DETAIL- S-501 (TYP)
S-501
SEE DETAIL 2
GALVANIZED. EQUALLY SPACED.
WITH HEX NUTS AND WASHER,
" A307 HEX BOLTS 2
1WITH 3-
AND BOLT TO LADDER RAIL
" TO MATCH 2
1" x 3" x 1’-78
3P
R W
H
J R
S
S T
E V
E N M
H O
B B
S P .E
" Ø X. STRONG PIPE (TYP.)2
1POSTS:1
" Ø STD. PIPE (TYP.)2
1RAILS: 1
1" GALVANIZED GRATING (TYP)
"4
11"2
4’-0"4
5’-11"
C10 C10
"4
1’-4 "4
11"4
11 "4
"2
2’-3"2
1’-9
" = 1 ’4
3SCALE
" = 1 ’4
3SCALE 1 REQ’D.
16 REQ’D.
(LOOKING EAST)
AT CORNER
(LOOKING NORTH)
AT CORNER
GUARDRAIL STYLE ’E’
RESPONSIBILITY OF THE CONTRACTOR.
FIELD VERIFY DIMENSIONS SHALL BE THE
DUE TO FAILURE OF THE CONTRACTOR TO
TO SUBMITTAL OF SHOP DRAWINGS. MODS
THE GOVERNMENT AT LEAST 2 WEEKS PRIOR
SITE CONDITIONS SHALL BE PROVIDED TO
DUE TO AS-BUILT PLACEMENT OR DIFFERING
WALKWAY DIMENSIONS GREATER THAN 6"
SHOP DRAWINGS. ANY VARIENCES TO
THE CONTRACTOR AND REFLECTED IN THE
LOCATIONS) SHALL BE PERFORMED BY
PLATFORM (ESPECIALLY THE SUPPORT POST
AND THE DIMENSIONS OF THE ACCESS
THE AS BUILT PIPE SUPPORT PLACEMENT
AND/OR PLACEMENT. COORDINATION OF
FIELD VERFIED PRIOR TO FABRICATION
4. ALL DIMENSIONS AND SURVEYS SHALL BE
GRATING.
3. GRATING SHALL BE 1" SERRATED STEEL
GALVANIZED.
PLATES AND ANCHORS, SHALL BE
ANGLES, GRATING PIPES, NUTS, BOLTS,
2. ALL CARBON STEEL, INCLUDING CHANNELS,
OTHERWISE NOTED.
1. ALL STEEL SHALL BE ASTM A36 UNLESS
GENERAL SHEET NOTES:
GUARDRAIL STYLE ’A’
GUARDRAIL STYLE ’B’ GUARDRAIL STYLE ’C’ GUARDRAIL STYLE ’D’
GUARDRAIL STYLE ’F’
GUARDRAIL STYLE ’G’
J S
V
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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 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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
P
IP
E S
U P
P O
R T D
E T
A
IL
S V
IC
K S
B U
R G D
IS
T R
IC
T
S T L
O U
IS
D
IS
T R
IC
T
R W
H
:1
SIDE
" = 1 ’2
1SCALE
INTERRUPT AS NEEDED AT PILES
S-503
#5 STIRRUPS EQ. SPACED @ 6" MAXIMUM
4" CLR. (TYP)
H A
Y E
S G
A
IN
A R
D W
O O
D S P
U M
P S
T A
T
IO
N
H -4 -4
S -5
D E
T .d g n
2’ 4’0 1’
"=1’-0"2
1SCALE:
2- #8 CONTINUOUS
EL. -60.0’ (GAINARD WOODS)
EL. -80.0’ (HAYES)
MIN. TIP
2" CLR.
4" CLR. (TYP)
1’-0"
HOOK EMBED
STANDARD
#5 U-BAR W/
L
SEE MECH DRAWINGS
1/2" STIFFENER PLATE
PIPE SADDLE
AT SADDLE INTERFACE
ROUGHEN BEAM SURFACE
120°
6" (TYP)
6" (TYP)
EACH FACE
#5 AT 12" MAX
E A
S T
W E
S T
76" DIA PIPE GWOODS
72" DIA PIPE HAYES
GWOODS: 3’-2 1/2"
HAYES: 3’-0 1/2"
MATCH RADIUS
GALVANIZED
EMBEDDED P 3/8"X12"
L L
ELEVATION (LOOKING NORTH-TYP)
REQUIREMENTS.
FLOODWALL PILE. SEE NOTE FOR SURVEY VERIFCIATION
WITH EXISTING SUPPORT PILE TO AVOID EXISITING BATTERED
CONTRACTOR SHALL VERIFY THAT PILES ARE LOCATED IN LINE
OF THE CONTRACTOR.
PERTINANT DIMENSIONS SHALL BE THE REPSONSIBILITY
DUE TO FAILURE BY THE CONTRACTOR TO FIELD VERIFY
AND PIPE SUPPORT CAPS AND BEAMS. MODIFICATIONS
DRAWING SUBMITTAL OF THE PILES, WALKWAYS,
GOVERNMENT AT LEAST 2 WEEKS PRIOR TO SHOP
IN LOCATION SHALL BE SUBMITTED TO THE
EXISTING FEATURES AFFECTED. ANY VARIENCES
EXISTING PIPE SUPPORT PILES, AND ALL OTHER
EXISTING WALL, WALL BASE, DISCHARGE PIPE,
CONTRACTOR SHALL VERIFY LOCATIONS OF THE
VERIFIED PRIOR TO FABRICATION AND PLACEMENT.
2. ALL DIMENSIONS AND SURVEYS SHALL BE FIELD
INTERFERENCE IS AVOIDED.
SHALL BE LAID OUT CONCURRENTLY TO ENSURE
1. CONCRETE PIPE SUPPORT PILE
GENERAL SHEET NOTES:
W
H
S T
E V
E N M
H O
B B
S P .E
NOTE: PICKUP POINTS TO BE PLAINLY MARKED ON PILES
0.58 L 0.21 L0.21 L
2 POINT PICKUP ( L
NOTE: PICKUP POINTS TO BE PLAINLY MARKED ON PILES
L
0.7 L0.3 L
1 POINT PICKUP ( L
DRIVING HEAD CONCRETE, STRANDS
AND SPIRAL TIES TO BE REMOVED
AFTER DRIVING TO EXPOSE HOOKS.
(NO PAYMENT)
(P A
Y M
E N
T L
E N
G T
H
P L
T
U R
N S A
T
*1
D R
IV
IN
G H
E A
D
T
U R
N S A
T
C
T
U R
N S A
T
P
IT
C
T
U R
N S A
T
" DIA., 7 WIRE, LOW-RELAXATION STRANDS, GR 2702
18-
C H
A M
F E
R
D
IA
S
T R
A N
D S
#8 BARS
END OF
SPIRAL
4 - #8
TO ALLOW FOR PROPER PLACEMENT OF CONCRETE,
HOOK IS APPROXIMATELY PARALLEL TO ADJACENT
FACE OF PILE AS SHOWN.
HOOKS SHOULD BE PLACED SO THAT BEND OF
STANDARD 180 HOOK ON REINFORCING FOR ALL PILES.
O
S P
IR
A L
W
IR
E S
IZ
E W
NOTE:
GRIND PRESTRESSED STRANDS FLUSH
WITH PILE HEAD AND PILE TIP.
CONCRETE PILE
PRESTRESSED PRECAST
14" X 14"
SCALE: NTS
1’-2"
4 1/2 (TYP)
" CHAMFER (TYP)4
3 2 1/2" (TYP)
PILE (TYP)
CONCRETE
EL. -10.62’ (GAINARD WOODS)
EL. -10.15’ (HAYES)
PLAN (GAINARD WOODS)
PLAN (HAYES)
EXISTING PIPE.
LOCATION AT CENTER OF
EMBEDDED P. FIELD VERIFY
PIPE SADDLE WITH 12"X 3/8"
L
PILE (TYP)
CONCRETE
W E
S T
EXISTING PIPE.
LOCATION AT CENTER OF
EMBEDDED P. FIELD VERIFY
PIPE SADDLE WITH 12"X 3/8"
SEE DETAIL 5 ON S-501. (TYP)
FOR 10"X10"X5/8"GALVANIZED EMBEDDED P
SEE S-202. FIELD VERIFY FINAL PLACEMENT.
LOCATE PLATFORM SUPPORT AS REQUIRED.
2’-2"5’-0"2’-2"
1’-3"9’-4"1’-3" WEST SUPPORT
2’-3" EAST SUPPORT
E A
S T
6" (TYP)
PRIOR TO WORK, SEE NOTES
*VERIFY ALL DIMENSIONS IN FIELD
PRIOR TO WORK, SEE NOTES
*VERIFY ALL DIMENSIONS IN FIELD
L
SEE DETAIL 5 ON S-501. (TYP)
FOR 8"X8"X5/8" GALVANIZED EMBEDDED P
SEE S-201. FIELD VERIFY FINAL PLACEMENT.
LOCATE PLATFORM SUPPORT AS REQUIRED.
CONCRETE PILE CAP
CONCRETE PILE CAP
CONCRETE PILE CAP
CONCRETE PILE (TYP)
14"x14" PRESTRESSED
CONCRETE PILE
14"X14" PRESTRESSED
EQUALLY SPACED
HEADED STUDS
8 ROWS WELDED
(T Y
P
E M
B E
D
STD. HOOKS
4- #5 WITH
WITH STD. HOOKS
2- #8 BETWEEN PILES
W/ 6" SPACING
HEAD STUDS
2 ROWS WELDED
EACH FACE
3- #5 (TYP)
2- #5 (TYP)
PIPE SUPPORT
GWOODS EAST: 6’-2"
GWOODS WEST: 7’-2"
HAYES: 4’-3"
NOTE: PICKUP POINTS TO BE PLAINLY MARKED ON PILES
L
3 POINT PICKUP ( L > 75’)
.145 L .145 L0.355 L 0.355 L
< 52’)
< 75’)
S O
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IG
N E
D B
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D E
S C
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IP
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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
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 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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R W
H
:1
V
IC
K S
B U
R G D
IS
T R
IC
T
S T L
O U
IS
D
IS
T R
A A A
B
SECTION
C
SECTIONDETAIL
A
SECTION
B
INTERRUPT AS NEEDED
2’-8" 2’-8"
W14
2’-6"
C
SCALE: NTS
SCALE: NTS
OUTFALL BELL SUPPORT
SCALE: NTS
OUTFALL BELL SUPPORT (TYP)
SCALE: NTS
OUTFALL BELL SUPPORT
S-504
1’-2" (TYP)
5’-10"
6"6"
4 - #8
4 - #5
10 - #5 STIRRUPS EQL SP
1’-6"1’-6"
2 - #5 E.F.
DETAILS
SEE SHEET M-502 FOR BRACKET
BELL SUPPORT BRACKET PLATE
PVC PIPE SLEEVE IN CONCRETE TO ACCEPT RODS.
RODS W/ NUTS AND WASHERS. EMBED 1 1/2" I.D.
6"
2" (TYP)
S.S. PLATE
1-1/4"x10"
CONCRETE PILE
14" PRESTRESSED SQUARE
CONCRETE PILE (TYP)
14" PRESTRESSED SQUARE
M
IN
E
M B
E D
T Y
P
ROD W/ NUTS
BEAM INTERFACE.
DISCHARGE BELL SUPPORT
ROUGHEN PILE CAP BEAM AT
SUPPORT BEAM
DISCHARGE BELL
4" CLR. (TYP)
EACH FACE
2-#5 BARS
EACH FACE
2-#5 BARS
PILE AS NEEDED
INTERRUPT AT
W/ STD. HOOKS
4-#8 BARS
W/ STD. HOOKS
4-#5 BARS
4" CLR. (TYP)
@ 6" MAX SP.
#5 STIRRUPS
2" CLR. AT PVC SLEEVE (TYP)
2’-6"
BEAM
BELL SUPPORT
DISCHARGE
CONCRETE
BELL SUPPORT BEAM
CONCRETE DISCHARGE
DISCHARGE BELLS SUPPORT
6’-6"
SUPPORT BEAM
CONCRETE BELL
D
IS
C H
A R
G E B
E L L S
U P
P O
R T D
E T
A
IL
S
EACH SIDE
ROD W/ NUTS 9" EMBED
SCALE: NTS
OUTFALL BELL SUPPORT PILE CAP
H A
Y E
S P
U M
P S
T A
T
IO
H
S T
E V
E N M
H O
B B
S P .E
H -4 -4
S
S
D E
T .d
/1 n
PAD (TYP)
1 1/4" GROUT
7’-6"12’-6"12’-6"7’-6"
-70.0’ (TYP)
TIP EL.
DISCHARGE BELL AND PIPE
*SEE MECHANICAL FOR OVERALL PLAN OF
@ 6" MAX SP.
#5 STIRRUPS
J S
V
AS NEEDED.
AVOID BOLT SLEEVES
EQUAL SPACING.
W/ STANDARD HOOKS.
TOP AND BOTTOM
7- #8 BARS
2’-4" (TYP)
HAYES: M-502
FOR BELL DETAILS
SEE MECHANICAL SHEETS
HAYES: EL. 4.3
S O
L
IC
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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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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
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 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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
2’-3"
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
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R W
H
:1
V
IC
K S
B U
R G D
IS
T R
IC
T
S T L
O U
IS
D
IS
T R
S-505
W
H
S T
E V
E N M
H O
B B
S P .E
J S
V
P
IL
E S
C H
E D
U L E
H A
Y E
S A
N D G
A
IN
A R
D W
O O
D S N
O
P U
M P S
T A
T
IO
N S
3. FOR PILE LAYOUT SEE S201,S202, S503, AND S504.
2. FOR PILE DETAILS, SEE SHEET S-503.
C = 14"x14" PRESTRESSED PRECAST CONCRETE PILE
1. FOR PILE TYPE,
NOTES:
H -4 -4
S
D E
T .d
/1 n
S O
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A T
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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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C K
D B
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D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
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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
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 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
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N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
.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 L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
H -4 -4
M -1
P
L N .d g n
" = 1’16
SCALE
V
IC
K S
B U
R G D
IS
T R
IC
T
J .A .J
S T
E P
H E
N G F
A R
K A
S P .E
S .J .K
S .J .K
A
SECTION
" = 1’16
SCALE
DENOTES ITEMS TO BE REMOVED
D
IS
C H
A R
G E P
IP
IN
G D
E M
O L
IT
IO
N
P L
A N S
E C
T
IO
N S
H A
Y E
S P
U M
P S
T A
T
IO
N
HAYES PUMP STATION DISCHARGE PIPE - DEMOLITION PLAN
0 2’ 4’ 8’
"=1’16
SCALE:
DISCHARGE PIPE
CUT EXISTING
45’-1"52’-6"
SEE NOTE 3
APPROXIMATE DISTANCE FROM PUMP HOUSE TO DEMOLITION AREA APPROXIMATE DEMOLITION LENGTH
8’-7"
L
O U
IS
D
IS
T R
IC
T
:1
CUT REINFORCING
PLATES FLUSH
WITH PIPE
REMOVE SECTION OF EXISTING
72" DISCHARGE PIPE
REMOVE
EXISTING DISCHARGE BELL
EXISTING DISCHARGE BELL HANGER
BEAM
REMOVE BEAM & PILINGS
EXISTING PIPE
SUPPORT BEAM
REMOVE BEAM
& PILINGS
72" DISCHARGE PIPE
REMOVE SECTION OF EXISTING
REMOVE TIMBER
CROSS BEAMS
EXISTING DISCHARGE BELL HANGER
BEAM
REMOVE BEAM & PILINGS
EXISTING PIPE SUPPORT
BEAM
REMOVE BEAM & PILINGS
EXISTING PIPE SUPPORT
BEAM
REMOVE BEAM & PILINGS
GENERAL NOTES
EXISTING
DISCHARGE BELLS
REMOVE
PARAGRAPH 3.2.1 OF THE SPECIFICATIONS.
9. FOR REMOVAL OF PILINGS SEE SECTION 40 05 13,
LOCAL REGULATIONS.
DISPOSAL IN ACCORDANCE WITH FEDERAL, STATE, AND
BECOMES THE PROPERTY OF THE CONTRACTOR FOR
8. UNLESS OTHERWISE STATED, ALL EQUIPMENT REMOVED
FITTING NEW DISCHARGE PIPE SECTIONS.
EXISTING DISCHARGE PIPE SHALL BE REMOVED PRIOR TO
7. SLAG, CHIPS, AND/OR BURRS RESULTING FROM CUTTING
HAYES PUMP STATION.
TYPICAL FOR BOTH DISCHARGE PIPELINES AT
6. ITEMS DENOTED FOR REMOVAL IN SECTION A ARE
DEMOLITION ACTIVITIES.
PNEUMATIC ACTUATORS FROM DAMAGE DURING
5. CONTRACTOR SHALL PROTECT EXISTING VALVING AND
DEPARTMENT.
SHUTDOWN OF PUMPS WITH PLAQUEMINES PARISH DRAINAGE
CONTRACTOR SHALL COORDINATE THE TEMPORARY
DURING THE PERIOD OF JUNE 1 THROUGH NOVEMBER 30.
SERVICE AT A TIME. BOTH PUMPS SHALL BE OPERATIONAL
SUCH THAT ONLY ONE PUMP DISCHARGE IS OUT OF
4. CONTRACTOR SHALL PHASE DEMOLITION ACTIVITIES
OUTSIDE OF DESIGNATED DEMOLITION AREA.
3. CONTRACTOR SHALL NOT DISTURB DISCHARGE PIPE
FOR REMOVAL SHALL BE CONSIDERED AS BOTH.
2. ITEMS EITHER HATCHED FOR REMOVAL OR CALLED OUT
PRIOR TO BEGINNING WORK.
1. DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR
EXISTING
PUMP
HOUSE
EXISTING SIPHON BREAKER
PIPING
EXISTING 72"
DISCHARGE
PIPE
EXISTING SIPHON BREAKER
PIPING
FLOODWALL
EXISTING
EXISTING 72" DISCHARGE
PIPE
SUPPORT
EXISTING
EXISTING VENT
PIPING
EXISTING
SUPPORT
EXISTING
PUMP
HOUSE
M-101
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/2
/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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
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 L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
H -4 -4
M -1
P
L N .d g n
V
IC
K S
B U
R G D
IS
T R
IC
T
J .A .J
S T
E P
H E
N G F
A R
K A
S P .E
S .J .K
S .J .K
H A
Y E
S P
U M
P S
T A
T
IO
L
O U
IS
D
IS
T R
IC
T
:1
M-501
M-501
" = 1’16
3SCALE
F
PIPE
DISCHARGE
EXISTING
" +/-2 18-7
GENERAL NOTES
M-503
PIPE
DISCHARGE
EXISTING
EXISTING 72"
DISCHARGE
PIPE
EXISTING SIPHON BREAKER
PIPING
FLOODWALL
EXISTING
NEW STRAIGHT PIPE LAY
APPROXIMATE LENGTH OF
APPROXIMATE DISTANCE FROM STATION TO CENTER OF DISCHARGE
DISCHARGE BELL
0 2’ 4’ 8’
"=1’16
SCALE:
EXISTING SIPHON BREAKER
PIPING
14’-3" 23’-0"4’-0"4’-0"
"2 123’-8
HAYES PUMP STATION DISCHARGE PIPE - PLAN
SECTION
" = 1’16
3SCALE
B
B
EXISTING
PUMP
HOUSE
P L
A N S
E C
T
IO
N S
D
IS
C H
A R
G E P
IP
IN
G M
O D
IF
IC
A T
IO
N S
TYP. EACH PIPELINE
STEEL PIPES, SCH. 80
" STAINLESS8
3TWO
NEW PNEUMATIC LINES
NEW 72" DISCHARGE
PIPE X-HEAVY WEIGHT
NEW 72" DISCHARGE
PIPE X-HEAVY WEIGHT
CONDENSATE DRAINAGE.
SIZED SPRING RETURN BALL VALVE AT LOWEST POINT FOR
ELEVATION CHANGES SHALL BE PROVIDED WITH A SIMILARLY
7. TRAPS CREATED IN COMPRESSED AIR PIPING BY PIPING
PROVISIONS OF SECTION 09 97 02 OF THE SPECIFICATIONS.
DISCHARGE PIPES IN ACCORDANCE WITH THE APPLICABLE
6. AFTER WELDING, CONTRACTOR SHALL TOUCH-UP PAINT
B16.1, CLASS 125, NPS 72.
VALVES AND EXPANSION JOINTS SHALL CONFORM TO ANSI
5. PIPE FLANGE BOLT PATTERN FOR USE WITH BUTTERFLY
DEPARTMENT.
SHUTDOWN OF PUMPS WITH PLAQUEMINES PARISH DRAINAGE
CONTRACTOR SHALL COORDINATE THE TEMPORARY
DURING THE PERIOD OF JUNE 1 THROUGH NOVEMBER 30.
AT A TIME. BOTH PUMPS SHALL BE OPERATIONAL
SUCH THAT ONLY ONE PUMP DISCHARGE IS OUT OF SERVICE
4. CONTRACTOR SHALL PHASE RECONSTRUCTION ACTIVITIES
REQUIRED TO COMPLETE WORK.
CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS
3. PRIOR TO BEGINNING DISCHARGE PIPE WORK,
OF SECTION 40 05 13 OF THE SPECIFICATIONS.
FLANGES SHALL CONFORM TO THE APPLICABLE PROVISIONS
2. FIELD WELDING OF NEW DISCHARGE PIPE LENGTHS AND
SHALL BE FURNISHED IN LONGEST LENGTHS PRACTICABLE.
1. PIPE LENGTHS FOR NEW SECTION OF DISCHARGE PIPE
M-102
ROUTE AIR PIPING
AROUND MANHOLE
TYPICAL MANHOLE DETAIL
SCALE: 1"=1’
1’ 2’
SCALE 1" = 1’
NEW DISCHARGE
BELL HANGER
BEAM
SEE SHT. S-504
72" DIA. BUTTERFLY
VALVE & OPERATOR
TYP. 4
CLASS 125 FLANGE
NEW 72" ASME
SEE SHT. S-503
CARRY BEAMS & PILINGS
FOR PIPE SADDLE SUPPORT
NEW 72" DISCHARGE PIPE
X-HEAVY WEIGHT
EXISTING VENT
CONNECTION
EXISTING
SUPPORT
SUPPORT
EXISTING
EXISTING VENT
PIPING
NEW PNEUMATIC LINES
SEE NOTE 6
EXISTING 72" DISCHARGE
PIPE
EXISTING
PUMP
HOUSE
DISCHARGE PIPE
AWWA C207
30" BLIND FLANGE
DISCHARGE PIPE
SAME MATERIAL AS
30" STD. WEIGHT PIPE
AWWA C207
CLASS D
30" FLANGE
"16
MANHOLE
TYP. EACH
PIPELINE
4’-6"
" P 2
1LUG
LIFTING
PIPE SADDLE
STIFFENER RINGS DETAIL 2
TYP. EACH PIPELINE
SEE SHT. M-501
PIPE SADDLE
STIFFENER RINGS DETAIL 1
TYP. EACH PIPELINE
SEE SHT. M-501
1’-0" & PILINGS SEE SHT. S-504
SUPPORT HANGER BEAM
FOR DISCHARGE BELL
M-503
EL. -7.55
DISCHARGE BELL
DEFLECTOR PLATE
TYP. 2
DISCHARGE BELL
SUPPORT
EL. 4.2
DISCHARGE
BELL
TYP. 2
ELBOW
DISCHARGE
EL. 11.2
"2 198’-10
VALVE, TYP. 2
6" KNIFE GATE
ATTACH TO WALKWAY
HANDWHEEL SHAFT SUPPORT AS NEEDED
PROVIDE PILLOW BLOCK BEARING FOR
VALVE
6" KNIFE GATE
8’-0""8 73’-5
VENT PIPING
TYP. EACH PIPELINE
CLASS 125 FLANGES
(3) 6" ASME
72" DIA. BUTTERFLY
VALVE & OPERATOR
TYP. EACH PIPELINE
TYP. EACH PIPELINE
CLASS 125 FLANGE
72" ASME
"16
6" STEEL PIPE, SCH. 40
PIPE SUPPORT
6" STEEL PIPE, SCH. 40
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/2
/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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
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 L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
H -4 -4
M -1
P
L N .d g n
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
V
IC
K S
B U
R G D
IS
T R
IC
T
J .A .J
S T
E P
H E
N G F
A R
K A
S P .E
S .J .K
S .J .K
CL
P L
A N
P N
E U
M A
T
IC
S
Y S
T E
M M
O D
IF
IC
A T
IO
N S
PIPE, SCH. 80
" STAINLESS STEEL8
3 PIPE SUPPORT
PUMP
CL PUMP
" = 1’4
1SCALE
PIPE SUPPORTPIPE SUPPORT
TYP. EACH LINE
45 DEG ELBOW
DO NOT MAKE NEW OPENING
ALONG SIPHON VENT PIPE
RUN AIR PIPING THROUGH SIDING
PIPE SUPPORT
HAYES PUMP STATION NEW COMPRESSED AIR PIPING PLAN
PIPE SUPPORT
PIPE SUPPORTPIPE SUPPORT
PIPE SUPPORT
DO NOT MAKE NEW OPENING
ALONG SIPHON VENT PIPE
RUN AIR PIPING THROUGH SIDING
TYP. EACH LINE
45 DEG ELBOW
PIPE, SCH. 80
" STAINLESS STEEL8
SCALE 1" = 1’
CONTROL VALVE CONNECTION DETAIL
TUBE ADAPTER FITTING
" PIPE TO8
390 DEGREE
PRESSURE TUBING
INTO EXISTING SUPPLY
INSTALL STAINLESS STEEL TEE
STEEL TUBING
" STAINLESS8
ACTUATOR
VALVE
TO BUTTERFLY
ACTUATOR
VALVE
TO BUTTERFLY
STEEL TUBING
" STAINLESS8
CONTROL VALVE
CONTROL VALVE
FIELD LOCATE NEW
ACTUATOR BRACKET AND
EXTEND SIPHON BREAKER
PIPE, SCH. 80
" STAINLESS STEEL8
SUPPORT
PIPE
1’ 2’0
"=1’1SCALE:
72" DISCHARGE PIPE
EXISTING
72" DISCHARGE PIPE
EXISTING
4’ 8’0 2’
"=1’4
1SCALE:
L
O U
IS
D
IS
T R
IC
T
:1
H A
Y E
S P
U M
P S
T A
T
IO
N
M-601
11’-0"11’-0"11’-0"11’-0"7’-0"2’-6"
11’-0"11’-0"11’-0"11’-0"7’-0"2’-6"
VENT PIPING
SIPHON BREAKER
VENT PIPING
SIPHON BREAKER
VENT PIPING
SIPHON BREAKER
VENT PIPING
SIPHON BREAKER
OTHER SIDE OPPOSITE HAND
NORTH SHOWN
C
C
1"
"4
" P2
L
ZINC COATED
CLAMP COVER PLATE
CLAMP
POLYPROPYLENE PIPE
ZINC COATED
CLAMP HEAD BOLT
VENT PIPE
PAINT TO MATCH
CLAMP WELD PLATE
VENT PIPE
SIPHON BREAKER
SCALE 6" = 1’
TYPICAL PIPE SUPPORT
SCALE: 6"=1’
3" 6" 9" 12"
M-103
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/2
/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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
A A
A A
A A
A A
A
A A A
A
AA
A
A A
A A
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 L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
H -4 -4
M -1
P
L N .d g n
" = 1’16
SCALE
V
IC
K S
B U
R G D
IS
T R
IC
T
J .A .J
S T
E P
H E
N G F
A R
K A
S P .E
S .J .K
S .J .K
SECTION
" = 1’16
SCALE
DENOTES ITEMS TO BE REMOVED
D
IS
C H
A R
G E P
IP
IN
G D
E M
O L
IT
IO
N
P L
A N S
E C
T
IO
N S
G A
IN
A R
D W
O O
D S P
U M
P S
T A
T
IO
N N
O
GAINARD WOODS PUMP STATION NO. 2 DISCHARGE PIPE - DEMOLITION PLAN
0 2’ 4’ 8’
"=1’16
3SCALE:
PIPE
EXISTING 76" DISCHARGE
SEE NOTE 3
APPROXIMATE DISTANCE FROM HEADWALL TO DEMOLITION AREA
L
O U
IS
D
IS
T R
IC
T
D
EXISTING PIPE SADDLE CARRY BEAMEXISTING PIPE SADDLE CARRY BEAM
EXISTING DISCHARGE
BELL HANGER BEAM
BELL
EXISTING DISCHARGE
DISCHARGE PIPE
CUT EXISTING
DISCHARGE PIPE
CUT EXISTING
76" DISCHARGE PIPE
REMOVE SECTION OF EXISTING
" +/-16 79’-7
EXISTING HEADWALL
PIPE
EXISTING 76" DISCHARGE
EXISTING PUMP HOUSE
REMOVE SECTION OF EXISTING
76" DISCHARGE PIPE
EXISTING SIPHON
BREAKER ASSEMBLY
TYP. 2
DO NOT DISTURB
EXISTING FLOODWALL
EXISTING FLOODWALL
GENERAL NOTES
LENGTH
APPROXIMATE DEMOLITION
EXISTING DISCHARGE
BELLS
EXISTING DISCHARGE
BELL HANGER BEAM
EXISTING PIPE SADDLE CARRY BEAMEXISTING PIPE SADDLE CARRY BEAM
39’-8" "4 314’-8
LOCAL REGULATIONS.
DISPOSAL IN ACCORDANCE WITH FEDERAL, STATE, AND
BECOMES THE PROPERTY OF THE CONTRACTOR FOR
9. UNLESS OTHERWISE STATED, ALL MATERIAL REMOVED
ACTIVITIES.
NECESSARY TO COMPLETE DEMOLITION / CONSTRUCTION
STRUCTURAL SUPPORT FOR EXISTING DISCHARGE PIPE
8. CONTRACTOR SHALL PROVIDE ALL TEMPORARY
FITTING NEW DISCHARGE PIPE SECTIONS.
EXISTING DISCHARGE PIPE SHALL BE REMOVED PRIOR TO
7. SLAG, CHIPS, AND/OR BURRS RESULTING FROM CUTTING
GAINARD WOODS PUMP STATION NO. 2.
TYPICAL FOR BOTH DISCHARGE PIPELINES AT
6. ITEMS DENOTED FOR REMOVAL IN SECTION A ARE
DEMOLITION ACTIVITIES.
PNEUMATIC ACTUATORS FROM DAMAGE DURING
5. CONTRACTOR SHALL PROTECT EXISTING VALVING AND
DEPARTMENT.
SHUTDOWN OF PUMPS WITH PLAQUEMINES PARISH DRAINAGE
CONTRACTOR SHALL COORDINATE THE TEMPORARY
DURING THE PERIOD OF JUNE 1 THROUGH NOVEMBER 30.
SERVICE AT A TIME. BOTH PUMPS SHALL BE OPERATIONAL
SUCH THAT ONLY ONE PUMP DISCHARGE IS OUT OF
4. CONTRACTOR SHALL PHASE DEMOLITION ACTIVITIES
OUTSIDE OF DESIGNATED DEMOLITION AREA.
3. CONTRACTOR SHALL NOT DISTURB DISCHARGE PIPE
FOR REMOVAL SHALL BE CONSIDERED AS BOTH.
2. ITEMS EITHER HATCHED FOR REMOVAL OR CALLED OUT
PRIOR TO BEGINNING WORK.
1. DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR
D
M-104
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/2
/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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
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 L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
H -4 -4
M -1
P
L N .d g n
V
IC
K S
B U
R G D
IS
T R
IC
T
J .A .J
S T
E P
H E
N G F
A R
K A
S P .E
S .J .K
S .J .K
G A
IN
A R
D W
O O
D S P
U M
P S
T A
T
IO
N N
O
PIPE
L
O U
IS
D
IS
T R
IC
T
:1
PUMP
HOUSE
EXISTING SIPHON BREAKER
ASSEMBLIES
PUMP STATION
HEADWALL
PIPE
DISCHARGE
EXISTING 76"
EXISTING FLOODWALL
IS
C H
A R
G E P
IP
IN
G P
L A
N S
E C
T
IO
N
" = 1’16
SCALE
PIPE
M-502
M-502
H
PIPE
DISCHARGE
EXISTING
PIPE
DISCHARGE
EXISTING 76"
VALVE & OPERATOR
78" DIA. BUTTERFLY
76" TO 78" PIPE ADAPTER
SECTION
TYP. 2 EACH PIPELINE
GENERAL NOTES
NEW PNEUMATIC LINES
TWO 38" STAINLESS
STEEL PIPES, SCH. 80
TYP. EACH PIPELINE
76" TO 78" PIPE ADAPTER
SECTION
TYP. 2 EACH PIPELINE
1’-0"
MIN.
TYP. EACH PIPELINE
CLASS 125 FLANGE
NEW 78" ASME
" +/-4 39’-7
"4 13’-4 4’-0" 4’-0" "4
13’-4
PIPE
DISCHARGE
EXISTING"2
114’-8
SECTION
" = 1’16
3SCALE
GAINARD WOODS PUMP STATION NO. 2 DISCHARGE PIPE - PLAN
E
ENEW 76" DISCHARGE PIPE
X-HEAVY WEIGHT
NEW 76" DISCHARGE PIPE
X-HEAVY WEIGHT
M-105
TYPICAL MANHOLE DETAIL
SCALE 1" = 1’
DISCHARGE PIPE
AWWA C207
30" BLIND FLANGE
DISCHARGE PIPE
SAME MATERIAL AS
30" STD. WEIGHT PIPE
AWWA C207
CLASS D
30" FLANGE
"16
NEW 76" DISCHARGE PIPE
X-HEAVY WEIGHT
TYP. EACH PIPELINE
CONFIGURATION 1
STIFFENER RINGS
PIPE SADDLE
TYP. 4
FLANGE
CLASS 125
NEW 78" ASME
SEE SHT. S-503
CARRY BEAMS & PILINGS
FOR PIPE SADDLE SUPPORT
TYP. EACH PIPELINE
CONFIGURATION 2
STIFFENER RINGS
PIPE SADDLE
NEW PNEUMATIC LINES
SEE NOTE 6
EXISTING SIPHON
BREAKER
ASSEMBLY
PUMP
HOUSE
78" DIA. BUTTERFLY
VALVE & OPERATOR
ROUTE AIR PIPING
AROUND MANHOLE
MANHOLE
TYP. EACH
PIPELINE
SCALE: 1"=1’
1’ 2’
0 2’ 4’ 8’
"=1’16
SCALE:
10’-6"
" P 2
1LUG
LIFTING
PIPE SADDLE
STIFFENER RINGS DETAIL 2
SEE SHT. M-502
PIPE SADDLE
STIFFENER RINGS DETAIL 2
SEE SHT. M-502
SEE SHT. M-503
STIFFENER RINGS DETAIL 1
PIPE SADDLE
NOZZLE, TYP. 2
NEW AIR RELEASE
2’-3" +/-
SCH. 40
6" STEEL PIPE
NOZZLE
NEW AIR RELEASE
CHECK VALVE
NEW 6" AIR RELEASE
CLASS 125 FLANGE
NEW 6" ASME
CLASS 125 FLANGE
NEW 6" ASME
CHECK VALVE
NEW 6" AIR RELEASE
NOZZLE
NEW AIR RELEASE
CHECK VALVE, TYP. 2
NEW 6" AIR RELEASEATTACH TO WALKWAY
FOR SHAFT SUPPORT AS NEEDED
PROVIDE PILLOW BLOCK BEARING
RELEASE CHECK VALVE INSTALLATION WITH COAL TAR EPOXY.
7. FIELD PAINT DISCHARGE PIPE AREA AROUND NEW AIR
CONDENSATE DRAINAGE.
SIZED SPRING RETURN BALL VALVE AT LOWEST POINT FOR
ELEVATION CHANGES SHALL BE PROVIDED WITH A SIMILARLY
6. TRAPS CREATED IN COMPRESSED AIR PIPING BY PIPING
PROVISIONS OF SECTION 09 97 02 OF THE SPECIFICATIONS.
DISCHARGE PIPES IN ACCORDANCE WITH THE APPLICABLE
5. AFTER WELDING, CONTRACTOR SHALL TOUCH-UP PAINT
B16.1, CLASS 125, NPS 78.
VALVES AND EXPANSION JOINTS SHALL CONFORM TO ANSI
4. PIPE FLANGE BOLT PATTERN FOR USE WITH BUTTERFLY
DEPARTMENT.
SHUTDOWN OF PUMPS WITH PLAQUEMINES PARISH DRAINAGE
CONTRACTOR SHALL COORDINATE THE TEMPORARY
DURING THE PERIOD OF JUNE 1 THROUGH NOVEMBER 30.
SERVICE AT A TIME. BOTH PUMPS SHALL BE OPERATIONAL
SUCH THAT ONLY ONE PUMP DISCHARGE IS OUT OF
3. CONTRACTOR SHALL PHASE DEMOLITION ACTIVITIES
REQUIRED TO COMPLETE WORK.
CONTRACTOR SHALL FIELD VERIFY ALL MEASUREMENTS
2. PRIOR TO BEGINNING DISCHARGE PIPE WORK,
OF SECTION 40 05 13 OF THE SPECIFICATIONS.
FLANGES SHALL CONFORM TO THE APPLICABLE PROVISIONS
1. FIELD WELDING OF NEW DISCHARGE PIPE LENGTHS AND
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 fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/2
/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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
FLOW
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 L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
H -4 -4
M -1
P
L N .d g n
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
V
IC
K S
B U
R G D
IS
T R
IC
T
J .A .J
S T
E P
H E
N G F
A R
K A
S P .E
S .J .K
S .J .K
TYPICAL PIPE HANGER
N.T.S.
FLOOR
BOTTOM OF PUMP HOUSE
GALVANIZED
ANVIL INTERNATIONAL FIG. 66 OR EQUAL
BEAM ATTACHMENT
GALVANIZED
ANVIL INTERNATIONAL FIG. 290 OR EQUAL
THREADED WELDLESS EYE NUT
EPOXY COATED
ANVIL INTERNATIONAL FIG. 65 OR EQUAL
ADJUSTABLE CLEVIS HANGER
GALVANIZED
" HEX NUT8
GALVANIZED
BOTH ENDS
" ROD THREADED8
PIPE, SCH. 80
" STAINLESS STEEL8
P L
A N
P N
E U
M A
T
IC
S
Y S
T E
M M
O D
IF
IC
A T
IO
N S
GALVANIZED
HEX NUT
GALVANIZED
HEX BOLT
CORROSION RESISTANT, STEEL
EXPANSION CONCRETE ANCHOR
VIBRATION RESISTANT
" = 1’4
1SCALE
GAINARD WOODS NO. 2 PUMP STATION NEW COMPRESSED AIR PIPING PLAN
CL
& PUMP
ENGINE
CL
& PUMP
ENGINE
CL ENGINE
CL ENGINE
4’ 8’0 2’
L
O U
IS
D
IS
T R
IC
T
:1
G A
IN
A R
D W
O O
D S P
U M
P S
T A
T
IO
N N
O
M-602
THROUGH FLOOR
PIPE, SCH. 80
" STAINLESS STEEL8
PIPE HANGER
GROUT AROUND PIPES
RUN AIR PIPING THROUGH HEADWALL
PIPE, SCH. 80
" STAINLESS STEEL8
PIPE HANGER
45 DEG ELBOW
"4 14’-59’-6"3"
1’-0"
45°
PIPE HANGER 1
HEADWALL
STATION
OUTLINE
PUMP HOUSE
THROUGH FLOOR
PIPE, SCH. 80
" STAINLESS STEEL8
PIPE HANGER
45 DEG ELBOW
"4 14’-59’-6"3"
45°
PIPE HANGER 1
PIPE HANGER
6"
6"
PIPE SUPPORT PIPE SUPPORT PIPE SUPPORT
10’-0"10’-0"10’-0"
GROUT AROUND PIPES
RUN AIR PIPING THROUGH HEADWALL
PIPE, SCH. 80
" STAINLESS STEEL8
PIPE SUPPORT PIPE SUPPORT PIPE SUPPORT
10’-0"10’-0"10’-0"
TYPICAL PIPE SUPPORT
N.T.S.
10"
PIPE WALL
DISCHARGE
R
"4
FILLET ALL EDGES
M-106
TOUCH UP PAINT
PASS-THROUGH,
PNEUMATIC LINE
" FOR16
11FIELD DRILL
DISCHARGE PIPE
EXISTING 76"
DISCHARGE PIPE
EXISTING 76"
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
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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 fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/2
/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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
A A
A
A
A
A
A A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A R
M Y C
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P S O
F E
N G
IN
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R S
N E
W O
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A N
S L
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IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
H -4 -4
M -5
D T
L .d g n
2’ 4’0 1’
"=1’2
1SCALE:
P L
A Q
U E
M
IN
E S P
A R
IS
H L
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IS
IA
N A
V
IC
K S
B U
R G D
IS
T R
IC
T
J .A .J
S T
E P
H E
N G F
A R
K A
S P .E
S .J .K
S .J .K
"16
ELEVATION
SCALE 3" = 1’
SCALE: 3"=1’
3" 6" 9" 12"
DISCHARGE PIPE FIELD JOINT
G
DOUBLE BEVEL WELD SHOWN
BEVEL WELD RATHER THAN
CONTRACTOR MAY USE SINGLE
IF PIPE FURNISHED AS PLAIN END
N.T.S.
PIPE WALL
PASS-THROUGH
PNEUMATIC LINE
" FOR16
11FIELD DRILL
M-102
" = 1’4
3SCALE " = 1’4
3SCALE
RING
" X 8" STIFFENER2
RING
" x 6" STIFFENER2
L
O U
IS
D
IS
T R
IC
T
:1
ASTM A572 GR. 60
BOTTOM OF PIPE
PLATE WELDED TO
" REINFORCING2
"16
"16
"16
ASTM A572 GR. 60
BOTTOM OF PIPE
PLATE WELDED TO
" REINFORCING2
" = 1’2
1SCALE
45 DEGREE ELBOW TRANSITION
72" DISCHARGE PIPE
.5
15°15°
7.5°
TYP. 2
STEEL
84" ASME CLASS 125 FLANGE
SCH. 40
6" STEEL PIPE
7’ -0
6’ -0
"16 31’-2
"16
1’-2
R A
D
7’ -6 R
A
C H
A R
G E P
IP
IN
G D
E T
A
IL
S
H A
Y E
S P
U M
P S
T A
T
IO
N
SUPPORT STIFFENING DETAIL 1
72" DISCHARGE PIPE
SUPPORT STIFFENING DETAIL 2
72" DISCHARGE PIPE
F
F
RINGS
" x 6" STIFFENER2
"16
"16
"16
"16
135°
"2
"4
5’-11
1’-6"
1’-4"1’-4"
10"
R 1’-6"
1’-4" 1’-4"
"=1’4
3SCALE:
0 1’ 2’ 3’
TOUCH UP PAINT
PASS-THROUGH
FOR PNEUMATIC LINE
" HOLES16
11FIELD DRILL TWO
ASTM A572 GR. 60
BOTTOM OF PIPE
PLATE WELDED TO
" REINFORCING2
"16
SCALE 3" = 1’
G
SECTION
G
120°
M-501
2’-5
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
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D E
S C
R
IP
T
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N
D
2 3
C
4 5
A
B
M A
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A P
P R
D A
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F
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B E
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B M
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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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D A
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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 fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/2
/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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
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 L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
H -4 -4
M -5
D T
L .d g n
P L
A Q
U E
M
IN
E S P
A R
IS
H L
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IS
IA
N A
V
IC
K S
B U
R G D
IS
T R
IC
T
J .A .J
S T
E P
H E
N G F
A R
K A
S P .E
S .J .K
S .J .K
SCALE: 3"=1’
3" 6" 9" 12"
L
O U
IS
D
IS
T R
IC
T
M-105
6 ELEVATION
SCALE 3" = 1’
PIPE WALL
DISCHARGE
PASS-THROUGH
PNEUMATIC LINE
" FOR16
11FIELD DRILL
M-105
" = 1’4
3SCALE " = 1’4
3SCALE
PASS-THROUGH
FOR PNEUMATIC LINE
" HOLES16
11FIELD DRILL TWO
RING
" X 8" STIFFENER2
RING
" x 6" STIFFENER2
"16
ASTM A572 GR. 60
BOTTOM OF PIPE
PLATE WELDED TO
" REINFORCING2
DISCHARGE PIPE FIELD JOINT
N.T.S.
DOUBLE BEVEL WELD SHOWN
BEVEL WELD RATHER THAN
CONTRACTOR MAY USE SINGLE
IF PIPE FURNISHED AS PLAIN END
C H
A R
G E P
IP
IN
G D
E T
A
IL
S
G A
IN
A R
D W
O O
D S P
U M
P S
T A
T
IO
N N
O
SUPPORT STIFFENING DETAIL 1
76" DISCHARGE PIPE
SUPPORT STIFFENING DETAIL 2
76" DISCHARGE PIPE
H
H
ASTM A572 GR. 60
BOTTOM OF PIPE
PLATE WELDED TO
" REINFORCING2
RINGS
" x 6" STIFFENER2
"16
"16
"16
3SCALE:
0 1’ 2’ 3’
1’-4"1’-4"
1’-6"
10"
R
1’-4"1’-4"
1’-6"
120°
SCALE 3" = 1’
I
SECTION
ASTM A572 GR. 60
BOTTOM OF PIPE
PLATE WELDED TO
" REINFORCING2
"16
I
MAKE 2
AIR RELEASE NOZZLE
SCALE 3" = 1’
6" STEEL PIPE
SCH. 40
PERFORATED SHEET
STEEL, 20% OPEN
STAGGERED HOLES
MCMASTER-CARR
9255T151 OR SIMILAR
STEEL
6" ASME CLASS 125 FLANGE
3"
2"
"8
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
R
S
IZ
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S U
B M
IT
T E
D B
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P L
O T S
C A
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P L
O T D
A T
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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 fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/2
/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
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
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
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 L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
H -4 -4
M -5
D T
L .d g n
SCALE: 1"=1’
1’ 2’
" P8
" P2
L
L
DISCHARGE BELL SUPPORT BRACKET
SCALE 1" = 1’
1’-4"
1’-2"
SPACING
PLATE
GUSSET
7"
7"
6’-6"
3’-0"3’-0"
TYP.
TYP.
TYP.
2’ 4’0 1’
"=1’2
P
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
V
IC
K S
B U
R G D
IS
T R
IC
T
J .A .J
S T
E P
H E
N G F
A R
K A
S P .E
S .J .K
S .J .K
2’-4" 2’-4"
TYP. 10
" X 4"2
GUSSET PL
3"
3"
TYP. 8
FOR 1" DIA BOLT
" DIA HOLE 4
1DRILL 1
ASTM A312 STAINLESS STEEL TYPE 304
DISCHARGE BELL DEFLECTOR PLATE
ASTM A312 STAINLESS STEEL TYPE 304
11’-3"6’-9"
PLAN
ELEVATION
DISCHARGE BELL
STEEL TYPE 304
ASTM A312 STAINLESS
84" ANSI CLASS 125 FLANGE
TYPE 304 STAINLESS STEEL
.5
’-0
° 6 ° 4
° 4
7’ -0
12’-9
6"
SECTION
AT CENTER
6" DIA. PIPE, SCH. 40
" P2
L
"8 15’-10
"8
’-5
’-9
10’-
FULL DEPTH
AT 7 PIPE DEFLECTOR…
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