10-R-0050 Drawings Pkg 5.pdf
PDF 2 MB Posted
- Solicitation number
- W912P8-10-R-0050
About this file
Drawings Package 5 of 8
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Am_0003.pdf | ||
| Am_0002.pdf | ||
| Am_0001.pdf | ||
| Site_Visit_Listing.pdf | ||
| 10-R-0050 Drawings Pkg 4.pdf | ||
| 10-R-0050 Drawings Pkg 7.pdf | ||
| 10-R-0050 Drawings Pkg 3.pdf | ||
| 10-R-0050 Drawings Pkg 6.pdf | ||
| 10-R-0050 Drawings Pkg 2.pdf | ||
| 10-R-0050 Drawings Pkg 1.pdf | ||
| 10-R-0050 Drawings Pkg 8.pdf |
Show all 11
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
C-16
40’10’
SCALE:1"=20’
0 20’
L E
V E
E
C R
O S
S S
E C
T
IO
N S
(1 O
F
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 fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
X
S e c t io n s .d g n
D A
T E
T
IM
E
:3
:4
A M
New Orleans District
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
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
C -1
X -S e c ti o n s .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
1+50
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2+00
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
2+50
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
3+00
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
3+50
-5
-10
-15
-20
-25
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
REQ’D. CRUSCHED STONE RAMP
REQ’D. COMPACTED FILL 95%
LEGEND:
C-17
L E
V E
E
C R
O S
S S
E C
T
IO
N S
(2 O
F
40’10’
SCALE:1"=20’
0 20’
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 fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
X
S e c t io n s .d g n
D A
T E
T
IM
E
:3
:5
New Orleans District
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
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
C -1
X -S e c ti o n s .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
4+00
-5
-10
-15
-20
-25
5+30
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
6+00
-5
-10
-15
-20
-25
EL. 13.8
EL. 13.8
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
4+70
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
4+99
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
-5
-10
-15
-20
-25
EL. 13.8
FLOOD SIDE PROTECTED SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
FLOOD SIDE PROTECTED SIDE
TIP EL. (-)15.9
C/L EXIST. STEEL SHEET PILE I-WALL
REQ’D. SLOPE PAVEMENT
REQ’D. SLOPE PAVEMENT
PROTECTION
REQ’D. SCOUR
PROTECTION
REQ’D. SCOUR
EL. 6.0
EL. 6.0
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. BRACED
(TIP EL. -41.20)
REQ’D. SHEET PILE
H-PILE BRACING
SHEET PILE I-WALL
REQ’D. BRACED
REQ’D. SHEET PILE
REQ’D. CRUSCHED STONE ROAD
REQ’D. CONCRETE SCOUR PROTECTION
REQ’D. CUT
C-18
SCALE:1"=20’
0 20’
L E
V E
E
C R
O S
S S
E C
T
IO
N S
(3 O
F
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 fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
X
S e c t io n s .d g n
D A
T E
T
IM
E
:3
New Orleans District
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
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
C -1
X -S e c ti o n s .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
6+50
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
7+00
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
7+50
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
8+00
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
8+50
-5
-10
-15
-20
-25
EL. 13.8
EL. 13.8
EL. 13.8
EL. 13.8
EL. 13.8
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
EL. 10.8
TIP EL. (-)15.9
EL. 6.0
TIP EL. (-)15.9
EL. 10.8
EL. 6.0
EL. 6.0
EL. 6.0
EL. 6.0
EL. 10.8
TIP EL. (-)15.9
EL. 10.8
TIP EL. (-)15.9
EL. 10.8
TIP EL. (-)15.9
EXIST. STEEL SHEET PILE
EXIST. STEEL SHEET PILE
EXIST. CONC. I-WALL
EXIST. CONC. I-WALL
EXIST. CONC. I-WALL
EXIST. CONC. I-WALL
EXIST. CONC. I-WALL
(TO BE REMOVED)
EXIST. STEEL SHEET PILE
PROTECTION
REQ’D. SCOUR
PROTECTION
REQ’D. SCOUR
EXIST. STEEL SHEET PILE
PROTECTION
REQ’D. SCOUR
PROTECTION
REQ’D. SCOUR
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. CRUSCHED STONE ROAD
REQ’D. CONCRETE SCOUR PROTECTION
REQ’D. CUT / DEMOLITION
C-19
SCALE:1"=20’
0 20’
L E
V E
E
C R
O S
S S
E C
T
IO
N S
(4 O
F
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 fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
X
S e c t io n s .d g n
D A
T E
T
IM
E
:3
New Orleans District
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
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
C -1
X -S e c ti o n s .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
9+00
-5
-10
-15
-20
-25
9+34
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
10+00
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
10+50
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
11+00
-5
-10
-15
-20
-25
EL. 13.8
EL. 13.8
EL. 13.8
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
-5
-10
-15
-20
-25
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
EL. 6.0
EL. 6.0
TIP EL. (-)15.9
EL. 10.8
TIP EL. (-)15.9
TIP EL. (-)15.9
EL. 10.8
EL. 10.8
EL. 10.8
TIP EL. (-)15.9
EL. 6.0
EL. 13.8
EL. 6.0
EL. 10.8
TIP EL. (-)15.9
EL. 13.8
EXIST. STEEL SHEET PILE
EXIST. CONC. I-WALL
EXIST. CONC. I-WALL
EXIST. CONC. I-WALL
EXIST. CONC. I-WALL
EXIST. CONC. I-WALL
EXIST. STEEL SHEET PILE
EXIST. PIPE SUPPORT (TYP.)
EXIST. PUMP STATION
EXIST. STEEL SHEET PILE
EXIST. STEEL SHEET PILE
EXIST. STEEL SHEET PILE
PROTECTION
REQ’D. SCOUR
PROTECTION
REQ’D. SCOUR
PROTECTION
REQ’D. SCOUR
EL. 6.0
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. BRACED
H-PILE BRACING
H-PILE BRACING
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. BRACED
H-PILE BRACING
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. BRACED
H-PILE BRACING
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. BRACED
REQ’D. CRUSCHED STONE ROAD
REQ’D. CONCRETE SCOUR PROTECTION
REQ’D. CUT / DEMOLITION
REQ’D. COMPACTED FILL 95%
LEGEND:
DISCHARGE PIPE
EXIST. 48"
C-20
SCALE:1"=20’
0 20’
L E
V E
E
C R
O S
S S
E C
T
IO
N S
(5 O
F
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 fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
X
S e c t io n s .d g n
D A
T E
T
IM
E
:3
New Orleans District
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
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
C -2
X -S e c ti o n s .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
11+50
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
12+00
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
12+50
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
13+00
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
13+50
-5
-10
-15
-20
-25
EL. 13.8
EL. 13.8
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
EL. 10.8
EL. 6.0
TIP EL. (-)15.9
EL. 10.8
EL. 6.0
TIP EL. (-)15.9
EL. 10.8
EL. 6.0
TIP EL. (-)15.9
EL. 13.8
EL. 10.8
EL. 6.0
TIP EL. (-)15.9
EL. 13.8
EL. 10.8
EL. 13.8
EL. 6.0
TIP EL. (-)15.9
EXIST. CONC. I-WALL
EXIST. CONC. I-WALL
EXIST. CONC. I-WALL
EXIST. CONC. I-WALL
EXIST. CONC. I-WALL
EXIST. STEEL SHEET PILE
EXIST. STEEL SHEET PILE
EXIST. STEEL SHEET PILE
EXIST. STEEL SHEET PILE
EXIST. STEEL SHEET PILE
PROTECTION
REQ’D. SCOUR
PROTECTION
REQ’D. SCOUR
PROTECTION
REQ’D. SCOUR
PROTECTION
REQ’D. SCOUR
PROTECTION
REQ’D. SCOUR
H-PILE BRACING
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. BRACED
H-PILE BRACING
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. BRACED
H-PILE BRACING
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. BRACED
H-PILE BRACING
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. BRACED
H-PILE BRACING
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. BRACED
REQ’D. CONCRETE SCOUR PROTECTION
REQ’D. CUT / DEMOLITION
C-21
SCALE:1"=20’
0 20’
L E
V E
E
C R
O S
S S
E C
T
IO
N S
(6 O
F
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 fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
C
X
S e c t io n s .d g n
D A
T E
T
IM
E
:3
New Orleans District
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
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
C -2
X -S e c ti o n s .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
14+00
-5
-10
-15
-20
-25
14+33
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
15+50
-5
-10
-15
-20
-25
EL. 13.8
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
14+95
-5
-10
-15
-20
-25
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
-5
-10
-15
-20
-25
EL. 13.8
-5
-10
-15
-20
-25
0 25 50 75 100 125 150 175 200-25-50-75-100-125-150-175-200
-5
-10
-15
-20
-25
14+65
EL. 13.8
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
PROTECTED SIDEFLOOD SIDE
EL. 6.0
EL. 6.0
TIP EL. (-)15.9
C/L EXIST. STEEL SHEET PILE I-WALL
REQ’D. SLOPE PAVEMENT
REQ’D. SLOPE PAVEMENT
PROTECTION
REQ’D. SCOUR
PROTECTION
REQ’D. SCOUR
(TIP EL. -41.20)
REQ’D. SHEET PILE
H-PILE BRACING
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. BRACED
H-PILE BRACING
(TIP EL. -41.20)
SHEET PILE I-WALL
REQ’D. BRACED
TIP EL. (-)15.9
C/L EXIST. STEEL SHEET PILE I-WALL
C/L EXIST. STEEL SHEET PILE I-WALL
TIP EL. (-)15.9
(TIP EL. -41.20)
REQ’D. SHEET PILE
REQ’D. CONCRETE SCOUR PROTECTION
REQ’D. CUT
S-01
P A
R T
IA
L P
L A
N
A N
D S
E C
T
IO
N
S H
E E
T P
IL
E B
R A
C
IN
G
2’0 4’ 8’
SCALE:1/4"=1’
0 1’ 2’ 3’
SCALE:3/4"=1’
0 1’ 2’ 4’
SCALE:1/2"=1’-0"
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 fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
S
K ic k e r il e s .d g n
D A
T E
T
IM
E
:3
New Orleans District
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
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
S -0
K ic k e r P il e s .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
PROTECTED SIDEFLOOD SIDE
(TYP.)
EL. 9.80
EL. 13.80
TYP., EACH SHEET PILE
1’-0"
5’-6"
3’-6"1’-0"
EL. 6.00
SEE DWG. C-08
SCOUR PROTECTION,
@ C/L OF HP14x49
"x6" F.B. STIFFNER4
(T
Y P
TYP.
C/L REQ’D. STEEL SHEET PILE
TIP EL. (-)105.80
PILE x 115’ (75 REQ’D.)
HP14x89 STEEL
TIP EL. (-)115.50
PILE x 132’ (75 REQ’D.)
HP14x89 STEEL
FLOOD SIDE
EL. 9.80
EL. 13.80
EL. 6.00
SEE DWG. C-08
SCOUR PROTECTION,
STEEL SHEET PILE
REQ’D. PZC18
(T
Y P
TYP.
C/L REQ’D. STEEL SHEET PILE
"=1’-0"4
3SCALE:
SECTION
B
PILE CORRUGATION
FACE OF SHEET
PROTECTED SIDE
STIFFENER
" EXTENDED4
" STIFFNER (TYP.)4
PILE BRACES (TYP.)
CENTERED ON
" STIFFNERS, 4
FIT WITH PL’S.)
W18x130 (SHIM TO
TYP.
TYP.
W18x65
(SHIM TO FIT WITH PL’S.)
W18x65 or W18x130
PILE
STEEL SHEET
REQ’D. PZC18
SIDE
PROTECTED
" X 18" X 18" (TYP.)4
FACE PLATE
PL’S (TYP.)
" STIFF.4
"=1’-0"4
3SCALE:
SECTION
A
(N.S. & F.S.)
END PL ONLY
"2
1"
.1
BACKFILL
COMPACTED
BACKFILL
COMPACTED
TYP.
W18 TO PZC18
TYP.
W18 TO PZC18
*W18x65
*HP14x89
*HP
x8
H P x
HP14x89**
ADJUST HP14x89 HORIZONTAL BEAM TO MINIMIZE GAP BETWEEN SHEET PILE & W18 TO REDUCE OR ELIMINATE SHIMMING.
INDICATES ADDITIONAL BRACING AT DISCHARGE PIPES (4 LOCATIONS ONLY)
"=1’-0"4
1SCALE:
PARTIAL PLAN - BRACING AT DISCHARGE PIPES
W18x65 W18x65
1’-6"
EQ.EQ. EQ. EQ.
H P x
H P x
H P x
H P x
A
1’-6"1’-6"
W18x65 W18x65
PZC18 SHEET PILE
3’-0" "4 325’-11 3’-0"
HOLE @ MID POINT OF BEAM WEB.
CLEAN HOLE OF ROUGH EDGES OR
BURN SLAG & TOUCH UP WITH PAINT
PER SPECIFICATIONS (TYP.)
P
IP
E
D
IS
C H
A R
G E
C /L
P
IP
E
D
IS
C H
A R
G E
C /L
P
IP
E
D
IS
C H
A R
G E
C /L
1’-6"
B
1N O
T E
S E
E
1N O
T E
S E
E
N O
T E
S E
E
SEE NOTE 1
S E
E N
O T
E
S T
A .7
S E
E N
O T
E
S T
A .7
S E
E N
O T
E
S T
A .8
S E
E N
O T
E
S T
A .8
BOX (TYP.)
EXIST. VALVE
(LOW)
W18x130
(HIGH)
W18x65
3’-0" 3’-0"
ADDITIONAL BRACING TO BE INSTALLED AT THIS LOCATION (4 TOTAL).2.
EDGE OF STIFFENER INTERFACES WITH PROTECTED SIDE FACE OF SHEET PILE CORRUGATIONS.
3THREE EXTENDED 1.
NOTES:
D
IS
C H
A R
G E P
IP
E S
S L
O P
E P
A V
E M
E N
T U
N D
E R
PROTECTED SIDE
SIDE
FLOOD
W18x130 W18x65
W18x130 W18x65
PLAN
ELEVATION (SHEETING NOT SHOWN)
W18 TO PZC18
SCALE: 1/2"=1’-0"
DETAIL - W18 SPLICE
PZC18 SHEET PILE
3 (T Y
P
WEB
WEB ELEVATION
SECTION THRU WEB
SCALE: 1/2" = 1’-0"
HP PILE SPLICE
PLATES
C/L SPLICE
REMAINING EDGES (TYP)
1’’ RETURN, SEAL WELD
1/3L (MAX.)
L = PILE LENGTH
PILE CUT-OFFPILE TIP
PILE CUT-OFFPILE TIP
PLATES AS REQUIRED.
FOR FLUSH FIT OF OVERLAPPING SPLICE
GROOVE WELDS SHALL BE GROUND SMOOTH
BEFORE THE GROOVE WELDS ARE MADE.
THE FOUR FLANGE PLATES SHALL BE IN PLACE
NOTE:
(ONE SIDE ONLY)
x 9 x 0’-9’’8
3PL
x 0’-9’’ (BOTH FLANGES)2 1 x 38
3PL
x 0’-9’’2 1 x 38
3PL
x 9 x 0’-9’’ (ONE SIDE ONLY)8
3PL
x 0’-9’’2 1 x 38
3PL
A
W18x65
H P x
H P x
H P x
13’-6" (TYP. - U.N.O.) 13’-6" (TYP. - U.N.O.)
BRACING LOCATION TABLE
SEE DWG. C-02 FOR SHEET PILE
BRACING LOCATION TABLE
SEE DWG. C-02 FOR SHEET PILE
EQ. EQ. EQ. EQ.
"=1’-0"4
1SCALE:
PARTIAL PLAN - SHEET PILE BRACE SPACING
PILE
SHEET
PZC18
OF BEAM WEB. CLEAN HOLE OF ROUGH EDGES OR BURN
SLAG & TOUCH UP WITH PAINT PER SPECIFICATIONS (TYP.)
SIM.
PROTECTED SIDE
SIDE
FLOOD
S-02
E X
IS
T
IN
G 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
0 10’ 20’
SCALE: 1"= 10’
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 fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
S
P la n r o f
G
P S .d g n
D A
T E
T
IM
E
:3
New Orleans District
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
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
S -0
P la n P ro fi le G
M P
S .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
DISCHARGE TUBE
C/L EXIST. 48"
DISCHARGE TUBE
C/L EXIST. 48"
DISCHARGE TUBE
C/L EXIST. 30"
SCALE: 1"=10’-0"
PLAN OF GOLDEN MEADOW PUMPING STATION
SUPPORT BENT (3 REQ’D.)
REQ’D. TYPE 1 CONC. PIPE
SUPPORT BENT (1 REQ’D.)
REQ’D. TYPE 2 CONC. PIPE
S-05 FOR ENLARGED PLAN)
VALVE PLATFORM (SEE DWG.
(TYP. 3 PLACES)
CONC. PILE TO REMAIN
EXIST. CONC. BENT AND
B E
N T
B E
N T
B E
N T
B E
N T
TYPICAL H-PILE BRACING
WALL TIP EL. -41.2
REQ’D. PZC-18 SHEET PILE
H-PILE BRACING
H-PILE BRACING
DISCHARGE TUBE
C/L EXIST. 48"
SCALE: 1"=10’-0"
ELEVATION PROFILE OF GOLDEN MEADOW PUMPING STATION
AUTHORIZED EL. +13.80
CONC. PILE TO BE REMOVED
EXIST. CONC. BENT AND
EL. +10.8
3’-5" 6’-10" 4’-0"
PROTECTED SIDE FLOODSIDE
3’-0" 18’-3"
3’-0"3’-0"
4’-0"
WALL TIP EL. -41.2
REQ’D. PZC-18 SHEET PILE
SEE DWG. C-09 FOR ADDITIONAL INFORMATION
NOTE:
SUPPORT BENT (1 REQ’D.)
REQ’D. TYPE 2 CONC. PIPE
C/L EXIST. I-WALL
INV. EL. -4.13
EL. +8.13
TOP OF PIPE
WALL; TIP EL. -15.9
EXIST. PZ-22 SHEET PILE
(TYP. 3 PLACES)
CONC. PILE TO REMAIN
EXIST. CONC. BENT AND
C/L VALVE
B E
N T
B E
N T
B E
N T
B E
N T
H-PILE BRACING (BEYOND)
EXIST. CONC. CAP TO BE REMOVED
REQ’D. TYPE 1 CONC. PIPE SUPPORT BENT (3 REQ’D.)
REQ’D. GRADE LINE; SEE CIVIL DRAWINGS
REQ’D. FRAMED SHEET PILE PENETRATION; SEE SHEET S-07
REQ’D. FLANGED PIPE SPOOL PIECE (INTERGRAL WITH SHEET PILE PENETRATION)
REMOTE
LOCAL
S
T
O
P
(YES)
CLOSE
OPEN
(NO)
Limitorque
S-03
0 1’ 2’ 3’
SCALE:3/4"=1’
T Y
P E P
IP
E S
U P
P O
R T B
E N
T
P L
A N A
N D D
E T
A
IL
S
STRAPS AS PER ASTM A780.
GALVANIZED SURFACES ON NEW HOLD DOWN
AFTER FABRICATION. REPAIR ALL DAMAGED
SHALL BE HOT DIPPED GALVANIZED TO ASTM A 123
ALL MATERIAL FOR NEW PIPE HOLD DOWN STRAPS
NOTE:
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 fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
S
P
B n t s .d g n
D A
T E
T
IM
E
:3
New Orleans District
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
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
S -0
P il e B e n ts .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
C/L EXIST. 48"I.D.x0.375 W.T. PIPE C/L EXIST. 48"I.D.x0.375 W.T. PIPEC/L EXIST. 30"I.D.x0.375 W.T. PIPE
(T Y
P
3"
2’-0"
1’-0" 1’-6" "=1’-9"4 14@5
6’-9"
1’-6"
"2 12’-7
1’-2"
"2 12’-7 6’-9" 2’-0"
"2 15’-4
"2 111’-4
22’-9"
STRAP (TYP.)
HOLD DOWN
"2 111’-4
"2 15’-4
#4 TIE SPACING
2’-0"
1’-0" 1’-0"
(TYP.)
CLR."2
3-#6 TOP (TYP.)
#4 TIES (TYP.)
3-#8 BOTT. (CONT.)
3-#8 BOTT. (CONT.)
#4 TIES
3-#6 TOP (TYP.)
"=1’-0"4
3SCALE:
ELEVATION - PIPE SUPPORT BENT
2’-3""2 13’-1 2’-3" 1’-6" 1’-6" 2’-3" 2’-3" 2’-3" "2
13’-1
22’-9"
"=1’-0"4
3SCALE:
PLAN - PIPE SUPPORT BENT
"=1’-0"4
3SCALE:
END VIEW - PIPE SUPPORT BENT
C/L EXIST. 48"I.D.x0.375 W.T. PIPE C/L EXIST. 30"I.D.x0.375 W.T. PIPE C/L EXIST. 48"I.D.x0.375 W.T. PIPE
(TYP. 6 PLACES)2
1PL.
"4 110 "4
110 "4 110 "4
111 "4 37 "4
CONC. PILE (TYP.)
14" PRECAST, PRESTRESSED
3"1’-0"1’-6""4 110"4
110"=1’-9"4 14@5"4
110"4 1111’-6""4
37"4
BENTS 1, 2, & 3
BENTS 1, 2, & 3
6, & 10
PILES 2,
7, & 11
PILES 3,
8, & 12
PILES 4,
PIPE (TYP. EA. PIPE)
30# FELT UNDER
(2) LAYERS OF
(T
Y P
(T
Y P
2’-3" (T
Y P
5, & 9
PILES 1,
5" (TYP.)
PILE INSTALLATION
DRIVING HEAD AFTER
PILE - BREAK OUT
CAST IN CONC.
4-#8 BARS (TYP.)
TO 2’-1" I.R. (TYP 2 PLACES)
"x3" FLAT BAR ROLLED2
TO 1’-4" I.R.
" x3" FLAT BAR ROLLED2
EMB. (TYP. 6 PLACES)
APPROVED EQUAL) W/ 6" MIN.
BY SIMPSON STRONG-TIE OR
(STRONG-BOLT WEDGE ANCHORS
" S.S. EXP. ANCHORS4
3(2) x5x0’-10" W/2
1BASE PL.
S-04
0 1’ 2’ 3’
SCALE:3/4"=1’
T Y
P E P
IP
E S
U P
P O
R T B
E N
T
P L
A N A
N D D
E T
A
IL
S
AS PER ASTM A780.
GALVANIZED SURFACES ON NEW HOLD DOWN STRAPS
AFTER FABRICATION. REPAIR ALL DAMAGED
SHALL BE HOT DIPPED GALVANIZED TO ASTM A 123
ALL MATERIAL FOR NEW PIPE HOLD DOWN STRAPS
NOTE:
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 fiof Engineers
US Army Corps
A N
S I
D of Engineers
US Army Corps
:1
F
IL
E d m
S
P
B n t s .d g n
D A
T E
T
IM
E
:3
New Orleans District
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
M E
T A
IR
IE
L
A
T
H S
T S
U
IT
E
A N
D A
R C
H
IT
E C
T S
C O
N S
U L T
IN
G E
N G
IN
E E
R S
L
IN
F
IE
L D
H U
N T
E R
J
U N
IU
S
/1
/2
/1
/2
H -4 -4
-7 d -m
S -0
P il e B e n ts .d g n
S .M .L
K .L .L
A .D .S
A .F .G
L A
F O
U R
C H
E P
A R
IS
H L
O U
IS
IA
N A
L A
R O
S E T
O G
O L
D E
N M
E A
D O
W
H U
R R
IC
A N
E R
IS
K R
E D
U C
T
IO
N P
R O J E
C T
P H
A S
E R
E P
A
IR
S A
T G
O L
D E
N M
E A
D O
W P
U M
P
IN
G S
T A
T
IO
N
C/L EXIST. 48"I.D.x0.375 W.T. PIPE C/L EXIST. 48"I.D.x0.375 W.T. PIPEC/L EXIST. 30"I.D.x0.375 W.T. PIPE
(T Y
P
3"
2’-0"
1’-0" 1’-6" "=1’-9"4 14@5
8’-0"
1’-6"
3’-9"
1’-2"
3’-9" 8’-0" 2’-0"
5’-6"
13’-9"
27’-6"
STRAP (TYP.)
HOLD DOWN
13’-9"
5’-6"
#4 TIE SPACING
3-#6 TOP (TYP.)
#4 TIES (TYP.)
3-#8 BOTT. (CONT.)
5’-6" 1’-6" 1’-6" 5’-6"
27’-6"
C/L EXIST. 30"I.D.x0.375 W.T. PIPE
(TYP. 6 PLACES)2
1PL.
"2 110 8"
CONC. PILE (TYP.)
14" PRECAST, PRESTRESSED
3"1’-0"1’-6""=1’-9"4 14@51’-6"
"=1’-0"4
3SCALE:
ELEVATION - TYPE 2 PIPE SUPPORT BENT
"=1’-0"4
3SCALE:
PLAN - TYPE 2 PIPE SUPPORT BENT
11" 11" "=2’-11"16 113@11 "2
110 "2 110 "2
110 "=2’-11"16 113@11 11" 11"8"
"=1’-0"4
3SCALE:
SUPPORT BENT
END VIEW - PIPE
0.375 W.T. P
IPEC/L EXIST. 48"I.
D.x
2’-3"
2’-3"
" (T Y
P
" (T
Y P
(T
Y P
(T
Y P
2’-3"
2’-3"
(T
Y P
(T
Y P
0.375 W.T. PIPE
C/L EXIST. 48"I.D.x
2’-0"
1’-0" 1’-0"
3-#6 TOP (TYP.)
(TYP.)
CLR."2
#4 TIES
(CONT.)
3-#8 BOTT.
PILE 13 PILE 14 PILE 15 PILE 16
BENT 4
BENT 4
PIPE (TYP. EA. PIPE)
30# FELT UNDER
(2) LAYERS OF
5" (TYP.)
(T
Y P
INSTALLATION
AFTER PILE
DRIVING HEAD
PILE - BREAK OUT
CAST IN CONC.
4-#8 BARS (TYP.)
TO 2’-1" I.R. (TYP 2 PLACES)
"x3" FLAT BAR ROLLED2
TO 1’-4" I.R.
"x3" FLAT BAR ROLLED2
EMB. (TYP. 6 PLACES)
APPROVED EQUAL) W/ 6" MIN.
BY SIMPSON STRONG-TIE OR
(STRONG-BOLT WEDGE ANCHORS
" S.S. EXP. ANCHORS4
3(2) x5x0’-10" W/2
1BASE PL.
File details come from the government source that posted it. Updated .