W912P824B0035-Advertised Plans_24 July 2024_Set 2 of 2.pdf
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- Attached to
- West Jefferson Levee District, Harvey Lock Forebay Floodwall, Jefferson Parish, Louisiana
- Solicitation number
- W912P824B0035
About this file
This document is a solicitation for the West Jefferson Levee District, Harvey Lock Forebay Floodwall project in Jefferson Parish, Louisiana, with Solicitation Number W912P824B0035. The procurement is set aside for 100% Historically Underutilized Business Zone (HUBZone) Small Businesses. The work consists of raising the current elevation of the levee with a pile-founded concrete T-wall, as well as related site work such as clearing, grading, paving, fencing, and landscaping. The estimated construction value is between $1,000,000 and $5,000,000. Bids are due by 10:00 AM local time on August 23, 2024, and the bid opening is scheduled for 1:00 PM the same day. The contract will be a single Firm Fixed Price (FFP) contract awarded by the Department of the Army Corps of Engineers, Engineering District New Orleans.
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1'-0" 1'-0"STABILITY SLAB
EXCAVATION
EXCAVATION
FLOODWALL
EDGE OF ROAD
MATCH EXISTING ROAD ELEVATION
REMOVE ASPHALT TO HIGHWAY CENTERLINE.
REINFORCEMENT
2" WEARING COURSE
SEE REINFORCEMENT DETAIL, BELOW.
8" UNIFORM CONCRETE PAVEMENT.
11'-0"
10'-6"
3"
3"
PAVEMENT
EDGE OF C/L
WIRES @ 6" CTRS.
3-NO. 00 GAUGE
WIRES @ 6" CTRS.
3-NO. 00 GAUGE
WIRES @ 6" CTRS.
NO. 5 GAUGE
WIRES @ 1-0" CTRS.
NO. 5 GAUGE
FLOOD SIDE LAND SIDE
EL. VARIES
NEW ASPHALT EXISTING ASPHALT
SLOPE (2%)
NEW ASPHALT TYPICAL SECTION FOR SHOULDER
SCALE: 3/4" = 1'-0"
LEGEND:
6. COMPACTED SUBGRADE
5. 6" STONE
4. PRIME COAT
3. 2-1/2" BINDER COURSE
2. TACK COAT
1. 2" WEARING COURSE
3 4
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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SHEET ID
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US Army Corps
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C-505
H
C -5
.d g n
T-WALL EXCAVATION AND NEW ASPHALT TYPICAL SECTION
SCALE: 3/4" = 1'
NOTES:
SQ. FT. OF PAVEMENT=44 POUNDS
PAVEMENT. WEIGHT OF FABRIC REQUIRED TO REINFORCE 100
3. FABRIC IS TO BE PLACED 2" BELOW FINISHED SURFACE OF
REPLACED TO MATCH EXISTING.
2. ALL MARKINGS REMOVED DUE TO EXCAVATION WILL BE
AS BACKFILL OR AS SPECIFIED IN SECTION 31 24 00.00 12.
1. MATERIAL EXCAVATED FROM THE TOE TRENCH SHALL BE USED
J3
D1
REINFORCEMENT DETAIL- PARTIAL PLAN
A12
SCALE: 3/4" = 1'-0"
TRANSVERSE, EXPANSION OR CONSTRUCTION JOINT
18" PIPE PILE (TYP.)
C/L REQ'D. PZ-22 SHEETPILE
WALL LINE
C/L REQ'D. PZ-22 SHEETPILE
WALL LINE18" PIPE PILE (TYP.)
2'-6"
2'-6"
'-0
'-9
38'-9 1/8 "
2'-6"
1'-6"
6 EQUAL SPACES @ 5'-7 1/2" = 33'-9 1/8"
7'-2 7/8
38'-7 1/4 "
2'-6
6 SPACES @ 5'-7" = 33'-6"
161.87
/4
'-1
/4
163.45
PROJECTS
FOR TIE INTO FUTURE
EXPOSED SHEETPILE
#7 @ 9" E.F.
SEE NOTES
H
S -4
.d g n
T -W
A L
L P
L A
N S
S-401
M O
N O
L
IT
H M
-1
M -2
NOTES:
MONOLITH M-2:
PILES #13-16 ARE BATTERED 1H:3V
PILE #2 IS VERTICAL
PILE #1 IS BATTERED1H:4V
OTHERWISE SPECIFIED.
2. ALL PILES BATTERED AT 1H:3V UNLESS
ON ALL PILES.
1. TENSION CONNECTORS TO BE INSTALLED
LEGEND:
BATTERED PILE
VERTICAL PILE
SHEET PILE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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M A
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IP
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N D
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SHEET ID
®of Engineers
US Army Corps
N E
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Y F
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B E
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IA
N A
S-402
S-402
S-401
S-401SCALE: 1/2" = 1'-0"
FLOOD SIDE
LAND SIDE
5 6
8 9 11 12 13
MONOLITH M1 - PLAN
1 2 4
" = 1'-0"8
SCALE:
FLOOD SIDE
LAND SIDE
5 6
13 14
MONOLITH M2 - PLAN
A3
G13
10'-10 3/8 "
H17
(TYP. FOR STEM)
3" CLR.
EL. 25.5
EL. 21.0
EL. 18.0
SCALE: 1/2" = 1'-0"
SECTION
H2
A1
H17
3'-9"1'-0"4'-9"
S
T A
B S
L A
B
E M
B E
D
T Y
P
3'-9"1'-0"4'-9"
S
T A
B S
L A
B
E M
B E
D
T Y
P
30'-0"
2'-6"5 SPACES @ 5' = 25'-0"2'-6"
C/L REQ'D. PZ-22 SHEETPILE
WALL LINE18" PIPE PILE (TYP.)
/8
3'-9"1'-0"4'-9"
S
T A
B S
L A
B
E M
B E
D
T Y
P
3'-9"1'-0"4'-9"
S
T A
B S
L A
B
E M
B E
D
T Y
P
2'-6" 2'-6"
2'-3"2'-3"
2'-6" 2'-6"
2'-3"
2'-6"
2'-3"
2'-6" 2'-6"
2'-3"
/8
10.7447°
(TYP.)
18" PIPE PILE
H
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S-402
M O
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H S
M -1
M
-2
M -3
M
3. TENSION CONNECTORS TO BE INSTALLED ON ALL PILES.
2. SEE SHEET S-405 FOR REINFORCEMENT DETAILS.
STEM WALL SHALL SLOP 1/4"/FT. UPWARDS TOWARDS PROTECTED SIDE.
1. ALL TOP OF STEM ELEVATIONS SHALL BE FROM THE FLOOD SIDE OF WALL. TOP OF
NOTES:
LEGEND:
BATTERED PILE
VERTICAL PILE
SHEET PILE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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E D
B Y
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K E
D B
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D R
A W
N B
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D E
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IG
N E
D B
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C O
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C T
N O
S O
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IC
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A
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N N
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U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
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N D
A T
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SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
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T U
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R M
Y C
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P S
O F
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G
IN
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R S
R E
A D
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A D
V E
R T
IS
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M E
N T
W E
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J E
F F
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S O
N L
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D
IS
T R
IC
T
H A
R V
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L O
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F O
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B A
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L O
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W A
L L
F
IL
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A M
E
F
IL
E N
U M
B E
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Z X
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X X
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X X
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N E
A N
S I
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ID
A
B E
T A
N C
E S
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D J M
/S D
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G A
A
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A M
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A R
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IS
IA
N A
S-401
S-401
S-402
S-402S-402 S-403
EL. 19.5
EL. 16.5
SECTION - M4
SCALE: 1/2" = 1'-0"
LAND SIDE
EL. VARIES
FLOOD SIDE
TIP EL. -70.0 (TYP.)
EL. VARIESEXISTING GROUND
EL. 17.25
EL. 20.5
EL. 17.5
SECTION - M2
SCALE: 1/2" = 1'-0"
" = 1'-0"8
SCALE:
FLOOD SIDE
LAND SIDE
7 8 9 12
EL. 25.5
MONOLITH M3 - PLAN
TIP EL. -70.0 (TYP.)
1 2 3
EL. VARIESEXISTING GROUND
EL. 19.5
EL. 16.5
SECTION - M3
SCALE: 1/2" = 1'-0"
TIP EL. -21.0
TIP EL. -70.0 (TYP.)
EL. VARIESEXISTING GROUND
EL. 17.25
EL. 21.0
EL. 18.0
SECTION - M1G13
SCALE: 1/2" = 1'-0"
TIP EL. -21.0
(TYP.)
PILE
SHEET
PZ-22
EL. 25.5
TIP EL. -70.0 (TYP.)
EL. VARIESEXISTING GROUND
EL. 18.75
A3
PILE
SHEET
PZ-22
2'-3"
TIP EL. -21.0
PILE
SHEET
PZ-22
2'-3"
A9
TIP EL. -21.0
PILE
SHEET
PZ-22
EL. 18.25
2'-3"
EL. 25.5
2'-6"
TYP
LAND SIDE FLOOD SIDELAND SIDE FLOOD SIDE
LAND SIDE FLOOD SIDE
G1
A9A9 A15
38'-0"
2'-6"6 SPACES @ 5'-6" = 33'-0"2'-6"
C/L REQ'D. PZ-22 SHEETPILE
WALL LINE18" PIPE PILE (TYP.)
/8
/8
32'-0"
2'-6"4 SPACES @ 6.75' = 27'-0"2'-6"
C/L REQ'D. PZ-22 SHEETPILE
WALL LINE18" PIPE PILE (TYP.)
/8
/8
3'-9"1'-0"4'-9"
S
T A
B S
L A
B
E M
B E
D
T Y
P
2'-6"
2'-3"
H
S -4
.d g n
T -W
A L
L P
L A
N S
S
E C
T
IO
N S
S-403
M O
N O
L
IT
H M
-4
M -5
3. TENSION CONNECTORS TO BE INSTALLED ON ALL PILES.
2. SEE SHEET S-405 FOR REINFORCEMENT DETAILS.
STEM WALL SHALL SLOP 1/4"/FT. UPWARDS TOWARDS PROTECTED SIDE.
1. ALL TOP OF STEM ELEVATIONS SHALL BE FROM THE FLOOD SIDE OF WALL. TOP OF
NOTES:
LEGEND:
BATTERED PILE
VERTICAL PILE
SHEET PILE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
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N N
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S
U E
D A
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S I Z
E
M A
R K
D E
S C
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N D
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SHEET ID
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US Army Corps
N E
W O
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L A
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F O
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B A
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S-405S-403
S-403
S-403
" = 1'-0"8
SCALE:
FLOOD SIDE
LAND SIDE
5 6
8 9 10 13 14
MONOLITH M4 - PLAN
1 2 3
A15
SCALE: 1/2" = 1'-0"
FLOOD SIDE
LAND SIDE
4 5
6 7 8 9 10
MONOLITH M-5 - PLAN
1 2 3
B14 B14
EL. 19.5
EL. 16.5
SECTION - M5
SCALE: 1/2" = 1'-0"
LAND SIDE EL. 24.0
FLOOD SIDE
TIP EL. -70.0 (TYP.)
EL. VARIESEXISTING GROUND
EL. 17.25
TIP EL. -21.0
PILE
SHEET
PZ-22
2'-3"
2'-6"
S-402
H1
B1 B14
40'-0"
2'-6"5 SPACES @ 7' = 35'-0"2'-6"
C/L REQ'D. PZ-22 SHEETPILE
WALL LINE18" PIPE PILE (TYP.)
/8
/8
40'-0"
2'-6"5 SPACES @ 7' = 35'-0"2'-6"
C/L REQ'D. PZ-22 SHEETPILE
WALL LINE18" PIPE PILE (TYP.)
/8
/8
PROJECTS
FOR TIE INTO FUTURE
EXPOSED SHEETPILE
H
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T -W
A L
L P
L A
S
S-404
M O
N O
L
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H M
-6
M -7
5. ALL PILES BATTERED AT 1H:3V UNLESS OTHERWISE SPECIFIED.
3. TENSION CONNECTORS TO BE INSTALLED ON ALL PILES.
2. SEE SHEET S-405 FOR REINFORCEMENT DETAILS.
STEM WALL SHALL SLOP 1/4"/FT. UPWARDS TOWARDS PROTECTED SIDE.
1. ALL TOP OF STEM ELEVATIONS SHALL BE FROM THE FLOOD SIDE OF WALL. TOP OF
NOTES:
LEGEND:
BATTERED PILE
VERTICAL PILE
SHEET PILE
MONOLITH 7:
PILE #12 IS VERTICAL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
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E D
B Y
C H
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K E
D B
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D R
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US Army Corps
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F O
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B A
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L O
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W A
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F
IL
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F
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B E
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W P
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A N
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ID
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A
C R
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IG
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A N
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-4 -4
J E
F F
E R
S O
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A R
IS
H
L
O U
IS
IA
N A
S405 S405
S405 S405
SCALE: 1/2" = 1'-0"
FLOOD SIDE
LAND SIDE
4 5 6
7 8 9 10 11 12
MONOLITH M-6 - PLAN
1 2 3
B1 B14
SCALE: 1/2" = 1'-0"
FLOOD SIDE
LAND SIDE
4 5 6
7 8 9 10 11 12
MONOLITH M7 - PLAN
1 2 3
B8 B14
H1
B1
4'-0"1'-0"4'-6"
S
T A
B S
L A
B
E M
B E
D
T Y
P
2'-6" 2'-6"
2'-3"
#7 @ 9" E.F.
#9 @ 12"
#5 @ 12"
4'-0"1'-0"4'-6"
S
T A
B S
L A
B
E M
B E
D
T Y
P
2'-6" 2'-6"
2'-3"
5'-0"
3"3
5'-0"#7 @ 9"
STEM
SLAB
H
S -4
.d g n
T -W
A L
L S
E C
T
IO
N S
M O
N O
L
IT
H S
M -6
M
-7
S-405
A N
D S
E C
T
IO
N
T Y
P
IC
A L
S T
E M
R E
IN
F
O R
C E
M E
N T
P R
O F
IL
E
NOTES
MISS PILES.
2. BOTTOM MAT OF REINFORCEMENT SHALL BE SPACED TO
NOT EXCEED 2" IN DIAMETER.
1. ALL HOLES CUT IN SHEETPILES FOR REINFORCEMENT SHALL
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
W E
S T
J E
F F
E R
S O
N L
E V
E E
D
IS
T R
IC
T
H A
R V
E Y
L O
C K
F O
R E
B A
Y F
L O
O D
W A
L L
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
Z X
X X
X X
X X
X X
X X
W P
B
J U
N E
A N
S I
D
ID
A
B E
T A
N C
E S
-T O
R R
E S
D J M
/S D
B
G A
A
C R
A
IG
W A
U G
A M
A N
P
.E .H
-4 -4
J E
F F
E R
S O
N P
A R
IS
H
L
O U
IS
IA
N A
S404 S404
S405
S405
EL. 18.5
EL. 15.5
LAND SIDE
TIP EL. -21.0
EL. 24.0
FLOOD SIDE
TIP EL. -70.0 (TYP.)
EL. VARIESEXISTING GROUND
SECTION - M6
SCALE:1/2" = 1'-0"
EL. 16.25
PILE
SHEET
PZ-22
2'-3"
LAND SIDE
TIP EL. -21.0
FLOOD SIDE
TIP EL. -70.0 (TYP.)
TYPICAL T-WALL REINFORCEMENT
SCALE:1/2" = 1'-0"
PILE
SHEET
PZ-22
(TYP. FOR STEM)
(TYP. FOR SLAB)
4" CLR.
3" CLR.
EL. 18.0
EL. 15.0
LAND SIDE
TIP EL. -21.0
EL. 24.0
FLOOD SIDE
TIP EL. -70.0 (TYP.)
EL. VARIESEXISTING GROUND
SECTION - M7
SCALE:1/2" = 1'-0"
EL. 15.75
PILE
SHEET
PZ-22
2'-3"
#7 @ 6" #7 @ 6"
SCALE:1/2" = 1'-0"
TYPICAL T-WALL STEM REINFORCEMENT - ELEVATION
NOTE: TRANSVERSE REBAR NOT SHOWN FOR CLARITH
B1 B8
B14
J3
B14
3"
TAG ABOVE
SEE IDENTIFICATION
10 GAGE C.R.S.
IDENTIFICATION TAG
C MONOLITH JOINT
L
TOP OF T-WALL EL. 25.5 TOP OF T-WALL EL. 25.5
EL. VARIES
1 1/4 "1 1/4 "
2 1/2 "
/2
/8
/4
CAP SCREW C.R.S.
FOR ELEVATIONS
SEE SCHEDULE
END OF MONOLITH
"UP STREAM" (US)
TAG
IDENTIFICATION
END OF MONOLITH
"DOWN STREAM" (DS)
BOLT (TYP.)
REFERENCE
S-501
S E
T T
L E
M E
N T
R E
F E
R E
N C
E M
A R
K E
R D
E T
A
IL
S
NOTE:
DIVISION. ATTENTION OF: CEMVN-ED-S
(COR). THE COR WILL FURNISH THIS DATA TO ENGINEERING
THIS DATA TO THE CONTRACTING OFFICER REPRESENTATIVE
SETTLEMENT REFERENCE MARKERS AND SHALL SUBMIT
THE CONTRACTOR SHALL TAKE FINAL ELEVATIONS OF ALL
H S
-5 .d g n
MARKER SCHEDULE
SETTLEMENT REFERENCE
DSELEV.
MONO.
M1 23
M2
M3
M4
M5
M6
M7
MARKER POSITION
US ELEV.
23 22
21 20
B9
REFERENCE BOLT
SCALE: 6" = 1'-0"
LAND SIDE
SETTLEMENT REFERENCE MARKER - ELEVATION TYP.
SCALE: 1" = 1'-0"
DOWN-STREAM UP-STREAM
LAND SIDE
F1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
W E
S T
J E
F F
E R
S O
N L
E V
E E
D
IS
T R
IC
T
H A
R V
E Y
L O
C K
F O
R E
B A
Y F
L O
O D
W A
L L
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
Z X
X X
X X
X X
X X
X X
W P
B
J U
N E
A N
S I
D
ID
A
B E
T A
N C
E S
-T O
R R
E S
D J M
/S D
B
G A
A
C R
A
IG
W A
U G
A M
A N
P
.E .H
-4 -4
J E
F F
E R
S O
N P
A R
IS
H
L
O U
IS
IA
N A
F9
IDENTIFICATION TAG
SCALE: N.T.S.
10 GAGE C.R.S.
M-3
DESIGNATION
MONOLITH
SLAB
BASE
TOP OF
LENGTH
MONOLITH
H : V
BATTER
PILE
ELEV.
TIP
SLAB
BASE
BOTT. OF
ELEV.
CUTOFF
LENGTH
PILE
GENERAL MONOLITH LOCATION PILE FOUNDATION DATA
MONOLITH
PER
REQUIRED
NUMBER
21.0
LENGHT (FT.)
TOTAL
32 10
1/2'' THICK PLATE 1/2'' THICK PLATE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
W E
S T
J E
F F
E R
S O
N L
E V
E E
D
IS
T R
IC
T
H A
R V
E Y
L O
C K
F O
R E
B A
Y F
L O
O D
W A
L L
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
Z X
X X
X X
X X
X X
X X
W P
B
J U
N E
A N
S I
D
ID
A
B E
T A
N C
E S
-T O
R R
E S
D J M
/S D
B
G A
A
C R
A
IG
W A
U G
A M
A N
P
.E .H
-4 -4
J E
F F
E R
S O
N P
A R
IS
H
L
O U
IS
IA
N A
M1 38.75 18.751:3 -70.0 14
M2 V
17.520.5 18.25 -70.0
18.0
45.84
93.75
88.25
1:3
1312.5
93.25 14
1305.5
911:4 91
88.25
M3 1:3 1216.519.5
M4
17.25
M5
40M6
-70.0
19.5 16.5 1:3 17.25 -70.0 14
19.5 16.5 1:3 17.25 -70.0
18.5 15.5 1:4 16.25 -70.0 12
40M7 18.0 15.0 15.75 -70.0
111:3
V
995.5
85.75
90.5
1 85.75
TOTAL 90 8282.5 FT.
18" DIA. STEEL PIPE PILE
BETWEEN STEEL BARS
NOTE: ABOVE PLAN IS FOR SHOWING ANGLES
#8 A706 BARS (TYP.)
C /L
P
IL
E
C/L PILE
PLAN
18" DIA. STEEL PIPE PILE
3" X 3/8" BACKER RING
TYP.
TYP.
TYPICAL PIPE PILE SPLICE DETAIL
1/4
PILE CONNECTOR
7/16
PILE CONNECTOR
/2
#8 A706 BARS
TYP.
1/4
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"
SCALE: 1" = 1'-0"S-503
S-503
NOTES:
5. ALL PILES SHALL HAVE PILE CONNECTORS.
BOTH VT AND UT FOR 100% OF THE WELD LENGTH.
4. PIPE PILE SPLICE WELDS SHALL BE NON-DESTRUCTIVELY TESTED USING
FOR 3 DAYS PRIOR TO PLACING THE CONCRETE FOR THE T-WALL BASE SLABS.
DRIVEN PILE. THE CONCRETE FILL FOR THE PIPE PILE SHALL BE CURED
MAY ELECT TO SUSPEND A POUR STOP 5 FEET BELOW THE TOP OF THE
ANY VOIDS THAT REMAIN AFTER PILE DRIVING. THE CONTRACTOR
3. PIPE PILES SHALL BE FILLED WITH F'c = 2,500 PSI CONCRETE TO FILL
IN THE SPECIFICATIONS.
SHALL CONFORM WITH THE MATERIAL REQUIREMENTS AS STATED
2. ALL STEEL PIPE SHALL BE 18" DIA. WITH A 1/2" WALL THICKNESS AND
ALONG THE PILE SECTION LENGTH).
THE CUT OFF ELEVATION OF THE PILE (MEASURED VERTICALLY
T-WALL FOUNDATION BASE CONCRETE, DOWN TO 20 FEET BELOW
1. PILES SHALL BE COATED FROM 3 INCHES ABOVE THE BOTTOM OF
N.T.S.
U-BAR DETAIL-(SHEET PILE)
1'-2"
C L
R
STEEL SHEET PILING
NOTE: DRY BOTTOM NOT SHOWN
10"10"
HOLE
THROUGH HANDLING
PILING OR PASS
THROUGH SHEET
CUT 1" DIA HOLE
ROTATE AS REQ'D.
STEEL SHEET PILING,
FOR EACH PAIR OF
ONE NO. 5 HAIR PIN
ELEVATION
1/ 2'
(T Y P
1/2'' THICK PLATE
/2
SECTION
STEEL PIPE PILE
#8 A706 BARS
STEEL PIPE PILE
E2
B6 B12 B17
B17
PLAN
SCALE: 1" = 1'-0"
J12 J17
S-503
H
S -5
.d g n
A N
D D
E T
A
IL
S P
IP
E
P
IL
E S
C H
E D
U L
E
PROTECTED SIDE
FILLER
1/2'' PREFORMED JOINT
BARS
HORIZONTAL
6" BELOW TOP OF WALL
EL. VARIES
VERTICAL BARS
H
S -5
.d g n
T -W
A L
L J
O
IN
T D
E T
A
IL
S
S-504
S-504
S-504
ELEVATION -
SHEET PILE INTERLOCKS
BOTTOM OF T-WALL
DETAIL OF T-WALL MONOLITH JOINTS
SCALE: 1'' = 1'- 0''
C/L MONOLITH JOINT (DETAILS SYMMETRICAL ABOUT C/L)
T-WALL T-WALL
JOINT FILLER(TYP)
3 BULB WATERSTOP
6'' 6''
4'' CLR. (TYP)
1/2'' PREFORMED
C/L MONOLITH JOINT
#4 U-BARS, 12''
C L
R (T
Y P
SCALE: 1 1/2'' = 1' - 0''
SECTION
J14
VARIES*
VARIES*
4'' STABILIZATION SLAB
VARIES*
VARIES*
TOP OF SLAB
TYPICAL STEM PLAN VIEW REINFORCE
U
-B A
R S
J14
B1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
W E
S T
J E
F F
E R
S O
N L
E V
E E
D
IS
T R
IC
T
H A
R V
E Y
L O
C K
F O
R E
B A
Y F
L O
O D
W A
L L
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
Z X
X X
X X
X X
X X
X X
W P
B
J U
N E
A N
S I
D
ID
A
B E
T A
N C
E S
-T O
R R
E S
D J M
/S D
B
G A
A
C R
A
IG
W A
U G
A M
A N
P
.E .H
-4 -4
J E
F F
E R
S O
N P
A R
IS
H
L
O U
IS
IA
A
4" STABILIZATION SLAB
C/L SHEET PILING
(TYPICAL)
WATER STOP MATERIAL
WITH HYDROPHILIC
MINIMUM DEPTH OF 3"
PACK VOID TO A
SEE NOTE
JOINT SEALANT (TYP)
ELASTOMETIC
H
S -5
.d g n
W A
L L
J O
IN
T
A N
D W
A T
E R
S T
O P
D E
T A
IL
S
S-505
S-505
S-505
S-505
S-505
S-505
S-505
S-505
S-505
S-505
S-505
S-505
S-505
FLOOD SIDE
TYPICAL T-WALL JOINT
THREE-BULB WATERSTOP
D/2D/2
D
C.J.
3'' (TYP)
D/2 D/2
D
T -W
A L
L T
-W A
L L
EXPANSION JOINT
1/2'' PREFORMED
N.T.S.SCALE:
SCALE: 1'' = 1' - 0''
SEE DETAIL
THREE-BULB WATERSTOP,
9''
1/4'' R
1/4'' R
3/4'' Ø
1/2'' Ø1- 1'' Ø
/8
DRY CONDITION WET CONDITION
SEE DETAIL
/2
1/2" SEALANT
EXPANSION JOINT
/2" PREFORMED1
/2
1/2" SEALANT
EXPANSION JOINT
1/2" PREFORMED
BACKER ROD
WATERSTOP
HYDROPHILIC
ALIGNED WITH THE WALL JOINT
SHEETPILE INTERLOCK
/8" X 8" X 8"3
RUBBER SHEET
NEORENE
OVERSIZED WASHERS (TYP)
1/2" Ø C.R.S. BOLTS W/
SHEET PILING
WATER STOP
THREE BULB
STABILIZATION SLAB
WATER STOP
THREE BULB
3/8" PL
(TYP)
OVERSIZED WASHERS
3/8" Ø C.R.S. BOLTS W/
SHEET PILING
STABILIZATION SLAB
UNALIGNED WITH THE WALL JOINT
SHEETPILE INTERLOCK
1/4
TO PLATE
SHEET PILE
SHEET PILING
NEOPRENE RUBBER SHEET
3 BULB WATER STOP
/2
M
O N
O L
IT
H
J O
IN
T
(T Y
P
/2
- (TYP.)
1/2"1-
3 BULB WATER STOPSHEET PILING
3/8" PL
/2 M
O N
O L
IT
H
J O
IN
T
(TYP)
1/2" (MIN.)1-
T
Y P
/2
1" (MIN.)
/2
OVERSIZED WASHERS (TYP)
3/8" Ø C.R.S. BOLTS W/
MATERIAL (TYPICAL)
HYDROPHILIC WATER STOP
PACK VOID WITH
/2" X 2-1/2" X 2-1/2" (TYP)1
NEOPRENE RUBBER SHEET
MATERIAL SEE
CONNECTION WATER STOP
3 BULB
5"
1/4
CP-1
CP-1
SECTION
SCALE: 3'' = 1'- 0''
SECTION
SCALE: 3'' = 1'- 0''
SCALE: 3'' = 1'- 0''
DETAIL
A8
SCALE: 3'' = 1'- 0''
DETAIL
K9
SECTION
SCALE: 3'' = 1'- 0''
SECTION
SCALE: N.T.S.
LAND SIDE
3/8" Ø C.R.S. BOLTS W/
OVERSIZED WASHERS (TYP)
SCALE:3/4"=1'
0 1' 2' 3'
SCALE:1"=1'
0 1' 2'
SCALE: 3"=1'
0 3" 6" 9" 12"
A2
WATERSTOP
THREE-BULB
EXPANSION JOINT
1/2" PREFORMED
F15
K9
SEE DETAIL
G1
E8
D15
D15
A2
A8
E8
F15
D15
K9
B16
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
.S A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
R E
A D
Y F
O R
A D
V E
R T
IS
E
M E
N T
W E
S T
J E
F F
E R
S O
N L
E V
E E
D
IS
T R
IC
T
H A
R V
E Y
L O
C K
F O
R E
B A
Y F
L O
O D
W A
L L
F
IL
E N
A M
E
F
IL
E N
U M
B E
R
Z X
X X
X X
X X
X X
X X
W P
B
J U
N E
A N
S I
D
ID
A
B E
T A
N C
E S
-T O
R R
E S
D J M
/S D
B
G A
A
C R
A
IG
W A
U G
A M
A N
P
.E .H
-4 -4
J E
F F
E R
S O
N P
A R
IS
H
L
O U
IS
IA
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
®of Engineers
US Army Corps
N E
W O
R L
E A
N S
L A
L
E A
K E
A V
E N
E W
O R
L E
A N
S D
IS
T
R
IC
T U
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