DwgSet12.pdf
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Set 12 of Drawings
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Other files
| File | Type | Posted |
|---|---|---|
| DwgSet05.pdf | ||
| DwgSet15.pdf | ||
| DwgSet02.pdf | ||
| DwgSet03.pdf | ||
| DwgSet11.pdf | ||
| DwgSet01.pdf | ||
| DwgSet14.pdf | ||
| DwgSet04.pdf | ||
| DwgSet08.pdf | ||
| DwgSet16.pdf | ||
| DwgSet10.pdf | ||
| DwgSet13.pdf | ||
| DwgSet07.pdf | ||
| RFP Specs.pdf | ||
| DwgSet17.pdf | ||
| DwgSet09.pdf | ||
| DwgSet06.pdf |
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8’0 4’
16’
SCALE:1/8"=1’
S-103
SCALE: 18"=1’-0"
PLAN
SCALE: 18"=1’-0"
PLAN
MONOLITH A1-4
TOP OF SLAB EL. 15.0’
22’-1 12"
WALL SEGMENT AT = 281’-0"
NOTES:
1. PILES NOT SHOWN ON PROFILE, SEE SHEETS
S-201 THRU S-204 FOR MONOLITH
PLANS AND SECTIONS.
2. MONOLITH LENGTHS IN PLAN REPRESENT
THE DISTANCE MEASURED FROM THE EDGE
TO EDGE OF MONLITH. (1/2" JOINT BETWEEN
THE MONOLITH IS NOT SHOWN)
3. FOR PILE SCHEDULE SEE SHEET S-106.
4. FOR PILE DETAILS SEE SHEET S-501.
F
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US Army Corps of Engineers
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IDENTIFICATION
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G A
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US Army Corps of Engineers
Hurricane Protection
Office
A P
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8’
0 4’
16’
SCALE:1/8"=1’
PLAN
PROFILE
SCALE: 1/8" = 1’-0"
LAKESHORE DRIVE AT LONDON AVENUE CANAL CLOSURE STRUCTURE
PLAN AND PROFILE
SHEET PIL
E E
XTENSIO
N
SHEET PILE EXTENSION
TOP OF NEW PZ-22
SHEET PILE EL. 17.5’
TOP OF FOOTING
EL. 14.0’
BOTTOM OF FOOTING
EL. 11.0’
P L
A N
A N
D P
R O
F
IL
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S-104
TOP OF NEW PZ-22
SHEET PILE EL. 11.75’
D .A
.K
S D
C I
II
J.
Y
4" STABILIZATION SLAB
C/L OF HINGE
EL. 27.0
TOP OF PILASTER
EL. 28.5
30’-0
1.
2.
LEGEND:
HP14x73 PILE BATTERED
IN DIRECTION OF ARROW
HP14x73 VERTICAL PILE
3.
W/L
59’-9 14" LAKE TERRACE GATE OPENING
30’-0" 59’-9 14" LAKE TERRACE GATE OPENING
B2-1
MONOLITH NUMBER
TOP OF CONCRETE
SCOUR PROTECTION
EL. 19.5’
TOP HINGE RECESS
BOTTOM HINGE RECESS
TOP OF WALL
EL. 18.5’
NEW PZ-22
SHEET PILE C/L
N
GATE STORAGE
LATCHING POSITION
BOTTOM OF NEW PZ-22
SHEET PILE EL. -25.0’
198.4%%dSEE SHT. S-504
FOR DETAILS
-25-25
M A
T C
H L
IN
E
S T
A . 2
3+
.3
P I
S T
A . 2
3+
.2
27’-3 58"
NEW WALL STEM
MONOLITH B1-4
TOP OF SLAB EL. 14.0’
TOP OF SLAB EL. 14.0’
BOTTOM OF FOOTING
EL. 10.0’
TOP OF NEW PZ-22
SHEET PILE EL. 10.75’
4" STABILIZATION SLAB
TOP OF SLAB EL. 14.0’
L A
K E
S H
O R
E D
R . A
T L
A K
E T
E R
R A
C E
C L
O S
U R
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T R
U C
T U
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NOTES:
1. PILES NOT SHOWN ON PROFILE, SEE SHEETS
TO EDGE OF MONLITH. (1/2" JOINT BETWEEN
THE MONOLITH IS NOT SHOWN)
3. FOR PILE SCHEDULE SEE SHEET S-106.
4. FOR PILE DETAILS SEE SHEET S-501.
2003+00
+0
F
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A M
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D W
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C K
D B
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US Army Corps of Engineers
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SHEET
IDENTIFICATION
L A
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P O
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US Army Corps of Engineers
Hurricane Protection
Office
A P
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OLD
2003+00
+0
8’0 4’ 16’
SCALE:1/8"=1’
SHEET PILE EXTENSION
TOP OF CONCRETE
SCOUR PROTECTION
EL. 19.5’
TOP OF NEW PZ-22
SHEET PILE EL. 17.5’
EXPANSION
JOINT (TYP.)
TOP OF WALL
EL. 18.5’
TOP OF FOOTING
EL. 14.0’
BOTTOM OF FOOTING
EL. 11.0’
TOP OF NEW PZ-22
SHEET PILE EL. 11.75’
4" STABILIZATION SLAB
TOP HINGE
RECESS
BOTTOM HINGE
RECESS
MONOLITH
NUMBER
19’-938" 5’-434"
30’-0"25’-0"25’-218"42’-314"LAKE TERRACE GATE OPENING
SEE SHEET S-504
FOR DETAILS
NEW PZ-22
SHEET PILE
W/L
EXPANSION
JOINT (TYP.)
BOTTOM OF NEW PZ-22
SHEET PILE EL. -25.0’
C/L STORAGE
COLUMN
-25
GATE STORAGE
LATCHING COLUMN
MONOLITH B1-2
TOP OF SLAB EL. 14.0’
TOP OF NEW PZ-22
SHEET PILE EL. 10.75’
BOTTOM OF FOOTING
EL. 10.0’
4" STABILIZATION SLAB
TOP OF SLAB
EL. 14.0’
NOTES:
1. PILES NOT SHOWN ON PROFILE, SEE SHEETS
TO EDGE OF MONLITH. (1/2" JOINT BETWEEN
THE MONOLITH IS NOT SHOWN)
3. FOR PILE SCHEDULE SEE SHEET S-106.
4. FOR PILE DETAILS SEE SHEET S-501.
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
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US Army Corps of Engineers
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A P
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M A
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SHEET
IDENTIFICATION
L A
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P O
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US Army Corps of Engineers
Hurricane Protection
Office
A P
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D .K
P .G
S-106
S D
C I
II
P
IL
E
S C
H E
D U
L E
T-WALL AND L-WALL MONOLITHS
MONOLITH
MONOLITH
LENGTH
(FT)
STEEL H-PILES STEEL SHEET PILE
NOTES
PILE NUMBERS TYPE TOP EL. LENGTH
BATTER
(V:1H)
SHEET
PILE TYPE
TOP EL. TIP EL.
A1-2 26’-9 3/4"
P1 THRU P6 HP14X73 12.75 81.50 2:1
PZ-22 16.15 -25
P7 THRU P12 HP14X73 12.75 81.50 V
A1-3 28’ - 7"
P1 THRU P5 HP14X73 12.75 81.50 2:1
PZ-22 16.15 -25
P6 THRU P10 HP14X73 12.75 81.50 V
A1-4 28’-8 1/4"
P5, P6 HP14X73 12.75 81.50 2:1
PZ-22 16.15 -25P3, P4, P7 THRU P12 HP14X73 12.75 81.50 V
P1, P2 HP14X73 12.75 81.50 3:1
A1-5 29’ - 2"
P1 THRU P5 HP14X73 12.75 81.50 2:1
PZ-22 16.15 -25
P6 THRU P10 HP14X73 12.75 81.50 V
A1-6 28’ - 6"
P1 THRU P5 HP14X73 12.75 81.50 2:1
PZ-22 16.15 -25
P6 THRU P10 HP14X73 12.75 81.50 V
A1-7 28’ - 6"
P1 THRU P5 HP14X73 12.75 81.50 2:1
PZ-22 16.15 -25
P6 THRU P10 HP14X73 12.75 81.50 V
A1-8 28’ - 6"
P1 THRU P5 HP14X73 12.75 81.50 2:1
PZ-22 16.15 -25
P6 THRU P10 HP14X73 12.75 81.50 V
A1-9 42’ - 9 3/4"
P1 THRU P7 HP14X73 12.75 81.50 2:1
PZ-22 16.15 -25
P8 THRU P14 HP14X73 12.75 81.50 V
A2-1 48’-7 1/4" P1 THRU P16 HP14X73 12.88 81.50 2:1 PZ-22 12.88 -25
A3-1 51’ - 10 1/4"
P1 THRU P9 HP14X73 12.88 93.80 2:1
PZ-22 12.88 -25P10 THRU P12 HP14X73 12.88 93.80 6:1
P13 THRU P17 HP14X73 12.88 93.80 V
A3-2 40’
P1 THRU P6 HP14X73 12.88 81.50 2:1
PZ-22 12.88 -25
P7 THRU P12 HP14X73 12.88 81.50 3:1
A3-3 40’
P1 THRU P6 HP14X73 12.88 81.50 2:1
PZ-22 12.88 -25
P7 THRU P12 HP14X73 12.88 81.50 3:1
A3-4 32’-7 1/8"
P1, P6, P7, P8 HP14X73 12.88 81.50 2:1
PZ-22 12.88 -25
P4, P10 THRU P15 HP14X73 12.88 81.50 3.5:1
P5, P9 HP14X73 12.88 81.50 2.5:1
P2, P3 HP14X73 12.88 81.50 V
B1-1 25’
P1 THRU P4 HP14X73 11.75 81.50 3:1
PZ-22 11.75 -25
P5 THRU P8 HP14X73 11.75 81.50 2:1
B1-2 25’-2 1/8"
P1, P2 HP14X73 11.75 89.20 8:1
PZ-22 11.75 -25P3 THRU P5, P11 HP14X73 11.75 89.20 V
P6 THRU P10 HP14X73 11.75 89.20 2:1
B1-3 42’ - 3 1/4"
P1 THRU P7 HP14X73 11.75 93.80 2.5:1
PZ-22 11.75 -25P10 THRU P14 HP14X73 11.75 93.80 3:1
P8, P9 HP14X73 11.75 93.80 V
B1-4 59’ - 9 1/4" P1 THRU P18 HP14X73 11.75 81.50 2:1 PZ-22 11.75 -25
GATE MONOLITHS
MONOLITH
MONOLITH
LENGTH
STEEL H-PILES STEEL SHEET PILE
NOTES
PILE NUMBERS TYPE TOP EL. LENGTH
BATTER
(V:1H)
SHEET
PILE TYPE
TOP EL. TIP EL.
RAIL STREET
GATE MONOLITH SEE SHT. S-205
P1 THRU P5 & P14 THRU P16 HP14X73 11.88 109.50 V
PZ-22 11.88 -25P17 & P18 HP14X73 11.88 109.50 3:1
P6 THRU P13 & P19 THRU P35 HP14X73 11.88 109.50 4:1
LAKE TERRACE
GATE MONOLITH SEE SHT. S-216
P1 THRU P4 & P11 THRU P14 HP14X73 10.75 93.80 V
PZ-22 10.75 -25
P5 THRU P10 & P15 THRU P28 HP14X73 10.75 93.80 4:1
F
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US Army Corps of Engineers
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IDENTIFICATION
L A
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M e ta ir ie
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US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
4’ 8’0 2’
SCALE:1/4"=1’
S-201
R A
IL
S
T R
E E
T C
L O
S U
R E
P1
SCALE: 1/4 " = 1’-0"
MONOLITH A2-1
NEW PZ-22
SHEET PILE
SCALE: 1/4 " = 1’-0"
MONOLITH A3-1
P1
P10
SCALE: 1/4 " = 1’-0"
MONOLITH A3-4
D .A
.K
S D
C I
II
A
.A
1.
2.
LEGEND:
A S-201
S-204
B S-201
S-204
HP14x73 VERTICAL PILE
HP14x73 PILE BATTERED
IN DIRECTION OF ARROW
WALL LINE
C/L SHEET PILE
C/L SHEET PILEWALL LINE
#8 @ 12" O.C. TOP & BOT.
SCALE: 1/4 " = 1’-0"
B S-201
S-204
MONOLITH A3-2 & A3-3
B S-201
S-204
P1
P7
WALL LINE
C/L SHEET PILE
P3
P11
P4
P12
P5
P13
P6
P14
P7
P15
P1
P2
P10
P8
P9
C/L SHEET PILE
WALL LINE
P11
P2
P12
P3
P13
P4
P14
P5
P15 P16 P17
P6 P7 P8 P9
P8
P2
P9
P3 P4 P5 P6
P10 P11 P12
#8 @ 12" O.C. TOP & BOT.
’-6
NEW PZ-22
SHEET PILE
NEW PZ-22
SHEET PILE
NEW PZ-22
SHEET PILE
43’-538"
5 SPACES @ 6’-6" = 32’-6" 3 SPACES @ 5’-0" = 15’-0" 2’-518"
50’-234"
22’-338"
2’-4" 6 SPACES @ 6’-6" = 39’-0"
2’-6" 5 SPACES @ 7’-0" = 35’-0" 2’-6"
40’-0"
#8 @ 12" O.C. TOP & BOT.
#8 @ 12" O.C. TOP & BOT.
O
.C
T O
P
B O
T
O
.C
T O
P
B O
T
4 SPACES @ 4’-6" = 18’-0" 2’-0"
1’-6
4’-6
4’-3
10’-3
O
.C
T O
P
B O
T
" O
.C . T
O P
B O
T
#8 @
2" O .C
. T O
P & B
O T.
2’-6" 7 SPACES @ 6’-6" = 45’-6" 2’-1112"
213.6%%d
53’-178"
23’-912"9’-1014"
7’-718" 21’-78"
’-0
’-3
’-6
’-3
’-0
’-0
’-0
2’-4"
5’-0"
O
.C . T
O P
B
O T
174.9%%d
414"
P10
P2
P11
P3
P12
P4
P13
P5
P14
P6
P15
P7
P16
P8
P9
41’-778"
47’-214"
’-7
1’-0"
GATE STORAGE
LATCHING COLUMN
GATE STORAGE
LATCHING COLUMN
W /L
S T
A . 1
.2
W /L
S T
A
.8
W /L
S T
A
.6
W /L
S T
A . 1
.8
W /L
S T
A
.6
W /L
S T
A . 1
.6
W /L
S T
A . 1
.6
W /L
S T
A . 1
.2
NOTES:
1. STRUCTURAL CONCRETE f’c = 4000 psi.
2. REINFORCING STEEL Fy=60 KSI.
3. HP 14x73 STEEL PILE BATTERED IN THE
DIRECTION OF THE ARROW.
4. SHEET PILE PZ-22 OR APPROVED EQUAL.
5. SHEET PILE AND PILINGS ARE LOCATED
IN PLAN AT THE BOTTOM OF THE SLAB.
6. SEE SHEET S-204 FOR STEM & ADDITIONAL
SLAB REINFORCING DETAILS.
7. SEE SHEET S-501 FOR PILE DETAILS.
8. SEE PILE SCHEDULE ON SHEET S-106
FOR PILE LENGTHS.
T -W
A L
L M
O N
O L
IT
H
P L
A N
S
W /L
S T
A
.6
A
-3
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
S tr u c tu ra l\
S
-2 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E
B A
N K
O R
L E
A N
S C
A N
A L
T O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P R
O
JE
C T
N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S-202
4’ 8’0 2’
SCALE:1/4"=1’
MONOLITH B1-4
P1
P10
NEW PZ-22
SHEET PILE
1.
2.
LEGEND:
A .A
D .A
.K
S D
C I
II
C S-202
S-204
HP14x73 VERTICAL PILE
HP14x73 PILE BATTERED
IN DIRECTION OF ARROW
MONOLITH B1-3
D S-202
S-204
MONOLITH B1-1
D S-202
S-204
D S-202
S-204
MONOLITH B1-2
P1 P1P2 P3 P4
P5 P6 P7 P8
P2 P3 P4
P10P6 P7 P8 P9
P5
P11
SCALE: 1/4 " = 1’-0"
C/L SHEET PILE
WALL LINE
SCALE: 1/4 " = 1’-0"
SCALE: 1/4 " = 1’-0"
SCALE: 1/4 " = 1’-0"
’-4
/4
2’-0"
C/L SHEET PILEWALL LINE
C/L SHEET PILE
WALL LINE
C/L SHEET PILE
WALL LINE
P1
P10 P11 P12 P13 P14
P2 P3 P4 P5 P6 P7
P9P8
#8 @ 12" O.C. TOP & BOT.
O
.C
T O
P
B O
T
59’-914"
2’-258" 8 SPACES @ 6’-11" = 55’-4" 2’-258"
#8 @ 12" O.C. TOP & BOT
2’-0" 3 SPACES @ 7’-0" = 21’-0" 2’-0"
25’-0"
#8 @ 12" O.C. TOP & BOT
#8 @ 12" O.C. TOP & BOT
8 @
2"
O .C
TO
P &
B O
TTO
M
2’-0" 3 SPACES @ 4’-8" = 14’-0" 4’-8"
3’-134" 7’-0" 2’-6"5 SPACES @ 6’-1" = 30’-5"
43’-034"
17’-778"
1’-1018"
" O
.C
T O
P
B O
T
22’-518" 4’-614"
9’-0
2’-3
4’-6
2’-3
2’-0
2’-0
5’-0
2’-312" 6 SPACES @ 6’-1" = 36’-6" 2’-6"
1’-914" 41’-312"
P11
P2
P12
P3
P13
P4
P14
P5
P15
P6
P16
P7
P17
P8
P18
P9
33’-338"
37’-10"
W /L
S T
A
.8
W /L
S T
A
.8
W /L
S T
A
.0
W /L
S
TA
. 2 002+48.8
W /L
S T
A
.0
W /L
S T
A
.3
W /L
S T
A
.9
W /L
S T
A
.7
O
.C
T O
P
B O
T T
O M
O
.C
T O
P
B O
T T
M
O
.C
T O
P
B O
T T
O M
19’-914"
NOTES:
1. STRUCTURAL CONCRETE f’c = 4000 psi.
2. REINFORCING STEEL Fy=60 KSI.
3. HP 14x73 STEEL PILE BATTERED IN THE
DIRECTION OF THE ARROW.
4. SHEET PILE PZ-22 OR APPROVED EQUAL.
5. SHEET PILE AND PILINGS ARE LOCATED
IN PLAN AT THE BOTTOM OF THE SLAB.
6. SEE SHEET S-204 FOR STEM & ADDITIONAL
SLAB REINFORCING DETAILS.
7. SEE SHEET S-501 FOR PILE DETAILS.
8. SEE PILE SCHEDULE ON SHEET S-106
FOR PILE LENGTHS. L
A K
E T
E R
R A
C E
C L
O S
U R
E
T -W
A L
L M
O N
O L
IT
H
P L
A N
S 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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
S tr u c tu ra l\
S
-2 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E
B A
N K
O R
L E
A N
S C
A N
A L
T O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P R
O
JE
C T
N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
4’ 8’0 2’
SCALE:1/4"=1’
S-203
MONOLITH A1-2
MONOLITH A1-4
P1
P6
WALL LINE
MONOLITH A1-3
MONOLITH A1-5
MONOLITH A1-6, A1-7 AND A1-8
MONOLITH A1-9
P7 P8
P2
P9
P3 P4 P5
P6
P1
P9
P3 P4 P5 P6
P1
P7
P2
P8 P10 P11 P12
P10 P11
P12
1.
2.
LEGEND:
D .A
.K
S D
C I
II
A
.A
E S-203
S-204
E S-203
S-204
E S-203
S-204
E S-203
S-204
E S-203
S-204
E S-203
S-204
HP14x73 VERTICAL PILE
HP14x73 PILE BATTERED
IN DIRECTION OF ARROW
NEW WALL STEM
EXISTING WALL STEM
3.
4.
2’-6"
1’-6
4’-6
P2
P7
P3
P8
P4
P9
P5
P10
P1
P6
P2
P7
P3
P8
P4
P9
P5
P10
P1
P6 P7
P2 P3
P8 P9
P4 P5
P10
P8
P1
P9
P2 P3 P4 P5 P6 P7
P10 P11 P12 P13 P14
T O
P
B O
T E
.W
#8 @ 12" TOP & BOT. E.W.
#8 @ 12" TOP & BOT. E.W.
#8 @ 12" TOP & BOT. E.W.
#8 @ 12" TOP & BOT. E.W.
SCALE: 1/4 " = 1’-0"
SCALE: 1/4 " = 1’-0"
SCALE: 1/4 " = 1’-0"
WALL LINE
WALL LINE
SCALE: 1/4 " = 1’-0"
SCALE: 1/4 " = 1’-0"
SCALE: 1/4 " = 1’-0"
WALL LINE
WALL LINE
WALL LINE
EXIST. WALL
NEW WALL
NEW WALL
EXIST. WALL
NEW WALL
EXIST. WALL
NEW WALL
EXIST. WALL
NEW WALL
EXIST. WALL
NEW WALL
EXIST. WALL
202%%d%%p
168%%d%%p
T O
P
B O
T E
.W
T O
P
B O
T E
.W
T O
P
B O
T E
.W
T O
P
B O
T . E
.W
T O
P
B O
T . E
.W
4’-7"
18’-0"
/2
T
Y P
W /L
S T
A
.9
W /L
S T
A .1
.4
W /L
S T
A
.5
W /L
S T
A
.9
W /L
S T
A
.5
W /L
S T
A . 1
.7
W /L
S T
A
.7
W /L
S T
A
.9
W /L
S T
A
.9
W /L
S T
A
.4
W /L
S T
A
.9
W /L
S T
A
.4
A -7
A -8
W /L
S T
A
.4
W /L
S T
A
.2
2’-6" 4 SPACES @ 4’-6" = 18’-0"
28’-6"
1’-9" 4 SPACES @ 6’-3" = 25’-0" 1’-9"
1’-6"3 SPACES @ 5’-0" = 15’-0"
29’-2"
1’-7" 4 SPACES @ 6’-6" = 26’-0" 1’-7"
28’-7"
1’-7" 4 SPACES @ 6’-3" = 25’-0" 2’-0"
42’-934"
2’-0" 6 SPACES @ 6’-6" = 39’-0" 1’-934"
22’-112"
22’-1114" 5’-412"
22’-112"
4’-814"
#8 @ 12" TOP & BOTTOM E.W.
#8 @ 12" TOP & BOTTOM E.W.
9’-2
8’-612" 19’-558"
NOTES:
1. STRUCTURAL CONCRETE f’c = 4000 psi.
2. REINFORCING STEEL Fy=60 KSI.
3. HP 14x73 STEEL PILE BATTERED IN THE
DIRECTION OF THE ARROW.
4. SHEET PILE PZ-22 OR APPROVED EQUAL.
5. SHEET PILE AND PILINGS ARE LOCATED
IN PLAN AT THE BOTTOM OF THE SLAB.
6. SEE SHEET S-204 FOR STEM & ADDITIONAL
SLAB REINFORCING DETAILS.
7. MONOLITH LENGTH REPRESENTS
DISTANCE FROM CENTERLINE OF
JOINT TO CENTERLINE OF JOINT.
8. SEE SHT. S-501 FOR PILE DETAILS.
9. CONTRACTOR SHALL FIELD VERIFY
DIMENSIONS OF ALL EXISTING
MONOLITHS PRIOR TO CONSTRUCTION
AND NOTIFY ENGINEER OF RECORD OF
ANY DISCREPANCIES FOUND.
10. SEE PILE SCHEDULE ON SHEET S-106 FOR
PILE LENGTHS.
R A
IL
S
T R
E E
T C
L O
S U
R E
L -W
A L
L M
O N
O L
IT
H
P L
A N
S 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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
S tr u c tu ra l\
S
-2 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E
B A
N K
O R
L E
A N
S C
A N
A L
T O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
/2
/2
UR
S
JE
G
JV
P R
O
JE
C T
N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S-204
EL. 15.13’
EL. 18.0’
EL. 12.13’
EL. 15.13’
EL. 18.0’
EL. 12.13’
4" STABILIZATION SLAB
EL. 14.0’
EL. 18.5’
EL. 11.0’
EL. 14.0’
EL. 18.5’
EL. 11.0’
4" STABILIZATION SLAB
EL. 19.5’
4" STABILIZATION SLAB
A .A
D .A
.K
S D
C I
II
EL. 19.5’
EL. 15.0’
EL. 12.0’
C/L SHEET PILE C/L SHEET PILE
C/L SHEET PILE C/L SHEET PILE
A
SECTION S-201
S-204
SCALE: 3/8" = 1’-0"
MONOLITH A2-1
C
SECTION S-202
S-204
SCALE: 3/8" = 1’-0"
MONOLITH B1-4
E
SECTION S-203
S-204
SCALE: 3/8" = 1’-0"
MONOLITHS A1-2, A1-3, A1-4,
A1-5, A1-6, A1-7, A1-8 & A1-9
B
SECTION S-201
S-204
SCALE: 3/8" = 1’-0"
D
SECTION S-202
S-204
SCALE: 3/8" = 1’-0"
#4 U-BARS @ 24" O.C.
#6 @ 12" O.C.
#6 @ 12" O.C.
EACH FACE
C.J.
#5 U-BARS AT
HANDLING
HOLES
9" EMBEDMENT
4" COVER
13" COVER
9" EMBEDMENT
13" COVER
4" COVER
#6 @ 12" O.C.
#6 @ 12" O.C.
EACH FACE
#4 U-BARS @ 24" O.C.
C.J.
#8 @ 12" O.C.
#5 U-BARS AT
HANDLING
HOLES #8 @ 12" O.C.
SCALE:3/8"=1’
0 2’ 4’ 6’
13" COVER
9" EMBEDMENT
4" COVER
C/L EXIST. WALL
C/L NEW SHEET
PILE
EXIST. NECKED DOWN
I-WALL (SEE SHEET
X-005 FOR DETAILS)
SEE BASE
SLAB PLAN
FOR
REINFORCEMENT
PZ-22 SHEET PILE
TIP EL. -25.0’
PZ-22 SHEET PILE
TIP EL. -25.0’
#4 @ 12", SPACE TO
MISS PILESSEE BASE SLAB PLAN
FOR REINFORCEMENT
PZ-22 SHEET PILE
TIP EL. -25.0
#4 DOWELS @ 18" O.C.
#4 U-BARS @ 18" O.C.
#5 U-BARS AT HANDLING
HOLES
EMBED SHEET PILE
9" INTO SLAB
6" CAST IN PLACE
CONCRETE SLAB
#4@8" O.C. E.W.
CENTER IN SLAB
C.J.
#4 REINFORCING BARS @ 18" O.C. DRILL AND EMBED
IN EXIST. CONCRETE WITH ADHESIVE TO FULLY
DEVELOP TENSILE STRENGTH OF BAR.
#4 U-BARS @ 24" O.C.
#6 @ 12" O.C.
EACH FACE
#6 @ 12" O.C.
#8 @ 12" O.C.
#5 U-BARS AT
HANDLING
HOLES
9" EMBEDMENT
13" COVER
C
O V
E R
#4 U-BARS @ 24" O.C.
#6 @ 12" O.C.
EACH FACE
#6 @ 12" O.C.
C
O V
E R
13" COVER
9" EMBEDMENT
#4 @ 12", SPACE TO
MISS PILES
C.J.
#8 @ 12" O.C.
#5 U-BARS AT
HANDLING
HOLES
NEW 18" THICK WALL
REINFORCING:
VERTICAL = #6@6" O.C. E.F.
HORIZONTAL = #5@12" O.C. E.F.
#4 U-BARS @ 24" O.C. TOP OF WALL
#4 WITH STANDARD 180%%d HOOK @ 18" O.C.
DRILL AND EMBED IN EXIST. CONCRETE
WITH ADHESIVE TO FULLY DEVELOP
TENSILE STRENGTH OF BAR
ROUGHEN ENTIRE FACE OF EXIST. WALL
TO A MIN. 1/4" AMPLITUDE PRIOR TO
INSTALLATION
#4 @ 12", SPACE TO
MISS PILES
PZ-22 SHEET PILE
TIP EL. -25.0’
#4 @ 12", SPACE TO
MISS PILES
4" STABILIZATION
SLAB
SEE BASE
SLAB PLAN
FOR
REINF.
4" STABILIZATION
SLAB
PZ-22 SHEET PILE
TIP EL. -25.0’
SEE BASE
SLAB PLAN
FOR REINF.
5’-0" 2’-0" 2’-0"
2’-3" 2’-3" 2’-3" 2’-3"
5’-0" 2’-0" 2’-0"
2’-3" 2’-3" 2’-3" 2’-3"
5’-0" 2’-0" 2’-0"
2’-3" 2’-3" 2’-3" 2’-3"
4’-6"
5’-0" 2’-0" 2’-0"
2’-3" 2’-3" 2’-3" 2’-3"
4’-6"
7’-2"
1’-1012" 4’-212" 1’-512"
2’-0"
1’-6"
4" COVER (TYP.) 4" COVER (TYP.)
4" COVER (TYP.)
9" 6"
5’-0"
3’-1"
LAP(TYP.)
10"
4" COVER (TYP.) 4" COVER (TYP.)
412"
EL. 16.5’
3-#5 EACH
SIDE OF CAP
EL. 17.5’
TOP OF CONC. EL. 16.9’
MONOLITHS B1-1, B1-2 & B1-3MONOLITHS A3-1, A3-2, A3-3 & A3-4
NOTES:
1. STRUCTURAL CONCRETE f’c=4000 PSI.
2. Fy=60 KSI FOR ALL REINFORCING STEEL.
3. SEE PILE SCHEDULE ON S-106 FOR PILE BATTERS
AND PILE LENGTHS.
4. SEE SHEET S-501 FOR PILE DETAILS.
#4 @ 12", SPACE
TO MISS PILES
SEE BASE
SLAB PLAN FOR
REINFORCEMENT
HP 14X73
BATTERED PILE
(TYP.)
HP 14X73
BATTERED PILE
(TYP.)
HP 14X73
BATTERED PILE
HP 14 X 73 VERTICAL PILE
HP 14X73
BATTERED PILE
(TYP.)
HP 14X73
BATTERED PILE
(TYP.)
R A
IL
S
T R
E E
T A
N D
L A
K E
T E
R R
A G
E
M O
N O
L
IT
H S
E C
T
IO
N S
A N
D D
E T
A
IL
S
C.J. EL 16.0
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
2 3
C
4 5
A
B
D A
T E
S
IZ
E
S U
B M
IT
T
E D
B Y
P L
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S C
A L
E
P L
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D A
T E
F
IL
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M B
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A N
S I
D
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M E
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P l a n s D
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US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
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N
M A
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A P
P R
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A T
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E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
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C A
N A
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K L
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D O
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A N
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L E
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IS
IA
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-4
UR
S
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C
T N o
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C a u se w a y B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
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E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S-205
R A
IL
S
T R
E E
T G
A T
E M
O N
O L
IT
H
F O
U N
D A
T
IO
N L
A Y
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T
1.
2.
HP14x73 VERTICAL PILE
LEGEND:
4’ 8’0 2’
SCALE:1/4"=1’
J .Y
P .L
A
.A
C/L GATE HINGES
HP14x73 PILE BATTERED @ 4V:1H
IN DIRECTION OF ARROW
’-3
’-6
’-3
’-0
11’-0
3’-6" 7’-0" 7’-0" 7’-0" 7’-0" 6’-0" 6’-0"
’-6
’-6
SCALE: 1/4" = 1’-0"
RAIL STREET GATE MONOLITH
FOUNDATION LAYOUT
5’-7"
55’-10 34"
59’-558"
50’-11 38"
2’-3
6’-6
2’-3
43’-58"
3’-6"7’-0"7’-0"7’-0"7’-0"7’-0"5’-0"5’-0"5’-0"
P10
P11
P12
P13
P14
P15
P16
P34
P35
P18
P17
P28
P29
P30
P31
P32
P33P1
P2
P3
P4
P5
P6
P7
P8
P9
P19
P20
P21
P22
P23
P24
P25
P26
P27
5’-0"
4’-6" 4’-6" 4’-6"
3. HP14x73 PILE BATTERED @ 3V:1H
IN DIRECTION OF ARROW
53’-178" 40’-11 38" 3’-534"
NOTES:
1. STRUCTURAL CONCRETE f’c = 4000 psi.
2. Fy = 60 ksi.
3. SEE SHEET S-501 FOR PILE DETAILS.
4. SEE PILE SCHEDULE ON SHEET S-106
FOR PILE LENGTHS.
5. MONOLITH DIMENSIONS SHOWN IN PLAN
REPRESENTS THE DISTANCE MEASURED
FROM THE EDGE OF THE MONOLITH (1/2"
JOINT BETWEEN THE MONOLITHS IS NOT
SHOWN).
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
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D
2 3
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4 5
A
B
D A
T E
S
IZ
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S U
B M
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T
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B Y
P L
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S C
A L
E
P L
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D A
T E
F
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S I
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S tr u c tu ra l\
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US Army Corps of Engineers
A P
P R
D
A T
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C R
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N
M A
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A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E
B A
N K
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L E
A N
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A N
A L
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D O
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A L
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L E
A N
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B lv d
S u it e
M e ta ir ie
L o u is ia n a
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-6
U S
A
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Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
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S
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IC
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N E
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F F
IC
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N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S-206
R A
IL
S
T R
E E
T G
A T
E M
O N
O L
IT
H
P L
A N
E
L
.1
4’ 8’0 2’
SCALE:1/4"=1’
C/L GATE HINGES
S-206
S-213
B S-206S-212
A S-206
S-211
C/L HINGE
J .Y
P .L
A
.A
SCALE: 1/4" = 1’-0"
RAIL STREET GATE
MONOLITH PLAN @ EL. 15.13’
LEFT LEAF RIGHT LEAF
2’-0
4’-2
4’-1 0"
46’-238"
55’-10 34"
47’-38
’-0
59’-558"
143.0%%d
222.9%%d
C/L SEAL PL
BOTTOM SEAL PL
SEE SHEET S-213
L6"X6"X3/8"
(TYP.)
11’-0
S-206
S-213
GATE STOP DETAILS
SEE SHEET S-325
(TYP.)
TOP OF SLAB
EL. 15.13
’-1
4"
42’-8"
15’-0"
18’-238"
C/L HINGE
15’-0"
18’-2"
C S-206
S-210
15’-0"
T Y
P
.PLACE REINFORCEMENT
TO MISS GATE STOP
STRUCTURAL TUBING
NOTES:
1. STRUCTURAL CONCRETE f’c = 4000 psi.
2. Fy = 60 ksi.
3. SEE SHEET S-106 FOR PILE SCHEDULE.
4. MONOLITH DIMENSIONS SHOWN IN PLAN
REPRESENTS THE DISTANCE MEASURED
FROM THE EDGE OF THE MONOLITH (1/2"
JOINT BETWEEN THE MONOLITHS IS NOT
SHOWN).
5. SEE SHEET S-501 FOR PILE DETAILS.
SLOPE CONC. TO SEAL PL
N O
S L
O P E
’-5
8"
50’-11 38"
11’-214"
SLOPE CONC. TO SEAL PL
BOTTOM HINGE
RECESS AREA
(TYP.)
3’-6"
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
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D
2 3
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B
D A
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IZ
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S U
B M
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T
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B Y
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F
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A N
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S tr u c tu ra l\
S
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US Army Corps of Engineers
A P
P R
D
A T
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E S
C R
IP
T
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N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E
B A
N K
O R
L E
A N
S C
A N
A L
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M e ta ir ie
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-6
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A
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IN
E
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D
IS
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IC
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W O
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L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S-207
R A
IL
S
T R
E E
T G
A T
E M
O N
O L
IT
H
4’ 8’0 2’
SCALE:1/4"=1’
C/L GATE HINGES
J .Y
P .L
A
.A
’-0
11’-0
SPACE FOR
3" MIN. CLR.
SPLAYED
12’-0"
5’-0"
#9 @ 9" TOP &
BOTTOM (TYP.)
#9 @ 12" TOP &
BOTTOM (TYP.)
ADD #9 @ 9" TOP
IN SECOND LAYER,
20’-0" LG.
ADD #9 @ 9" TOP
IN SECOND LAYER,
20’-0" LG.
NOTES:
1. STRUCTURAL CONCRETE f’c=4000 PSI.
2. Fy=60 KSI.
" C
L R
(T Y
P
SPC. FOR 3" MIN.
CLR. SPLAYED
SPC. FOR 3" MIN.
CLR. SPLAYED
#9 @ 12" TOP &
BOTTOM (TYP.)
SCALE: 1/4"-1’-0"
RAIL STREET GATE MONOLITH
SLAB REINFORCEMENT PLAN
S L
A B
R E
IN
F
O R
C E
M E
N T
P L
A N
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
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D
2 3
C
4 5
A
B
D A
T E
S
IZ
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B M
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T
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B Y
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S C
A L
E
P L
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D A
T E
F
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S tr u c tu ra l\
S
-2 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
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E S
C R
IP
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N
M A
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A P
P R
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A T
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IP
T
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N
M A
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SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
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B A
N K
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F F
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W O
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L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S-208
R A
IL
S
T R
E E
T G
A T
E M
O N
O L
IT
H
SCALE:3/4"=1’
0 1’ 2’ 3’
J .Y
P .L
A
.A
2’ 4’0 1’
SCALE:1/2"=1’-0"
A SECTION
SCALE: 1/2" = 1’-0"
SCALE: 3/4" = 1’-0"
RAIL STREET GATE MONOLITH
LEFT PILASTER DETAIL
6’-38
3’-11 4"
6"
’-1
8"
A
A
’-0
T.O. PILASTER EL. 27.63
T.O. SLAB EL. 15.13
B.O. SLAB EL. 11.13
4" STABILIZATION SLAB
E M
B E
D
2’-3" 2’-3" 4’-3" 2’-3"
7’-9"
3’-93 4"
3’-712" 4’-112"
6 - #9 VERTICAL BARS EQ. SPACED
V
E R
T
IC
A L
B A
R S
E Q
S
P A
C E
V
E R
T
IC
A L
B A
R S
E Q
S
P A
C E
D
V
E R
T
IC
A L
B A
R S
E Q
. S P
A C
E D
2 - #9 VERTICAL
BARS EQ. SPACED
C.J.
#4 U-BARS
@ 24" O.C.
#4 @ 12" SPACED
TO MISS PILES
#5 U-BARS @
HANDLING HOLES
SEE SHEET S-207
FOR BASE SLAB
REINFORCEMENT
(T Y
P
C L
R
(T Y
P
#5 @ 6" O.C.
(TYP.)
PLAN
SEE PLAN
4-#9 VERTICAL BARS
EQ. SPACED
TENSION CONNECTORS
PZ-22
SHEET PILE
TIP EL. -25.0
HP 14 X 73 VERTICAL PILE HP 14x73 BATTERED PILE
NOTES:
1. STRUCTURAL CONCRETE f’c=4000 PSI.
2. Fy=60 KSI.
3. SEE PILE SCHEDULE ON SHEET S-106
FOR PILE BATTERS & PILE LENGTHS.
4. SEE SHEET S-501 FOR PILE DETAILS.
#5 X 4’-6" LONG WITH
STANDARD 180%%d HOOKS
@ EACH END @ 6" O.C.
4" CLR.
(TYP.)
L E
F T
P
IL
A S
T E
R D
E T
A
IL
S
NO SLOPE
SLOPE CONC.
TO SEAL PL
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
2 3
C
4 5
A
B
D A
T E
S
IZ
E
S U
B M
IT
T
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B Y
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S C
A L
E
P L
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D A
T E
F
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S I
D
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S
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T A
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S tr u c tu ra l\
S
-2 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
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E S
C R
IP
T
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N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E
B A
N K
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L E
A N
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M e ta ir ie
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A
R M
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N G
IN
E
E R
D
IS
T R
IC
T
C O
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F E
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IN
E
E R
S
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IC
A
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P R
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T
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N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S-209
R A
IL
S
T R
E E
T G
A T
E M
O N
O L
IT
H
SCALE:3/4"=1’
0 1’ 2’ 3’
A
A
J .Y
P .L
A
.A
SCALE: 3/4" 1’-0"
RAIL STREET GATE MONOLITH
RIGHT PILASTER DETAILS
3’-9
2’-0
5’-2
1’-2"
3’-9"
2’-1158"
A SECTION
SCALE: 1/2" = 1’-0"
4" STABILIZATION SLAB
E M
B E
D
(T Y
P
2’-3" 2’-3" 4’-3" 2’-3"
’-9
8"
’-0
5 - #9 BARS VERT.
EQUALLY SPACED
3 - #9 VERT. BARS
EQUALLY SPACED
1 - #9 VERT.
BAR IN THE
MIDDLE
2 - #9 BARS VERT.
EQUALLY SPACED
7 - #9 V E
R T
. B A
R S
E Q
U A
L L
Y
SPA
C E
D
C.J.
#4 U-BARS
@ 24" O.C.
#5 U-BARS @
HANDLING HOLES
SEE SHEET S-207
FOR BASE SLAB
REINFORCEMENT
#4 @ 12" SPACE
TO MISS PILES
T.O. SLAB EL. 15.13
T.O. WALL EL. 18.0
WALL BEYOND
(T Y
P
C L
R
#5 @ 6" O.C.
(TYP.)
SEE PLAN
#6 @ 12" E.F.
PLAN
5’-1 2"
3’-1
T.O. PILASTER EL. 27.63
TENSION CONNECTORS
PZ-22
SHEET PILE
TIP EL. -25.0
’-0
9 - #9 BARS VERT.
E Q
U A
L L
Y S
P A
C E
D
3’-12"
’-4
’-1
8"
B.O. SLAB EL. 11.13
HP 14x73
BATTERED PILE
(TYP.)
NOTES:
1. STRUCTURAL CONCRETE f’c=4000 PSI.
2. Fy=60 KSI.
3. SEE PILE SCHEDULE ON SHEET S-106
FOR PILE BATTERS AND PILE LENGTHS.
4. SEE SHEET S-501 FOR PILE DETAILS.
R
IG
H T
P
IL
A S
T E
R D
E T
A
IL
S
4" CLR.
(TYP.)
N
S L
O P E
SLOPE CONC. TO SEAL PL
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
2 3
C
4 5
A
B
D A
T E
S
IZ
E
S U
B M
IT
T
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B Y
P L
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S C
A L
E
P L
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D A
T E
F
IL
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N U
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E R
A N
S I
D
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S
M E
T A
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IE
S tr u c tu ra l\
S
-2 .d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E
B A
N K
O R
L E
A N
S C
A N
A L
T O
W B
A N
K L
O N
D O
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A N
A L
O R
L E
A N
S P
A R
IS
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IA
N A
H -4
-4
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/2
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C T
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C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U S
A
R M
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N G
IN
E
E R
D
IS
T R
IC
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C O
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F E
N G
IN
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S
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R R
IC
A
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P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
A .A
S
D C
I
II
S-210
R A
IL
S
T R
E E
T G
A T
E M
O N
O L
IT
H
2’ 4’0 1’
SCALE:1/2"=1’-0"
J .D
.T
4" STABILIZATION SLAB
(T Y
P
S E
C T
IO
N
A N
D D
E T
A
IL
S
2’-3" 2’-3" 4’-3" 2’-3"
E
M B
E D
SEE SHEET S-207
FOR BASE SLAB
REINFORCING
C
O V
E R
#4 @ 12" E.W., SPACE
TO MISS PILES
B.O. SLAB EL. 11.13
T.O. SLAB EL. 15.13
#5 U-BARS AT
HANDLING HOLES
HORIZONTALLY
BENT BAR
NOTES:
1. STRUCTURAL CONCRETE f’c = 4000 psi.
2. Fy = 60 ksi.
3. SEE PILE SCHEDULE ON SHEET S-106
FOR PILE BATTERS & PILE LENGTHS.
4. SEE SHEET S-501 FOR PILE DETAILS.
SEAL PLATE
SEE SHEET S-213
TENSION
CONNECTORS
PZ-22
SHEET PILE
TIP EL. -25.0
HP 14x73
BATTERED PILE
(TYP.)
C
SECTION S-206
S-210
SCALE: 1"=1’-0"
4" CLR.
(TYP.)
SLOPE 2.06% SLOPE 1.34%
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
IG
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D B
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2 3
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4 5
A
B
D A
T E
S
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B M
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A L
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P L
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D A
T E
F
IL
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S I
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S t r u c t u r a l
S d g n fi
US Army Corps of Engineers
A P
P R
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A T
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N
M A
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A P
P R
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A T
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N
M A
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SHEET
IDENTIFICATION
L A
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P O
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C H
A R
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IN
A N
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B A
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S u it e
M e ta ir ie
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A
R M
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IN
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IN
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W O
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N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S-211
C/L HINGES
R A
IL
S
T R
E E
T G
A T
E M
O N
O L
IT
H
E L
E V
A T
IO
N
L E
F T
L E
A F
F
L O
O D
S
ID
E
SCALE:3/8"=1’
0 2’ 4’ 6’
4" STAB. SLAB
HP 14X73 (TYP.)
TOP OF SEAL PLATE
L6X6X3/8
J.
Y
P .L
A
.A
C/L GATE OPENING
C.J. EL. 14.13
B.O. BASE SLAB MONOLITH
EL. 11.13
TOP HINGE RECESS
L4X4X3/8
EL. 18.00
VERTICLE SEAL PLATE
T.O. BASE SLAB MONOLITH
EL. 15.13
TOP OF PILASTER
EL. 27.63
C/L TOP HINGE
EL. 25.88
SCALE: 3/8" = 1’-0"
RAIL STREET MITER GATE MONOLITH
FLOOD SIDE ELEVATION (LEFT LEAF)
4" DEEP RECESS FOR
BOTTOM HINGE
A S-206
S-211
NOTES:
1. CUT-OFF SHEET PILING AND PILE TENSION
CONNECTORS NOT SHOWN FOR CLARITY.
2. STRUCTURAL CONCRETE: f’c = 4000 PSI.
3. Fy = 60 KSI.
4. SEE SHEET S-501 FOR PILE DETAILS.
E M
B E
D
T Y
P
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
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A N
S I
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M E
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S tr u c tu ra l\
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US Army Corps of Engineers
A P
P R
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A T
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C R
IP
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N
M A
R K
A P
P R
D
A T
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E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
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E B
A N
K O
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T
IO
N O
F F
IC
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N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S-212
R A
IL
S
T R
E E
T G
A T
E M
O N
O L
IT
H
E L
E V
A T
IO
N
R
IG
H T
L E
A F
F
L O
O D
S
ID
E
B.O. BASE SLAB MONOLITH
EL. 11.13
C/L HINGES
SCALE:3/8"=1’
0 2’ 4’ 6’
L6X6X3/8
TOP OF SEAL PLATE
HP 14X73 (TYP.)
4" STAB. SLAB
C.J. EL. 14.13
T.O. BASE SLAB MONOLITH
EL. 15.13
TOP OF PILASTER
EL. 27.63
C/L TOP HINGE
EL. 25.88
EL. 18.0
VERTICAL SEAL PLATE
J .Y
P .L
A
.A
NOTES:
1. CUT-OFF SHEET PILING AND PILE TENSION
CONNECTORS NOT SHOWN FOR CLARITY.
2. STRUCTURAL CONCRETE: f’c = 4000 PSI.
3. Fy = 60 KSI.
4. SEE SHEET S-501 FOR PILE DETAILS.
4" DEEP RECESS FOR
BOTTOM HINGE.
SCALE: 3/8" = 1’-0"
B S-206
S-212
RAIL STREET MITER GATE MONOLITH
FLOOD SIDE ELEVATION (RIGHT LEAF)
C/L GATE OPENING
(T Y
P
E
M B
E D
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
2 3
C
4 5
A
B
D A
T E
S
IZ
E
S U
B M
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T
E D
B Y
P L
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S C
A L
E
P L
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D A
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F
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A N
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S tr u c tu ra l\
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US Army Corps of Engineers
A P
P R
D
A T
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C R
IP
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N
M A
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A P
P R
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A T
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C R
IP
T
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N
M A
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SHEET
IDENTIFICATION
L A
K E
P O
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C H
A R
T R
A
IN
A N
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IC
IN
IT
Y
E B
A N
K O
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C a u se w a y
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S u it e
M e ta ir ie
L o u is ia n a
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U
S
A R
M Y
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G
IN
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IS
T
R
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F E
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A
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N O
F F
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N E
W O
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E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S-213
.A
X X
X S
D C
I
II
3"
C.J.
/8
3"
LEVELING NUTS.
PL3/8 C.R.S.
PL 3/8 C.R.S.
REINF. BAR
PL 5/16" AT 24" O.C.
STAGGERED.
PL 5/16" AT 24" O.C.
STAGGERED.
FACE OF VERTICAL
SEAL PLATE
C/L SEAL PL & "J"
BULB SEAL
SCALE: 3"=1’
3" 6" 9" 12"
S-206
S-213
DETAIL
SCALE: 3"=1’-0"
S-206
S-213
DETAIL
SCALE: 3"=1’-0"
MITER SWING GATE SEAL PLATE AT PILASTER
2 HEX NUTS W/2-2" DIA.
14" THK. HARDENED
WASHERS
THREAD
3"
1’-0"
L A
K E
T E
R R
A C
E A
N D
R A
IL
S
T R
E E
T
G A
T E
S E
A L
P L
A T
E D
E T
A
IL
S
C.J.
(18 REQUIRED AT EACH GATE MONOLITH)
SCALE: 3" = 1’-0"
SETTING RODS
C.J.
S-217
S-213
S-217
S-213
1.
2.
NOTES/:
STRUCTURAL CONCRETE f’c = 4000 psi.
REINFORCING STEEL Fy = 60 ksi.
1058"
12"%%c ANCHOR BOLTS
PLACE AT BOTH ENDS
& AT QUARTER POINTS.
4"
LEVELING NUTS.
12"%%c ANCHOR BOLTS
PLACE AT BOTH ENDS
& AT QUARTER POINTS.
3"3"
REINF. BAR
C/L "J" BULB
1/4
1/4
1/4
1/4
CUT HOLES IN W TO PASS
REINF. BARS HOLES NOT
TO EXCEED 2".
CUT HOLES IN W TO PASS
REINF. BARS HOLES NOT
TO EXCEED 2".
MITER SWING GATE SEAL PLATE
W8x31 WITH 5/16"
STIFFNER PLS EACH
SIDE OF WEB, 24" O.C.
WELD STIFFNER PL
TO W8X31
1/4
412" 412"
SLOPE TO EDGEOF THE SLAB
SLOPE TO EDGE
OF THE SLAB
SLOPE TO EDGEOF THE SLAB
5/16 PL TO
WEB & FLANGES
12" 1/4 12" 1/4
1/4
1/4
5/16 PL TO
WEB & FLANGES
F
IL
E N
A M
E
D W
N B
Y
C K
D B
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D E
S
IG
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D B
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D
2 3
C
4 5
A
B
D A
T E
S
IZ
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S U
B M
IT
T
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B Y
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S C
A L
E
P L
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F
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A N
S I
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M E
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P l a n s D
G N s
S d g n fi
US Army Corps of Engineers
A P
P R
D
A T
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C R
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N
M A
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A P
P R
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A T
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C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
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B A
N K
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A N
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B A
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S
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C
T N o
N
C a u se w a y B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
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S O
F E
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IN
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S
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A
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P R
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T
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F F
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N E
W O
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E A
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L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S
D C
I
II
S-216
4’ 8’0 2’
SCALE:1/4"=1’
L A
K E
T E
R R
A C
E G
A T
E M
O N
O L
IT
H
F O
U N
D A
T
IO
N L
A Y
O U
T
1.
2.
NOTES/LEGEND:
HP14x73 VERTICAL PILE
J .D
.T
SCALE: 1/4"-1’-0"
LAKE TERRACE GATE MONOLITH FOUNDATION LAYOUT
C/L GATE & MONOLITH
45’-1 5/16 "
HP 14x73
BATTERED PILES
(TYP.)
/4
P1
P2
P22
P23
P24
P25
P26
P27
P28
P10
P11
P12
P13P3
P4
P5
P6
P7
P8
P9
P14
P15
P16
P17
P19
P21
P18
P20
/8
45’-1 3/8 "
4’-212"
3’-214"
5’-9" 5’-9" 5’-9" 7’-3" 7’-3" 7’-3" 3’-712" 3’-712" 7’-3" 7’-3" 7’-3" 5’-9" 5’-9" 5’-9"
48’-53 8"
48’-538"
C/L PZ-22 SHEET
PILE (TYP.)
3’-2" 42’-912" 42’-912" 3’-2"
HP14x73 PILE BATTERED @ 4V:1H
IN DIRECTION OF ARROW
S H
E E
T T
IT
L
E
3. STRUCTURAL CONCRETE f’c = 4000 psi.
4. Fy = 60 ksi.
5. SEE SHEET S-501 FOR PILE DETAILS.
6. SEE PILE SCHEDULE ON SHEET S-106
FOR PILE LENGTHS.
7. MONOLITH DIMENSIONS SHOWN IN PLAN
REPRESENTS THE DISTANCE MEASURED
FROM THE EDGE OF THE MONOLITH (1/2"
JOINT BETWEEN THE MONOLITHS IS NOT
SHOWN).
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
2 3
C
4 5
A
B
D A
T E
S
IZ
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S U
B M
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T
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B Y
P L
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S C
A L
E
P L
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D A
T E
F
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M B
E R
A N
S I
D
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S
M E
T A
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IE
S t r u c t u r a l
S d g n fi
US Army Corps of Engineers
A P
P R
D
A T
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E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
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E S
C R
IP
T
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N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
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B A
N K
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A N
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S
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C
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C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U S
A
R M
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N G
IN
E
E R
D
IS
T R
IC
T
C O
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S O
F E
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IN
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S
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A
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P R
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T
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N O
F F
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N E
W O
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E A
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L
A
H S
D R
R S
F L
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D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S
D C
I
II
S-217
4’ 8’0 2’
SCALE:1/4"=1’
J .D
.T
C/L GATE OPENING
LEFT LEAF RIGHT LEAF
68’-0" (GATE OPENING)
L6x6x3/8"
143.1%%d(%%p)
C/L SEAL PL
TOP OF SLAB EL. 14.0
S-217
S-213
C S-217
S-221
A S-217
S-222
B S-217S-223
S-217
S-213
L6X6X3/8"
48’-538"48’-53 8"
’-0
" 3 ’-1
4"
’-0
’-1
4"
BOTTOM SEAL PLATE
SEE SHEET S-213
FOR DETAILS
T Y
P
20’-9"
C/L HINGE
GATE STOP
SEE SHEETS S-424
& S-425 (TYP.)
20’-9"
C/L HINGE
PLACE REINFORCEMENT
TO MISS GATE STOP
STRUCTURAL TUBING
NOTES:
1. STRUCTURAL CONCRETE f’c = 4000 psi.
2. Fy = 60 ksi.
3. SEE SHEET S-501 FOR PILE DETAILS.
4. MONOLITH DIMENSIONS SHOWN IN PLAN
REPRESENTS THE DISTANCE MEASURED
FROM THE EDGE OF THE MONOLITH (1/2"
JOINT BETWEEN THE MONOLITHS IS NOT
SHOWN).
BOTTOM HINGE
RECESS AREA
(TYP.)
SCALE: 1/4"=1’-0"
LAKE TERRACE GATE
MONOLITH PLAN @ EL. 14.0
M O
N O
L
IT
H P
L A
N
E L
.0
L A
K E
T E
R R
A C
E G
A T
E
37’-81 8" 37’-818"
SLOPE CONC. TO SEAL PL
SLOPE CONC. TO SEAL PL
9’-934" 9’-93
4"
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
2 3
C
4 5
A
B
D A
T E
S
IZ
E
S U
B M
IT
T
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B Y
P L
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S C
A L
E
P L
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D A
T E
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
S t r u c t u r a l S d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
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IS
IA
N A
H -4
-4
UR
S
JE
G
JV
P
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JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S
C I
II
S-218
4’ 8’0 2’
SCALE:1/4"=1’
J .D
.T
A .A
’-0
" 1
C/L GATE OPENING
NOTES:
1. STRUCTURAL CONCRETE f’c = 4000 psi.
2. Fy = 60 ksi.
3. SEE SHEET S-501 FOR PILE DETAILS.
C L
R
(T Y
P
SPC. FOR 3" MIN.
CLR. SPLAYED
SPC. FOR 3" MIN.
CLR. SPLAYED
ADD #9 @ 6" TOP
IN SECOND LAYER,
20’-0" LG.
#9 @ 12" TOP &
BOTTOM (TYP.) #9 @ 12" TOP &
BOTTOM (TYP.)
#9 @ 9" TOP &
BOTTOM (TYP.)
SCALE: 1/4"=1’-0"
LAKE TERRACE GATE MONOLITH
SLAB REINFORCEMENT PLAN
L A
K E
T E
R R
A C
E G
A T
E M
O N
O L
IT
H
S L
A B
R E
IN
F
O R
C E
M E
N T
P L
A N
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
S t r u c t u r a l S d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S
D C
I
II
S-219
A
A
2’ 4’0 1’
SCALE:1/2"=1’-0"
J .D
.T
SCALE: 3/4"=1’-0"
’-0
5’-65 8"
534"
5’-21 8"
5’-11 8"
T.O. PILASTER EL. 28.5
A SECTION
SCALE: 1/2" = 1’-0"
E M
B E
D
(T Y
P
T.O. SLAB EL. 14.0
B.O. SLAB EL. 10.0
4" STABILIZATION SLAB
1034"
2’-3" 2’-3" 3’-3" 2’-3"
4’-114" 2’-0" 3’-1034"
’-1
4"
’-0
’-1
4"
’-4
#5 @ 6" O.C.
C.J.
T.O. WALL EL. 18.5
#4 @ 12" SPACE
TO MISS PILES
#4 U-BARS
@ 24" O.C.
#6 @ 12" O.C., E.F.
#8 @ 12" O.C.
#6 @ 12" O.C.
4 - #
11 VERT. BARS
4 - #
11 VERT. BARS
V
E R
T
B A
R S
C
L R
(T Y
P
PZ-22
SHEET PILE
TIP EL. -25.0
#5 U-BARS AT
HANDLING HOLES
TENSION CONNECTORS
SCALE:3/4"=1’-0"
0 1’ 2’ 3’
HP 14 X 73
BATTERED PILE
HP 14 X 73 VERTICAL PILE
NOTES:
1. STRUCTURAL CONCRETE f’c = 4000 psi.
2. Fy = 60 ksi.
3. SEE SHEET S-501 FOR PILE DETAILS.
4. SEE PILE SCHEDULE ON SHEET S-106
FOR PILE BATTERS AND PILE LENGTHS.
LAKE TERRACE GATE MONOLITH
LEFT PILASTER DETAILS
SEE PLAN ON THIS
SHEET FOR PILASTER
REINFORCEMENT
SEE S-218 FOR
BASE SLAB
REINFORCEMENT
L A
K E
T E
R R
A C
E G
A T
E M
O N
O L
IT
H
L E
F T
P
IL
A S
T E
R D
E T
A
IL
S
NO SLOPE
SLOPE CONC.
TO SEAL PL
6 - #11 VERT. BARS
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
S t r u c t u r a l S d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S
D C
I
II
S-220SCALE:3/4"=1’
0 1’ 2’ 3’
A
A
2’ 4’0 1’
SCALE:1/2"=1’-0"
J .D
.T
4’-212"
3’-214"
7’-1114"
6"
3’-918"
SCALE: 3/4"=1’-0"
A SECTION
SCALE: 1/2" = 1’-0"
4" STABILIZATION SLAB
E M
B E
D
(T Y
P
2’-3" 2’-3" 3’-3" 2’-3"
T.O. SLAB EL. 14.0
B.O. SLAB EL. 10.0
T.O. PILASTER EL. 28.5
15 - #11 VERT. BARS
V
E R
T
B A
R S
PILASTER BEYOND
PZ-22 SHEET PILE
TIP EL. -25.0
C.J.
C
L R
(T Y
P
#5 U-BARS @
HANDLING HOLES
#4 @ 12" O.C.
E.W. SPACED
TO MISS PILES.
#5 @ 6" O.C.
(TYP.)
V
E R
T B
A R
S
6 - #11 VERT. BARS
2 - #11 VERT.
BARS
V
E R
T B
A R
S
7 - #11 VERT. BARS
HP 14x73
BATTERED PILE
HP 14 X 73 VERTICAL PILE
NOTES:
1. STRUCTURAL CONCRETE f’c = 4000 psi.
2. Fy = 60 ksi.
3. SEE SHEET S-501 FOR PILE DETAILS.
4. SEE PILE SCHEDULE ON SHEET S-106
FOR PILE BATTERS AND PILE LENGTHS.
#5 X 3’-6" LONG WITH
STANDARD 180%%d NOOK
AT EACH END @ 6" O.C.
LAKE TERRACE GATE
MONOLITH RIGHT PILASTER DETAILS
SEE PLAN ON THIS
SHEET FOR PILASTER
REINFOCEMENT.
SEE S-218 FOR BASE
SLAB REINFORCEMENT
L A
K E
T E
R R
A C
E G
A T
E M
O N
O L
IT
H
R
IG
H T
P
IL
A S
T E
R D
E T
A
IL
S
NO SLOPE
SLOPE CONC.
TO SEAL PL
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
S t r u c t u r a l
S d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E
B A
N K
O R
L E
A N
S C
A N
A L
T O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S
D C
I
II
S-221
C
SECTION S-217
S-221
SCALE: 1/2"=1’-0"
2’ 4’0 1’
SCALE:1/2"=1’-0"
J .D
.T
4" STABILIZATION SLAB
(T Y
P
T.O. SLAB EL. 14.0
B.O. SLAB EL. 10.0
2’-3" 2’-3" 3’-3" 2’-3"
E
M B
E D
C
O V
E R
C
O V
E R
#4 @ 12" E.W., SPACE TO MISS PILES
#5 U-BARS AT
HANDLING HOLES
HP 14 X 73 VERTICAL PILE
NOTES:
1. STRUCTURAL CONCRETE f’c = 4000 psi.
2. Fy = 60 ksi.
3. SEE PILE SCHEDULE ON SHEET S-106
FOR PILE BATTERS AND PILE LENGTHS.
4. SEE SHEET S-501 FOR PILE DETAILS.
L A
K E
T E
R R
A C
E G
A T
E M
O N
O L
IT
H
S E
C T
IO
N
A N
D D
E T
A
IL
S
TENSION
CONNECTORS
SEE SHEET S-218 FOR
BASE SLAB REINF.
SEAL PLATE
SEE SHEET S-213
PZ-22
SHEET PILE
TIP EL. -25.0
HORIZONTALLY
BENT BAR
HP 14x73
BATTERED PILE
SLOPE 2.93% SLOPE 1.30%
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
S t r u c t u r a l
S d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E
B A
N K
O R
L E
A N
S C
A N
A L
T O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U S
A
R M
Y E
N G
IN
E
E R
D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S
D C
I
II
S-222
L A
K E
T E
R R
A C
E G
A T
E M
O N
O L
IT
H
E L
E V
A T
IO
N
L E
F T
L E
A F
F
L O
O D
S
ID
E
2’ 4’0 1’
SCALE:1/2"=1’-0"
C/L GATE OPENING
TOP OF SEAL PLATE
4" STAB. SLAB
C/L HINGES
TOP OF PILASTER
EL. 28.50
EL. 18.50
TOP OF WALL
HP14x73 PILES
A S-217
S-222
SCALE: 1/2"=1’-0"
C/L TOP HINGE
EL. 26.96
J.
D
.T
LAKE TERRACE MITER GATE MONOLITH
FLOOD SIDE ELEVATION (LEFT LEAF)
VERTICAL
SEAL PLATE
EL. 18.50
SEE SHEET S-219
FOR PILASTER
DIMENSIONS
L4X4X3/8
L6x6x3/8
C.J.
HINGE RECESS
E M
B E
D
(T Y
P
4" DEEP RECESS FOR
BOTTOM HINGE.
B.O. BASE SLAB MONOLITH
EL. 10.0
T.O. BASE SLAB MONOLITH
EL. 14.0
NOTES:
1. STRUCTURAL CONCRETE: f"c = 4000PSI
2. Fy = 60 KSI
3. SEE SHEET S-501 FOR PILE DETAILS.
4. CUT-OFF SHEET PILING AND PILE TENSION
CONNECTORS NOT SHOWN FOR CLARITY.
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
2 3
C
4 5
A
B
D A
T E
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
F
IL
E
N U
M B
E R
A N
S I
D
U R
S
M E
T A
IR
IE
S t r u c t u r a l S d g n fi
US Army Corps of Engineers
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
A P
P R
D
A T
E D
E S
C R
IP
T
IO
N
M A
R K
SHEET
IDENTIFICATION
L A
K E
P O
N T
C H
A R
T R
A
IN
A N
D V
IC
IN
IT
Y
E B
A N
K O
R L
E A
N S
C A
N A
L T
O
W B
A N
K L
O N
D O
N C
A N
A L
O R
L E
A N
S P
A R
IS
H
L
O U
IS
IA
N A
H -4
-4
UR
S
JE
G
JV
P
R O
JE
C
T N o
N
C a u se w a y
B lv d
S u it e
M e ta ir ie
L o u is ia n a
(5
-6
U
S
A R
M Y
E N
G
IN
E E
R D
IS
T
R
IC
T
C O
R P
S O
F E
N G
IN
E
E R
S
H U
R R
IC
A
N E
P R
O T
E C
T
IO
N O
F F
IC
E
N E
W O
R L
E A
N S
L
A
H S
D R
R S
F L
O O
D W
A L
L
G A
T E
S
L P
V
.1 A
US Army Corps of Engineers
Hurricane Protection
Office
A P
R
IL
S
D C
I
II
S-223
L A
K E
T E
R R
A C
E G
A T
E M
O N
O L
IT
H
E L
E V
A T
IO
N
R
IG
H T
L E
A F
F
L O
O D
S
ID
E
2’ 4’0 1’
SCALE:1/2"=1’-0"
B S-217
S-223
C/L GATE OPENING
C/L HINGES
TOP OF PILASTER
EL. 28.50
4" STAB. SLAB
TOP OF SEAL PLATE
HP14x73 PILES
J .D
.T
L6X6X3/8
C/L TOP HINGE
EL. 26.96
EL. 18.50
L4x4x3/8
VERTICAL
SEAL PLATE
4" DEEP RECESS FOR
BOTTOM HINGE.
HINGE RECESS
SEE SHEET S-220
FOR PILASTER
DIMENSIONS
C.J.
NOTES:
1. STRUCTURAL CONCRETE: f"c = 4000PSI
2. Fy = 60 KSI
3. SEE SHEET S-501 FOR PILE DETAILS.
4. CUT-OFF SHEET PILING AND PILE TENSION
CONNECTORS NOT SHOWN FOR CLARITY.
SCALE: 1/2"=1’-0"
LAKE TERRACE MITER GATE MONOLITH
FLOOD SIDE ELEVATION (RIGHT LEAF)
E
M B
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B.O. BASE SLAB MONOLITH
EL.10.0
T.O. BASE SLAB MONOLITH
EL.14.0
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RAIL STREET GATE GEOMETRIC PLAN
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GATE BEAMS
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N
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C/L HINGE ASSEM
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3’-438" 43’-78" 38’-11 18" 7’-534"
46’-478" 46’-478"
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1’-23 4"
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FOR GATE STOP DETAILS
SEE SHEETS S-325 & S-326
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| 447086_G-001-001.pdf |
| 447086_G-002-001.pdf |
| 447086_G-003-001.pdf |
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| 447086_B-001-001.pdf |
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| 447086_S-309A-001.pdf |
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| 447086_S-331-001.pdf |
| 447086_S-401-001.pdf |
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| 447086_S-504-001.pdf |
| 447086_S-505-001.pdf |
| 447086_S-506-001.pdf |
| 447086_S-507-001.pdf |
| LPV103_X-001-001.pdf |
| LPV103_X-002-001.pdf |
| LPV103_X-003-001.pdf |
| LPV103_X-004-001.pdf |
| LPV103_X-005-001.pdf |
| LPV103_X-006-001.pdf |
| LPV103_X-007-001.pdf |
| LPV103_X-008-001.pdf |
| LPV103_X-009-001.pdf |
| LPV103_X-010-001.pdf |
| LPV103_X-011-001.pdf |
| LPV103_X-012-001.pdf |
| LPV103_X-013-001.pdf |
| 447086_CS101-001.pdf |
| 447086_CS102-001.pdf |
| 447086_CS602-001.pdf |
| Insert from: "LPV G SHEETS1.pdf" |
| 447086_G-003-001.pdf |
File details come from the government source that posted it. Updated .