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IA
N A
S O
L
IC
IT
A T
IO
N
J U
N E
3/16"=1'-0"
B S-301
C S-301
A S-301
LIMITS OF SHEET PILING & SCOUR PROTECTION
T-WALL
34'-0"
T-WALL
5'-6" 20'-0" CLEAR (CENTERED ON TRACK)
T-WALL
5'-6" LIMITS OF SHEET PILING
EL. 8.10
SHEET PILE (PZ-22)
4'-81 2"
(RAIL GAUGE)
(REF)
C/L GATE HINGE C/L GATE LATCH
C/L TRACK
C/L TRACK
(T Y
P
T-WALL T-WALLGATE OPENING
TOP OF SILL RAIL EL. 22.60
NOTES:
1. ALL FORM TIE BOLTS SHALL OCCUR
IN THE VALLEY OF THE CONCRETE
WALL RIB TEXTURE. (I.E. BETWEEN
ADJACENT RIBS)
TO MINIMIZE THE OCCURRENCE OF BUTT
2. CONTRACTOR SHALL MAKE ALL EFFORTS
JOINTS.
ALL SPLICING OF FRACTURED FIN FORM
LINER SHALL BE VERTICAL.
3.
CONTRACTOR SHALL SUBMIT FOR PRIOR
APPROVAL, DRAWINGS SHOWING
THE LOCATION OF ALL BUTT JOINTS
IN ALL FORMS USED FOR CONSTRUCTION.
4.
6" 6" 1
4"
4"
TYP.
2"
12"
FRACTURED FIN FINISH AT TYPICAL MONOLITH JOINTTYPICAL SECTION THROUGH WALL CASTING
SCALE: N.T.S. SCALE: N.T.S.
SEALED CAVITY
FORM LINER
WALL
AREAS OF WALL.
TO THE FORM LINER FOR SMOOTH
A FLAT SURFACE SHALL BE ATTACHED
NOTE:
TYPICAL WALL CASTING SECTION IS FOR ILLUSTRATION PURPOSES ONLY.
PROCEDURE TO ACCOMPLISH THE CASTING OF WALL DESIGNS MUST BE
SUBMITTED BY THE CONTRACTOR FOR APPROVAL.
MONOLITH JOINT
" CHAMFER (TYP)4
EDGE AT THE PEAK OF THE FIN
MAINTAIN A CONTINUOUS FLAT
ALL FRACTURED FINS SHALL
C/L JOINT
FORMED FINISH (TYP.)
NOTE:
PROTECTED SIDE ELEVATION
3/16"=1'-0"
FLOOD SIDE ELEVATION
EL. 25.6
30' (MIN.)
GRADE EL.
30' (MIN.)
*EL. 22.60
NOTES
2. PILES AND SWING GATE NOT SHOWN.
THIS ELEVATION.
AS ALL GATE AND WALL ELEVATIONS ARE BASED ON
1. CONTRACTOR SHALL VERIFY TOP OF RAIL ELEVATION*
S T
A .0
S T
A .0
S T
A .5
S T
A .0
EL. VARIES (~ 23.0)
EL. 25.6
EL. VARIES (~ 23.0)
C L
R
S L
O P
E
S H
A L L F
O L L
O W
A C
T U
R E
D
IN
(TYP.)
6"
EL. 24.6
EL. 22.0
EL. 17.55
EL. 15.55
S-102
ADDITIONAL INFORMATION.
SEE FLOOD SIDE ELEVATION ABOVE FOR
EL. 26.8
EL. 19.8
EL. 27.8
TOP OF GATE PIERS EL. 27.8
TOP OF WALL EL. 26.8
TOP OF SLAB EL. 19.8
S-101
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D .J .S S .D .B
N O
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NEW ORLEANS DISTRICT
S O
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IC
IT
A T
IO
N N
O
F
IL
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A M
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D W
N B
Y
C K
D B
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D E
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IG
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D B
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D E
S C
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N
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2 3
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4 5
A
B
M A
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A P
P R
D A
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F
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IZ
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S U
B M
IT
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D B
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P L
O T S
C A
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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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E 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
S O
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IC
IT
A T
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PILE PLAN
3'-0" 4 SPACES AT 7'-0" = 28'-0" 5'-0"3'-0" 2'-0" 4 SPACES AT 4'-3" = 17'-0" 5'-0" 2'-0"
2'-10"
34'-0" 5'-6" 5'-6"
65'-0"
PILE CAP PLAN
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
20'-0" OPENNING
C/L TRACK
C/L TRACK
INDICATES DIRECTION OF BATTER
T T T T T T T T T T T T
T
M1 M2
M1 M2
DS-301
SCALE: 1" = 1'-0"
SWING GATE STORAGE COLUMNPLAN
W.P.
WALL STEM
C/L SHEET PILE/
W.P.
NOTE:
SEE SHEET C-202 FOR STATIONING
AND X,Y COORDINATES FOR W.P.
H-PILE SCHEDULE
T-WALL
MONOLITH
NUMBER
PILE
NUMBER
BATTER
CUT-OFF
ELEVATION
PILE TYPE
(T OR C)
PAYMENT
LENGTH (FT)
TIP EL.
M1
M2
6 TO 10
VERT.
VERT. T
C
1H:3V
1H:3V
C
T
-45
21 3 4 5 1 2 3 4 5 6 7
10 9 8
1 TO 5
1, 2, 6, 7, 8, 9, 13, 14
VERT. C
TVERT.
3, 4, 5
10, 11, 12
M3 1 VERT. C
17.55
17.55
21.85
15.55
15.55
15.55
15.55
62'-6"
ACCORDINGLY.
AND SHALL BE SIZED
INSTALLED PERMANENTLY
RAIL BLOCKOUTS WILL BE
FOR RAIL BLOCKOUT (TYP.).
SEE PLAN ON SHEET S-512
A S-301
B S-301
C S-301
LEDGEND:
VERTICAL HP 14x73
BATTERED HP 14x73
TENSION CONNECTOR REQUIRED
SEE SLIP JOINT DETAILS
ON SHEET S-304
FLOOD SIDE
PROTECTED SIDE
PROTECTED SIDE
FLOOD SIDE
#4 U-BAR @ 12"
TOP OF SHEETPILE
DETAIL
SCALE: 1/2" = 1'-0"S-101 NOTE:
SEE SHEET S-301 FOR TYPICAL
REBAR DETAILS.
BEARING PLATE
12"x12" CRS
2'-0"
1'-0"
CLH-PILE
LCPL.
M3
MONOLITH
NUMBER
PILE
NUMBER
BATTER
CUT-OFF
ELEVATION
PILE TYPE
(T OR C)
PAYMENT
LENGTH (FT)
TIP EL.
VERT. C1 TO 6BRIDGE
PIPE PILE SCHEDULE
FALSEWORK BRIDGE
T T T T T T T 11 1/4"
62'-6"
60'-6"
60'-6"
63'-10"
63'-10"
66'-10"
-45
-45
-45
-45
-45
-45
-5573'-6"18.50
#4 @12"
1'-6"
7 6 14 13 12 11 9 810
D S-301
SCALE: 1" = 1'-0"
SWING GATE STORAGE COLUMN
PLAN
BEARING PLATE
12"x12" CRS
2'-0"1'-0"
1'-6"1'-6"
CL
H-PILE
LC
PL.
M3
11 1/4"
#4 U-BAR @ 12"
TOP OF SHEETPILE
DETAIL
SCALE: 1/2" = 1'-0" S-101
REBAR DETAILS.
SEE SHEET S-301 FOR TYPICAL
NOTE:
#4 @12"
1'-6"
S-102
H S -1
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D .J .S S .D .B
N O
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NEW ORLEANS DISTRICT
S O
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IC
IT
A T
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N N
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F
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A M
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D W
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C K
D B
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D E
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2 3
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A
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M A
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D A
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F
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S U
B M
IT
T E
D B
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P L
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C A
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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
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E 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
S O
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TOP OF ''T'' WALL OR ''I'' WALL
12''12''
''4 11 ''4
''2
'' = 1'- 0''4
3SCALE:
SCALE: 6'' = 1' - 0''
3"
REFERENCE BOLT IDENTIFICATION TAGSETTLEMENT REFERENCE MARKER
TYPICAL ELEVATION OF
PROTECTED SIDE
PROTECTED SIDE
SEE DETAIL.
10 GAGE, C.R.S.,
IDENTIFICATION TAG,
CAP SCREW, C.R.S.
" Ø X 3" HEX. HEAD2
MONOLITH JOINT
SEE SCHEDULE
EL. VARIES,
BOLT
REFERENCE
TAG
IDENTIFICATION
10 GAGE, C.R.S.
" Ø HOLE16
9DRILL
SCALE: 12'' = 1' - 0''
S.R.M.
W/L STATION
ELEVATION
R-2
R-3 R-4
SETTLEMENT REFERENCE MARKER SCHEDULE
(PROTECTED SIDE FACE)
PLAN
R-1
CEMVN-ED-T.
WILL FURNISH THIS DATA TO ENGINEERING DIVISION. ATTENTION OF
TO THE CONTRACTING OFFICER REPRESENTATIVE (COR). THE COR
SETTLEMENT REFERENCE MARKERS AND SHALL SUBMIT THIS DATA
* * NOTE: THE CONTRACTOR SHALL TAKE FINAL ELEVATIONS OF ALL
AT NEAREST W/L STATION TO THOSE SHOWN.
* W/L STATIONS ARE APPROXIMATE. LOCATE REFERENCE BOLTS
R1 R2 R3 R4
SCALE: N.T.S.
W /L S
T A . 1
.0
W /L S
T A . 1
.0
W /L S
T A . 1
.0
135+62.00
135+94.00
135+96.00 136+25.00
S I
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M A
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A N
S P
A R
IS
H L
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IS
IA
N A
C A
R R
O L L T
O N P
H A
S E I I
R A
IL
R O
A D G
A T
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L E
V E
E D
IS
T R
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S
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S O
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A N
S
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D .J .S S .D .B
N O
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NEW ORLEANS DISTRICT
S O
L
IC
IT
A T
IO
N N
O
F
IL
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A M
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D W
N B
Y
C K
D B
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D E
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D B
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D E
S C
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2 3
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A
B
M A
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A P
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D B
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P L
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C A
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P L
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D A
T E
M A
R K
D E
S C
R
IP
T
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N
C O
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R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E 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
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N A
S O
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1'-0"
SECTION
3/4"=1'-0"
D
SCALE:
FLOOD SIDE
GATE LATCH
RECESS
(6) - #4 TIE SETS EQ. SP.
BOTT END HOOK (TYP)
x
3/4"=1'-0"SCALE:
PLATE
BEARING
NOTE:
SEE SHEET S-503 FOR
LATCHING DETAILS
EL. 26.8
SECTION D
S-102
END HOOKS (E.F.)
#6 @ 12" E.F.
1'-6" 1'-6"
REBAR CALLOUTS
HP 14x73
TIP EL. -60.0
NOTE:
SAME REBAR TO BE USED
FOR HINGE COLUMN AND
LATCH COLUMN.
(5 E .F .E
Q S
P (C
O N
T
SWING GATE COLUMN
2'-0"
CJ
EL. 22.6
#4 U-BARS @ 12"
(4) - #6 EQ. SP.
(MISS H-PILE)
NOTES:
1. SWING GATE BOTTOM SEAL PLATE: BENT PLATE 1'-5" WIDE
x 3/8" CONTINUOUS ALONG THE SWING GATE SILL
(INTERRUPT AT RAIL BLOCK OUTS). BEND PLATE WITH A 12"
HORIZONTAL LEG AND A 5" VERTICAL LEG. EACH LEG WITH
1/2-DIA. HEADED STUDS AT 12" C-C x 6" LONG WELDED 2"
FROM THE FREE EDGE. STAGGER OPPOSING STUDS. ALL
MATERIALS HOT DIP GALVANIZED.
2. CORNER ANGLE: L4x4x3/8" CONTINUOUS ALONG SWING
GATE SILL (INTERRUPT AT RAIL BLOCK OUTS) WITH 1/2-DIA.
HEADED STUDS AT 12" C-C x 6" LONG WELDED TO ANGLE AT
45-DEGS. ALL MATERIALS HOT DIP GALVANIZED. FOR
ADDITIONAL BARS SEE PILE CAP PLAN SHEET S-102.
T/PILE CAP
EL. 19.8'
TOC
EL. 22.60'
T/PILE CAP
EL. 19.8'
T/PIER
EL. 27.8'
NOTE:
SEE SECTION "B" FOR
INFORMATION NOT SHOWN.
END HOOKS
(EQUALLY SPACED)
#4 HAIRPIN (BEND AS
2'-0"
1'-3"
"SIMILAR AT
HINGE COLUMN
OPTIONAL
JOINT
" (2
T
IE
S E
Q S
P
#6 DWLS
@ 12"
#4 TIE SETS
#6 E.F.
EQ. SP
A
S T
A B
S L
A B
PROTECTED
SIDE
FLOOD
SIDE
END HOOKS
T/WALL
EL. 26.80'
T/PILE CAP
EL. 19.80'
#6@12"
FLOOD
SIDE
PROTECTED
SIDE
SWING
GATE
2'-0"2'-0"6'-0"
S T
A B
S L
A B
SECTION
1/2"=1'-0"SCALE:
SECTION
1/2"=1'-0"SCALE:
B S-101 S-101
PROTECTED
SIDE
FLOOD
SIDE
2'-0"
(3
H
A
IR
P
IN
(2
E Q S
P S
SECTION
1/2"=1'-0"SCALE: S-101
C
1 1
END HOOKS
SECTION CUT BETWEEN RAILS
#7 @ 9"
#8 @ 9"
S T
A B
S L
A B
NOTE:
H-PILES AND SHEETPILES SHALL
BE EMBEDDED 9" INTO BASE SLAB.
(TYP.)
C.J.
(C O
N T
HP 14x73
TIP EL. -45.0
HP 14x73
TIP EL. -45.0
C.J.
P R
E -C
A
C O
N C
R E
T E
S
IL
L B
E A
M
D
E
HP 14x73
TIP EL. -45.0
E.F. @ 12"
#6 DOWEL
EQ. SP
#6 E.F.
NOTES:
1. REBAR IN COLUMN NOT SHOWN FOR
CLARITY, REFER TO SECTION D.
2. SILL BEAM SHOWN AS 2'-0" WIDE AT
THIS COLUMN. 2'-4" WIDE AT OPPOSITE
COLUMN FOR HINGE.
xx
10'-0"
" 4
FIN GRADE
EL. VARIES
1'-0"
T/SILL WALL & RAIL
EL. 22.60'
MISS PILES
SPACED TO
#4 @ 12" EF
MISS PILES
SPACED TO
#4 @ 12" EF
MISS PILES
SPACED TO
#4 @ 12" EF
2'-0"3'-0"3'-0"2'-0"
10'-0"
2'-0"3' - 0"3' - 0"2'-0"
4'-0"2'-0"4'-0"
#4 U-BARS
(16) #8 VERTS
SEE NOTE 1 SEE
NOTE 2
END HOOKS
(E.F.)
(6 E .F E
Q S
P x x
(3)-#6 EQ. SPC. (EF)
(PROJECT INTO EACH
GATE PIER 12")
(INTERRUPT TOP BARS
AT RAIL BLOCKOUT
S-301
H S -3
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A L L S
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A
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3/4"=1'-0" E
SCALE:
SECTION
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