90-PDFSW912DS-15B-0012-0015-C-309.pdf
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C-309
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SCALE: 1''= 10'-0"
SCALE: 1''= 50'-0"
A N
S I
D
K A
E S
S-309
W
D S -1
D -0
-0
-S -S
C .d g n
SCALE: 3/8''= 1'-0"
SCALE: 3/16''= 1'-0"
0 4'4' 2'
0 8'8' 4'
A S /C
B
/J
M C
D Y /F
L
B
VERT: 1" = 10'
SCALE: HORIZ: 1" = 50'
(TYP.)
8'-0"
3'-0" AT END
A
O U
T F
A L L
B
C-104
VERT: 1" = 10'
SCALE: HORIZ: 1" = 50'
OUTFALL #36B - PLAN
C-104
OUTFALL #36B - PROFILE
S-503
15'-0"
S-502
CULVERT
BOX
60"X86"
EXIST.
STA. -5+09
S-502
EXTENSION STA. 4+29
END OF OUTFALL
EXTENSION
96" RCP
EXTENSION
96" RCP
S-309
P L
A N S
E C
T
IO
N P
R O
F
IL
E
REMOVE EXISTING STONES AND BEACH FILL TO ALLOW FOR CRIBBING INSTALLATION.4.
SEE SHEET S-504 FOR WELDING DETAILS FOR PIPE STRAP DETAIL.3.
PROVIDE 3" CLEARANCE MINIMUM BETWEEN ALL BOLTS.2.
ALL HARDWARE, PLATES AND STRAPS TO BE TYPE 316L STAINLESS STEEL.1. NOTES:
PILE (TYP.)
CLASS A TIMBER
ALTERNATING AS SHOWN
OUTBOARD OF STA 2+40 ONLY,
4X10 LONG. TIMBER BRACE (TYP.)
S-309
A
SEE
ON PILES)
(SUPPORTED
CIP JUNCTION BOX
S-309
B
PILE SEE
WARNING MARKER
S-504
S-504
H
SIGN, SEE
"NO DIGGING" WARNING
OF PILE CAPS (TYP.) SEE
SHALL BE CENTER OVER CENTERLINE
RETAINING STRAPS AND PIPE JOINTS
S-504
BEACH FILL ELEVATION.
TWIN RCP EXTENSION OUTLET INVERTS ARE AT LEAST 1.0' ABOVE THE FINISHED
3. CONTRACTOR SHALL MODIFY THE CONSTRUCTION TEMPLATE PROFILE SO THAT THE
2. PIPE SUPPORTS OMITTED FOR CLARITY.
1. STATIONING IS PARALLEL TO PIPE.NOTES:
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A D
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0 50'50' 25'
0 10'10' 5'
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IDENTIFICATION
SHEET
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US Army Corps
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New York District of Engineers
US Army Corps
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SHEET OF 51
W
D S -1
-B -0
J U
N E
-10
-20
-30
-10
-20
MHHW EL. 2.3 FT
MLLW EL. -2.7 FT
-30
PROFILE
EXISTING
TIMBER CRIBBING
4+29
BOX CULVERT
EXIST. 60"X86"
OUTLET INV. -11.46'
TEMPLATE
DESIGN ~
BEACH FILL
HYDRAULIC
TEMPLATE
CONSTRUCTION
SLOPE = 1.02%
TWIN RCP EXTENSION,
0 (NAVD 88)
INV. -1.61'
INV. -12.46'
S T
A
E X
T E
N S
IO
S
T
IN
D
IP
B
G
IN
(SUPPORTED ON PILES), SEE
CIP JUNCTION BOX
5:1 SLOPE
SCALE: 3/8" = 1'-0"
7'-0"
SEABED EL. VARIES
BRACING (TYP.)
4"X10" LONG TIMBER
SECTION
7'-0" 7'-0"
26'-0"
SADDLE (TYP.)
14"X14" TIMBER
WIDTH (TYP.)
ACHIEVE NECESSARY
STRAP AND SHIM TO
DAP PILE TO RECEIVE CLASS A TIMBER
MIN.
4'-0"
THRU-BOLTS (TYP.)
(TYP.)
6"x3/8" SS STRAP
EXTENSIONS
RCP OUTFALL
TWIN
STEEL PILECAP HP 14X117
ON EACH HALF STRAP SEE
TIGHTENING BRACKET
-6+00 -5+00 -4+00 -3+00 -2+00 -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
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