A.07.23_S-501_AMENDMENT_0004.pdf
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G E
C D
J N
S F i l e
L a s t
S a v e d
B y
S-501
C O
O S
B
A Y
N D
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I V
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E P
A
F
L
L O
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D O
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A I L S
M I C
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S d w g
PORTLAND DISTRICT
U S
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P O
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L I C
I T
A T
I O
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F I L
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D R
A W
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B
Y
C H
E C
K E
D
B
Y
D E
S I G
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B
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R I P
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P L O
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C A
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R A
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SHEET
IDENTIFICATION
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P R
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U M
B E
R
US Army Corps of Engineers
P L O
T
D
A T
E
54321
D
C
B
A
1'-0"
1'-0" 1'-1"
F E
N D
N
E
REAR PILE
1.5:4 BATTER
EL. 16
EL. 18
FRONT PILE
1:4 BATTER
BOLLARD (TYP)
BOLLARD (TYP)
" PLATE
TOP
1" PLATE
TYP U.N.O.
4'-0"
1" PLATE
2'-0"
6"
6"
CHAMFER EDGES
SMOOTH
" PLATE CAP
PIPE 12 STD
PIPE 4 STD
PLATES: A36
PILES: 24"x
" A252 GR. 3
OR APPROVED EQUAL
3 TYP.
PIPE: A53 GR. B
PLATE: A36
7'-6"
17'-0"
4"
7'-6"
1'-2"
EL. 16
EL. 0
REAR BATTER PILE
4"x
" PLATE
EA. SIDE
4"x
" SUPPORT
L= 11
" V.I.F.
"Øx16"
LONG RUNGS @
14" O.C. (14 TOTAL)
SCALE: 1/2" = 1'-0"
LADDER - DOLPHINS 1 & 2 ONLY
RUNG
SCALE: 3" = 1'-0"
WELD RUNG TO PLATE
SCALE: 3" = 1'-0"
WELD SUPPORT TO PLATE
4"
4"
PLATE
SCALE: 3" = 1'-0"
WELD SUPPORT TO PILE
PILE
SUPPORT
Ø2'-0"
7"
1'-4"
SCALE: 1-1/2" = 1'-0"
WELD SUPPORT TO PILE
3"1"
SUPPORT
PLATE
TYP.
CJP TYP.
12'-0"
6 EQ SPACED =
2'-0" EA.
1" PLATE
DRILL 1
"Ø HOLES
FOR 1
"Ø BOLTS
EACH PILE
PLATE TO PILE
B
B
A
A
SCALE: 1-1/2" = 1'-0"
SECTION A-A
SCALE: 1-1/2" = 1'-0"
SECTION B-B
PILE
" PLATE
1" PLATE
PILE
" PLATE
1" PLATE
1" PLATE
1" CLR
6"
TYP.
TYP.
6"
1'-0"
1'-0"
7"
BOTH SIDES
OF PLATE
PLATES: A36
PILES: 24"x
" A252 GR. 3
OR APPROVED EQUAL
SCALE: 1/2" = 1'-0"
FENDER - DOLPHINS 2 & 4 ONLY
DOLPHIN 1 - ELEVATION
SCALE: 1" = 1'-0"
B-101
A
DOLPHINS 2 & 4 - ELEVATION
SCALE: 1" = 1'-0"
B-101
B
BOLLARD DETAIL
SCALE: 1-1/2" = 1'-0"
S-501
NOTE: FENDER NOT
SHOWN FOR CLARITY
FENDER
SANP 300 OR EQUIV.
L: 12'
S-501
F E
N D
N
E
1'-1"
" PLATE
TOP OF
DOLPHIN
℄ RUNG
NOTE: COAT DOLPHIN FROM MLLW
TO TOP. REFER TO SPEC 09 97 13.26
NOTE: COAT DOLPHIN FROM MLLW
TO TOP. REFER TO SPEC 09 97 13.26
S-501
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