Dwgs-UNK337747A-AM_6-22x34.pdf
PDF 246 KB Posted
- Attached to
- River Revetment Phase III, Unalakleet, Alaska
- Solicitation number
- W911KB-16-R-0015
About this file
Drawing S-503
View the file
Other files
| File | Type | Posted |
|---|---|---|
| W911KB-16-R-0015_AM_6.pdf | ||
| AM_5.pdf | ||
| W911KB-16-R-0015_Amendment__4.pdf | ||
| AM_3_W911KB-16-R-0015.pdf | ||
| W911KB-16-R-0015_Amendment__2.pdf | ||
| 16R0015-0001.pdf | ||
| W911KB-16-D-0015_Dwgs_RFP-11x17.pdf | ||
| W911KB-16-R-0015_RFP_Dwgs.pdf | ||
| W911KB-16-R-0015_RFP.pdf | ||
| W911KB-16-R-0015_RFP_Specs.pdf |
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Text version
18" Ø FENDER PILE PLAN
SCALE: 1" = 1'=0"
A
S-101 S-102 S-103 S-503
℄ Y-PILE AND
FENDER PILE
W/ SLOTTED BOLLARDW/O SLOTTED BOLLARD
FENDER PILE W/
HDPE SLEEVE
TYP
" TOP PL, SEE
NOTE 7.c. ON G-002
PIERHEAD
LINE
" x 4" FLAT BAR RADIAL STIFFENER, TYP. NOTE CENTER STIFFENER
EXTENDS TO Y-PILE W/O SLOTTED
BOLLARD.
SLOTTED BOLLARD, SEE PLAN FOR
LOCATIONS. NOTE THAT BOLLARD MUST BE
INSTALLED PRIOR TO FENDER TOP PLATE.
5/16
TOP PL AND STIFFENERS:
TO FACE SHEETS AND Y-PILE W/O SLOTTED BOLLARD
TO FACE SHEETS AND BOLLARD W/ SLOTTED BOLLARD
ADJACENT LADDER WHERE
PRESENT, SEE PLAN FOR
LOCATIONS
5/16
TYP
5/16
5/16
STIFFENER
TO PILE, TYP
S
S
B
CONTRACTOR SHALL SIZE AND FIELD TRIM
PLATE TO ESTABLISH PIERHEAD LINES A, B
AND C AS SHOWN ON C-102. SIM FOR ALL
FENDER PILE TOP PLATES.
℄ Y-PILE AND
SLOTTED
BOLLARD
PIERHEAD
LINE
FACE OF Y-PILE
TOP OF FILL
TAIL WALL SHEETSFACE SHEETS
18" Ø FENDER PILE ELEVATION
SCALE: 1" = 1'=0"
B
S-503 S-503
" THK KEEPER
PLATE, SEE
F/S-503
℄ FENDER PILE
AND EDGE OF
KEEPER PLATE
18" Ø x
" THK
x 50' LONG
FENDER PILE
1'-0" MAX PILE
CUT OFF
STIFFENER
14'-0" LONG HDPE FENDER SLEEVE,
20" Ø DR 21, 22" Ø DR 17, OR 24" Ø
DR 11. 20" Ø DR 21 SHOWN.
SLOPE 2%
" TOP
PLATE
C
S-503 S-503
EL =
-2' ± MLLW
LADDER, NS AND FS STIFFENERS, AND
FOREGROUND SHEET PILES NOT SHOWN
FOR CLARITY. SLOTTED BOLLARD
SHOWN BUT NOT PRESENT IN ALL
LOCATIONS - SEE PLAN.
EL =
+12' ± MLLW
EL AT CL
= +12.5'
℄ FENDER PILE
SLOPE AS INDICATED
5/16
TOP PLATE
TOP OF FENDER PILE DETAIL
SCALE: 3" = 1'=0"
C
S-503 S-503
18" Ø FENDER SHOWN,
SIM @ 8" Ø FENDER
PIERHEAD
LINE
TOP OF FILL
1'-0" MAX PILE
CUT OFF
SLOPE 2%
" TOP
PLATE
C
S-503 S-503
EL =
-2' ± MLLW
" THK KEEPER
PLATE, SEE
F/S-503
FACE SHEETS
℄ FENDER PILE AND
EDGE OF KEEPER PLATE
" Ø x
" THK
x 40' LONG
FENDER PILE
10" Ø x 14'
LONG DR 21
HDPE FENDER
SLEEVE
8" Ø FENDER PILE ELEVATION
SCALE: 1" = 1'=0"
E
S-503 S-503
TYP
PIERHEAD
LINE
" TOP PL, SEE
NOTE 7.c. ON G-002
FENDER PILE W/
HDPE SLEEVE
℄ CELL
5/16
8" Ø FENDER PILE
SCALE: 1" = 1'=0"
D
S-101 S-102 S-103 S-503
S
S
E
KEEPER PLATES
SCALE: 1" = 1'=0"
F
S-503 S-503
3" 2"
R
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REFERENCE
NUMBER:
SHEET OF
HGFEDCBA
US ARMY CORPS
OF ENGINEERS
D r a w i n g
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AM#6
R I V
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IF THIS LINE DOES NOT MEASURE
2", ADJUST SCALE ACCORDINGLY.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
15 AUG 2016
AutoCAD SHX Text
AM#6
AutoCAD SHX Text
(1) EDIT HDPE SLEEVE CALLOUTEDIT HDPE SLEEVE CALLOUT
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RCT
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15 AUG 2016
AutoCAD SHX Text
AM#6
AutoCAD SHX Text
(2) CHANGE KEEPER PLATE WIDTHCHANGE KEEPER PLATE WIDTH
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RCT
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| Sheets and Views |
| S-503 FENDER PILE DETAILS I |
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