DSEPA1404S-501-Amendment_3.pdf
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- FY14 Erie Pier Maintenance, Duluth, MN
- Solicitation number
- W911XK-14-B-0006
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S-501 4 of 13
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S-501
D S
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Detroit District of Engineers
US Army Corps
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1 1/2 " 3" 1 1/2 "
6"
/2
/2
/2
1 1/2 " 3" 1 1/2 "
6"
/4
3" 3"
1 1/2 " 3" 1 1/2 "
6"
/2
3" 3"
4"
M A
X
5 1/2 "
M A
X
M A
X
23’-9 7/8 " 23’-9 7/8 "61’-6"
45’-0" 45’-0"
90’-0"
TYP
L6"x6"x1/2"
GALV
PL 1/2"X6"X6-1/4"
REQ’D
S-501
A
S-501
S-501
S-501
S-501
S-501
A
S-501
S-501
S-501
REQUIRED MSE WALL FENDER PLAN
SCALE: 1" =30’-0"
" =1’-0"4
SCALE:
OFFLOAD PLATFORM ELEVATION
" =1’-0"4
SCALE:
SECTION
" =1’-0"4
SCALE:
" =1’-0"1SCALE:
DETAIL
DETAIL
DETAIL
" =1’-0"3SCALE:
DETAIL
" =1’-0"3SCALE:
DETAIL
" =1’-0"3SCALE:
SCALE:1"=1’
1’ 2’
60’
SCALE:1"= 30’
0 30’
SCALE:3/4"=1’
0 1’ 2’ 3’
4’ 8’0 2’
SCALE:1/4"=1’
SCALE: 3"=1’
3" 6" 9" 12"
TYP OF 3
TIMBER FENDER
REQ’D 12"X12"
EXISTING OFFLOADING PLATFORM EXISTING SSP WALL
EXISTING MSE WALL
C PLATFORM
L
TYP OF 3
REQ’D TIMBER FENDER
TYPE J-BARRIERS
EXISTING 32" DOT
14X73 (TYP)
EXISTING HP
TYPE J-BARRIERS
EXISTING 32" DOT
OFFLOAD PLATFORM
EXISTING REINF CONC
GRANULAR BACKFILL
8" BASE COURSE ON
EXISTING HAUL ROAD
STRIPS @ 1.5’ (TYP)
STEEL REINFORCING
EXISTING MSE WALL
EL. +13.0’
SSP WALL EL. +4.03’
EXISTING #4 @ 12" O/C
OFFLOAD PLATFORM
EXISTNG REINF CONC
EXISTING #9 @ 12" O/C
EXISTNG #4 @ 12" O/C
SSP WALL
EXISTING PZ-27
GRANULAR BACKFILL
8" BASE COURSE ON
EXISTING HAUL ROAD
WALL PANEL
EXISTING MSE
STRIP (TYP)
EXISTING REINF
SPACING
EXISTING #6 AT 12"EXISTING #4
EXISTNG #4 @ 12" SPACING
EXISTNG #4
AGGREGATE BACKFILL
EXISTING COMPACTED
EXISTING HANDRAIL
CONC CAP
EXISTING REINF
AT MSE WALL
LIMITS OF REQ’D TIMBER FENDERS
NOTE: HANDRAIL BASEPLATE NOT SHOWN FOR CLARITY
2 REQ’D AT TIMBER SPLICE
SEE DETAIL 3 ON SHEET S-501
TYP OF 7
L3"X3"X1/2" GALV AT 6’-0" C/C
w/NUT AND WASHER
3/4" DIA GALV MACHINE BOLT
TYP
AND FACE OF WALL
COUNTERSINK AT TOP
w/ NUT AND WASHER
3/4" DIA GALV MACHINE BOLT
" GALV2
REQ’D L 3X3X
"4
GOL = 1
" GALV2
REQ’D L 6X6X
"2
GOL = 4
SEE DETAIL 4 ON SHEET S-501
SPLICE
TYP OF 6 - 2 REQ’D AT TIMBER
L6"X6"X1/2" GALV AT 6’-0" C/C
EL. +18.86
TYP OF 3
TIMBER
REQ’D 4"X8"
TYP OF 2
TIMBER
REQ’D 5"X12"
TYP OF 3
TIMBER
REQ’D 12"X12"
TYP OF 2
TIMBER FENDER
REQ’D 5"X12"
FENDER TYP OF 3
REQ’D 4"X8" TIMBER
"16
NOTE: ALL HOLES
"16
NOTE: ALL HOLES
DIA GALVANIZED MACHINE BOLTS PER SPECS.
3. ALL BOLTS CONNECTING STEEL ANGLES TO TIMBERS SHALL BE 3/4"
NHLA INSPECTED AND STAMPED CERTIFIED.
2. TIMBERS TO BE RED OR WHITE OAK, SELECT CAR STOCK OR BETTER
SHALL BE IN SUCH A WAY TO AVOID #4 VERTICAL REINFORCING.
WITH 5/8" DIA X 4-3/4" HILTI KWIK BOLT TZ OR EQUAL. SPACING OF BOLTS
1. ALL TIMBER FENDERS CLIP ANGLES TO BE ANCHORED TO CONCRETE
NOTES:
"16
NOTE: ALL HOLES
SPLICE
2 REQ’D AT TIMBER
SHEET S-501
SEE DETAIL 5 ON
@ 6’-0" C/C
PL 1/2"X6"X6-1/4" GALV
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