16STBAY_AMEND_5JUN09.pdf
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- Solicitation number
- W911XK-09-B-0006
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16STBAY_AMEND_5JUN09
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U.S.ARMY ENGINEER DISTRICT
CORPS OF ENGINEERS
Revisions
Symbol Descriptions Date Approved
Designed by:
Drawn by:
Checked by:
Sheet of
DETROIT, MICHIGAN
DLW
DRAWING NUMBER
SCALE :
SUBMITTED TO:
AS SHOWN
16 16
MDW
S A
A
FEY
Y
T
P S
CORPS OF ENGINEERS
DETROIT DISTRICT
Increase Profit...Submit VECP’S
Value Engineering
US Army Corps of Engineers
A DLZ Company
TELEPHONE (517) 393-68OO
GROUP, INC.
SNELL ENVIRONMENTAL
RGW
S T
B A
Y .D
G N
1425 KEYSTONE AVENUE, LANSING, MICHIGAN 489O9
CHIEF, CONTRACT ADMINISTRATION BRANCH
NOTES:
1. ALL STEEL PLATES ARE A36 UNLESS NOTED.
2. ALL STRUCTURAL SHAPES ARE GRADE 50
UNLESS NOTED.
3. ALL BOLTS ARE A325 UNLESS NOTED.
4. DRILLED HOLES 1/16 " OVER NOMINAL
BOLT DIAMETER DO NOT REQUIRE FLAT
WASHERS UNLESS NOTED. ALL OVERSIZE
HOLES REQUIRE FLAT WASHERS UNDER BOLT
OR NUT. ALL FIELD BURNED HOLES SHALL BE
REAMED IN ACCORDANCE WITH THE SPECIFICATIONS.
5. NUT TO BOLT CONNECTION SHALL BE TACK
WELDED AFTER FINAL TIGHTENING AT ALL
LOCATIONS.
6. REQ’D TIE ROD NUT AND ANCHOR PLATE
SHALL BE PER TIE ROD MANUFACTURER’S
SPECIFICATIONS.
7. CONTRACTOR SHALL PLACE STONE FILL
AND SPLASH STONE WITHIN SSP WALLS
UP TO THE SSP ELEVATION.
8. CONTRACTOR SHALL PROTECT TIE ROD
WITH 2 1/2 " DIA PVC CONDUIT IN ACCORDANCE
WITH THE SPECIFICATIONS.
EL + 6.0 FT.
ABOVE LWD
EL + 3.0 FT.
ABOVE LWD
STURGEON BAY, WISCONSIN
SOUTH REVETMENT REPAIR - SECTION N
SECTIONS & DETAILS
SOLICITATION NUMBER: W911XK-09-B-0006
1 REVISED TIE ROD CLEARING LIMITS 6/5/09
REQ’D ANCHOR WALL PLAN
REQ’D TIE ROD SPACING
9’-0" > TO >
3’-0"
(TYP)
REQ’D TIE ROD
2" DIA (TYP)
REQ’D WALE
2-C12 X 30
CHANNELS
REQ’D WALE
2-C12 X 30
CHANNELS
REQ’D ANCHOR WALL
PZ27 SSP ASTM A572
GRADE 50 (TYP)
SCALE: 1" = 1’-0"
REQ’D FRONT WALL
PZ27 SSP ASTM A572
GRADE 50
R E
Q D
O
F
S P
L A
S H
S T
O N
E
S
T O
N E
F I L
L
SSP >
ANCHOR WALL
SSP >
REQ’D
SEPARATOR
PLATE (TYP)
REQ’D
SEPARATOR
PLATE (TYP)
REQ’D SPLICE
PLATE SEE DETAIL
SHEET 15 OF 16
REQ’D
TENSION
BOLT
(TYP)
REQ’D 7/8 " DIA
TENSION BOLT WITH
3" X 3" A36
PLATE WASHER (TYP)
REQ’D
2 1/2 " PVC
CONDUIT
(TYP) REQ’D TIE ROD SPACING
9’-0" > TO >
SCALE: 1" = 1’-0"
REQ’D WALE
2-C12 X 30
CHANNELS
SSP >
REQ’D STEEL PLATE CONNECTION-WEST END
SSP WALL
REQ’D
TIE ROD
REQ’D
SPLASH STONE
REQ’D
W12 X 60
WALE
REQ’D CONNECTION
40’ X 1/2 " THICK
STEEL PLATE
VARIES
P .O
.E
S T
A
SCALE: 1" = 1’-0"
REQ’D STEEL PLATE CONNECTION-EAST END
SSP WALL
SSP >
REQ’D
TIE ROD
(TYP)
REQ’D
SPLASH STONE
REQ’D CONNECTION
16" X 40’ X 1/2 " THICK
STEEL PLATE
REQ’D
W12 X 60
WALE
A
A
P .O
.B
S T
A
SCALE: 1" = 1’-0"
EL +4.0
SECTION A-A
REQ’D
SSP
REQ’D
W12 X 60
WALE
REQ’D 7/8 " DIA A325
BOLT (TYP), 2 AT
EACH SSP WELL
SCALE: 1" = 1’-0"
TIEROD CLEARING LIMITS
M
IN
MIN MIN
6"6"
GRADE (EL VARIES)
REQ’D 2 1/2 " 0
PVC CONDUIT
REQ’D
GEOTEXTILE
REQ’D
GRANULAR
FILL
REQ’D
TIE
ROD
EXC LIMITS
SCALE: 1" = 1’-0"
REQ’D TOP SSP
+6.0 FT ABOVE LWD
REQ’D CONNECTION
40’ X 1/2 " THICK
STEEL PLATE
REQ’D 7/8 " DIA
A325 BOLTS
(TYP)
STEEL P ELEVATION L
B O
L T
S P
A
T
Y P
SSP END
(TYP)
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