09stbayAMEND_5JUN09.pdf
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- Solicitation number
- W911XK-09-B-0006
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09stbayAMEND_5JUN09
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5 4 3 2 1
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C
D
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
9 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
SCALE: 1/16 " = 1’-0"
M A
T C
H L
IN
E
A -A
S E
E S
H E
E T
1425 KEYSTONE AVENUE, LANSING, MICHIGAN 48911
STRUCTURE PLAN - SECTION N SOUTH
S T
A
FRONT WALL >
ANCHOR WALL >
LIMITS OF REQ’D
SPLASH STONE
REQ’D SPLASH STONE (TYP)
REQ’D TIE ROD
(TYP)
REQ’D STEEL PLATE
CONNECTION
(SEE SHEET 16 OF 16)
WAKEFIELD SHEETING
TO BE REMOVED REQ’D SSP WALL
LAND SIDE
CHANNEL SIDE9’-0"
REQ’D TIE ROD
SPA (TYP)
CHIEF, CONTRACT ADMINISTRATION BRANCH
REQ’D ANCHOR WALL
SECTION (TYP)
(SEE REQ’D ANCHOR WALL
PLAN, SHEET 16 OF 16)
L I M
I T
S O
F G
R U
B B
I N
G
A
S N
E E
D E
D
V A
R
IE
S
S
E E
N O
T E
S
57+00
56+00
55+00
54+00
53+00
52+00
51+00
50+00
49+00
48+00
47+00
46+00
45+00
44+00
43+00
42+00
41+00
40+00
39+00
38+00
P.O.E. 57+57
P.O.B. 37+16
10.30
10.29
10.28
10.26
10.25
10.24
10.23
10.21
10.20
10.19
10.17
10.16
10.15
10.14
10.12
10.11
10.09
10.08
10.07
10.06
10.05
10.04
10.30
10.04
* SSP > OFFSET
FROM SURVEY B
END REQ’D SSP
57+55
STATION
SSP >
OFFSET (FT)
LIMITS OF CLEARING,
GRUBBING AND REQ’D
BACKFILL AS NEEDED
SCALE: 1/8 " = 1’-0"
SECTION N
REQUIRED CROSS SECTION
28’-0"
CHANNEL SIDE
12" ANCHOR PILES
@ 4’-0" C TO C
(BOTTOM EL VARIES)
29’-0"
4’-0"
TIE ROD
REQ’D TIE ROD
TOE OF SSP
EL 23.0
EL +4.5
EL +3.0
EL +6.0
EL +3.0
TOE OF SSP
EL 34.0
LAND SIDE SURVEY
BL
9’-0" 18’-0"
CHANNEL
LIMITS
VARIES *
FRONT
WALL
SSP
ANCHOR
WALL
SSP
EL +4.5
REQ’D
BACKFILL
REQ’D
SPLASH
STONE
REQ’D
SSP
PULL & REMOVE ALL
TIMBER PILES &
WAKEFIELD SHEETING
(SEE NOTES)
AT CHANNEL LIMIT
EL 25.3
2’-0"
REQ’D RELOCATED
STONE FILL (SEE SHEET
14 OF 16)
REQ’D
ANCHOR
WALL
SSP
NOTE:
SEE EXCAVATION/BACKFILL CROSS SECTION
ON SHEET 14 OF 16 FOR FURTHER DETAIL.
AT REVETMENT
EL 21.1
5’
AUTH CHANNEL
BOTTOM EL 22.0
APPROX VARIES
DETAIL
NO SCALE
REQ’D SCOUR STONE
250 LB. - 700 LB.
SEE DETAIL
LIMITS OF CLEARING,
GRUBBING (AS NEEDED)
AND REQ’D BACKFILL
NOTE:
1. REQ’D ANCHOR WALL SEGMENTS AND TIE RODS
SHALL BE COVERED WITH BACKFILL TO GRADE.
2. LADDERS SHALL BE INSTALLED AS SHOWN (100 FT
MAX SPACING) ON THE CHANNEL SIDE OF THE REVETMENT.
3. EXCESS STONE FILL SHALL REMAIN ON-SITE AND SHALL
BE SPREAD EVENLY WITHIN THE LIMITS OF SPLASH STONE.
STONE WHICH CANNOT BE RE-USED IN THIS MANNER
SHALL BE STOCKPILED AT THE WORK AND STORAGE
AREA AS DIRECTED BY THE GOVERNMENT’S ON-SITE
REPRESENTATIVE.
4. CONTRACTOR SHALL PULL AND REMOVE ALL FRONT WALL
TIMBER PILES & WAKEFIELD SHEETING TO THE CHANNEL
BOTTOM (EL. 21.1 BELOW LWD). DISPOSAL SHALL BE IN
ACCORDANCE WITH SPECIFICATIONS. THE EXISTING TIMBER
ANCHOR PILES SOUTH OF THE SURVEY BASELINE SHALL BE
REMOVED AS NECESSARY IF THEY INTERFERE WITH ANCHOR
WALL OR TIE ROD PLACEMENT.
5. STONE FILL SHALL BE PLACED APPROXIMATELY 6 INCHES
(MIN) ABOVE TIE RODS. CONTRACTOR SHALL ENSURE
TIE ROD IS PROTECTED DURING SPLASH STONE PLACEMENT.
PVC CONDUIT SHALL BE USED AS SHOWN ON SHEET 16 OF 16
AND AS SPECIFIED. SEE SHEET 14 OF 16 FOR REQUIRED STONE
FILL DETAIL.
6. EXISTING TIE RODS SHALL BE CUT TO APPROX 9 FEET SOUTH
OF WAKEFIELD SHEETING. TIE RODS SHALL NOT BE CUT MORE
THAN 8 FEET IN ADVANCE OF PROPOSED SSP WALL.
SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
7. LIMITS OF CLEARING, GRUBBING AND REQ’D BACKFILL SHALL
BE AS SHOWN OR TO THE TOE OF BERM, WHICHEVER IS LESS.
STURGEON BAY, WISCONSIN
SOUTH REVETMENT REPAIR - SECTION N
STRUCTURE PLAN, SECTION
SOLICITATION NUMBER: W911XK-09-B-0006
1 1 TAKE OUT SCOUR STONE FROM CONTRACT 5/20/09 JS
APPROX EXIST
GRADE
REQ’D 8"
LAYER OF
TOPSOIL
LWD 0.0
EL -3.5
NOTE: CROSS SECTION IS INTENDED
TO SHOW REQ’D EXCAVATION AND BACKFILL
BETWEEN REQ’D TIE RODS. REQ’D TIE
RODS NOT SHOWN FOR CLARITY.
2 REVISED REQUIRED CROSS SECTION 6/5/09
SURVEY BASELINE SURVEY BASELINE
SSP WALL
TOE OF BERM
R E
Q ’D
L A
D D
E R
S T
A
.5
R E
Q ’D
L A
D D
E R
S T
A
.5
R E
Q ’D
L A
D D
E R
S T
A
.5
P .O
.E
S T
A
EL 582.39
1/2 " IRON WITH CAP
ON SURVEY BASELINE
AT STA 58+00
E N
D P
O
IN
T
O F
R E
Q ’D
S S
P
S T
A
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