03stbay_AMEND_5JUN09.pdf
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- Solicitation number
- W911XK-09-B-0006
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D
C
B
A
5 4 3 2 1
A
B
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
3 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
CONTROL
POINT
NORTHING EASTING
77-6
77-5
S E
E S
H E
E T
SECTION N SOUTH REVETMENT
STA 58+00
STA 37+00
2661422.9551365555.5732
2662984.0654364150.9613
2661708.7018365302.8604
2663024.1585364122.8686
1425 KEYSTONE AVENUE, LANSING, MICHIGAN 48911
SITE/SURVEY PLAN - SECTION N SOUTH
SURVEY HORIZONTAL CONTROL POINTS
S T
A
CHIEF, CONTRACT ADMINISTRATION BRANCH
1. STA’S 58+00 AND 37+00 ARE 1/2 " IRONS WITH CAPS SET BY SEG SURVEY TO
ESTABLISH THE SURVEY BASELINE.
2. CONTROL POINT "77-6" IS A BRASS CAP IN A CONCRETE POST APPROX 10.67 FT
FROM THE CHANNEL FACE OF THE WAKEFIELD SHEETING.
3. CONTROL POINT "77-5" IS A BRASS CAP IN A CONCRETE POST APPROX 5.03 FT
FROM CHANNEL SIDE OF THE SSP CAP.
NOTE:
1. EXISTING STONE FILL DESIGNATED FOR RE-USE AS
DIRECTED BY THE GOVERNMENT’S ON-SITE
REPRESENTATIVES SHALL BE STOCKPILED WITHIN
THE WORK AND STORAGE AREA.
2. CONTRACTOR SHALL REMOVE EXISTING
TIMBER ANCHOR PILES AS NECESSARY SOUTH
OF THE SURVEY BASELINE IF THEY INTERFERE
WITH ANCHOR WALL OR TIE ROD PLACEMENT,
OR AS DIRECTED BY THE GOVERNMENT’S ON-SITE
REPRESENTATIVE.
STURGEON BAY, WISCONSIN
SOUTH REVETMENT REPAIR - SECTION N
SITE/SURVEY PLAN,
REPRESENTATIVE CROSS SECTION,
SURVEY HORIZONTAL CONTROL POINTS
SOLICITATION NUMBER: W911XK-09-B-0006
APPROX
EXIST
GRADE
1 REVISED REPRESENTATIVE CROSS SECTION 6/5/09
NOTE: WASHOUT AREAS ARE LOCATED ON
SITE/SURVEY PLANS AND ARE CALLED OUT
AS "VOIDS"
+6.28
+5.39
+5.96
+5.95
+3.68
+3.76 +3.01 +3.31
+3.61
+4.89
+3.65
+1.69 +3.33
+2.66
+3.33
+3.28
+3.46
+4.89
+11.56
+11.4
+11.19
+6.86
+2.63
+3.31
+5.16
+6.38
+11.6
+11.47
+3.26
+2.94
+4.35
+5.38
+6.41
+11.31
+11.58
+11.87
+9.45
+6.22
+5.81
+4.83
+3.36
+2.83
+3.82
+5.94
+11.45
+3.37
+2.65
+2.94
+3.73
+4.61
+4.53
+3.96+5.04+3.97+5.26
+6.02
24.8
25.0
25.3
25.2
25.1
25.5
25.6
25.5
25.0
24.9
24.5
23.4R
21.0R
20.2
24.7
24.9
25.1
25.2
25.1
25.0
25.2
25.7
25.0
25.5
24.0
24.0
22.5R
21.1R
24.3
24.6
24.9
24.9
24.6
25.0
25.2
25.4
25.4
25.1
24.9
23.4R
22.5R
21.7
25.0
25.0
24.0
25.2
25.3
25.5
25.6
25.7
25.0
26.1
24.1R
24.0R
23.0
21.9R
25.0
25.0
24.0
25.2
25.3
25.5
25.6
25.9
25.0
26.2
26.2
24.0
20.0R
22.6
25.3
25.1
24.9
25.4
25.8
25.8
25.5
25.3
25.0
24.8
23.9
22.9R
21.6
20.8
25.8
25.6
25.6
25.4
25.8
25.7
25.6
25.7
25.9
25.3
24.3R
21.4R
21.5
20.5
SURVEY BASELINE SURVEY BASELINE
RIPRAP
RIPRAPRIPRAPRIPRAP
SSP WALL
TOE OF BERM
TOP OF BERM
S S
P W
A L
L
CHANNEL SIDE
LAND SIDE
SOUTH CHANNEL LIMIT SOUTH CHANNEL LIMIT
365459.00362
.1
+4.7+6.0
+5.73
+3.6
+4.9
+7.9
+3.2
+3.2
+5.7
+5.8
EL +5.59
1/2 " IRON WITH CAP
ON SURVEY BASELINE
AT STA 58+00
28’-0"
12" X 12" X 26’
WALE
12" ANCHOR PILES
@ 4’-0" C TO C
BOTTOM EL VARIES
3-6" X 12"
TIMBERS
12" X 12"
WALE
SCALE: 1/8 " = 1’-0"
LAND SIDE CHANNEL SIDE
TRIPLE LAPPED
SHEETING (BOTTOM
EL VARIES)
DETERIORATED
AND SEPARATED
DRAFT BOLT AT EACH PILE
MISSING AND CORRODED
ROTTED AND
DETERIORATED
TIMBER PILES
SECTION N
TIE ROD
REPRESENTATIVE
CROSS SECTION
LWD 0.0
(EL 576.8,
I.G.L.D. 1955)
STONE FILL
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