Drawings.pdf
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- FY11 Multiple Award Task Order Contract (MATOC) for Maintenance Dredging Support, Great Lakes Districts
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- W911XK-11-R-0018
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LEGEND:
CENTERLINE
SHORE LINE
STATION NORTH EAST
STATION NORTH EAST
315908.702
283765.932
279099.264
270863.819
263760.720
2521190.574
2501326.004
2494379.525
2491065.914
2488659.986
CHANNEL CONTROL DATA
24.0’ DEPTH CONTOUR
CLTP-A
CLTP-B
CLTP-C
CLTP-D
CLTP-E
TOLERANCE DIMENSION LINE
CHANNEL LINE
REQUIRED DREDGING AREA
TO 24.0’ BELOW L.W.D.
315777.289
316040.122
284853.153
283588.531
283346.865
279544.430
279363.135
278167.210
276840.101
270811.725
270915.913
263712.601
263808.838
261194.727
261259.663
259578.122
259633.346
258436.495
258460.960
2521403.211
2520977.925
2501704.050
2501510.220
2500253.926
2495490.450
2494324.021
2494351.426
2493632.205
2491206.629
2490925.199
2488802.048
2488517.924
2487949.204
2487654.480
2487775.232
2487479.463
2487469.122
2487165.103
CHPT-1
CHPT-2
CHPT-4
CHPT-5
CHPT-6
CHPT-7
CHPT-8
CHPT-9
CHPT-11
CHPT-13
CHPT-14
CHPT-15
CHPT-16
CHPT-17
CHPT-18
CHPT-19
CHPT-20
CHPT-21
CHPT-22
CHANNEL CONTROL DATA
MICHIGAN
WISCONSIN
MICHIGAN
N
SCALE = 1"=50 MILES
FRANKFORT
CEDAR
RIVER
WASHINGTON
ISLAND
GLADSTONE
MENOMINEE
MARINETTE
TRAVERSE CITY
STURGEON BAY
ALGOMA
KEWAUNEE
TWO RIVERS
GREEN BAY
OCONTO
PENSAUKEE
L A
K E
M I
C H I
G A
N
LAKE
WINNEBAGO
G R E E
N
B A
Y
BIG
SUAMICO
SHEBOYGAN LOCATION MAP
GREEN BAY HARBOR, WISCONSIN
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
fi
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
L O
C A
T
IO
N M
A P
G E
N E
R A
L P
L A
N
C H
A N
N E
L C
O O
R D
IN
A T
E S
IN
D E
X O
F D
R A
W
IN
G S
G E
N E
R A
L N
O T
E S L
E G
E N
D
G R
E E
N B
A Y H
A R
B O
R
W I.
D-01 1 5
K J
W P J
O W
X K -1
-R -0
A N
S I
D
K J
W
D E
T R
O
IT
D
IS
T R
IC
T
D E
T R
O
IT
M I.
FY11 MATOC
F Y M
A T
O C
GENERAL NOTES:
1. THE REQUIRED MAINTENANCE DREDGING AREA WILL BE BASED UPON
THE 24.0 FT DEPTH CONTOUR RESULTING FROM SURVEYS TAKEN
WITHIN THE UPSTREAM AND DOWNSTREAM LIMITS SHOWN.
2. SOUNDINGS AND DEPTHS ARE REFERENCED TO LOW WATER DATUM, 577.5 FEET ABOVE
MEAN WATER LEVEL AT RIMOUSKI, QUEBEC INTERNATIONAL GREAT LAKES DATUM 1985.
SOUNDINGS ARE SHOWN AS THUS: -20.8
3. GRID SYSTEM BASED ON LAMBERT PROJECTION, WISCONSIN STATE
PLANE COORDINATE SYSTEM, CENTRAL ZONE (4802), 1983 NORTH
AMERICAN DATUM.US SURVEY FOOT
4. DREDGING WORK UNDER THIS CONTRACT FOR THE CONDITIONS SHOWN IS
MARKED REQUIRED.
5. DETAILED DESCRIPTION OF BENCH MARKS AND HORIZONTAL CONTROL
WILL BE PROVIDED BY THE LAKE MICHIGAN AREA OFFICE- KEWAUNEE SUB OFFICE.
6. SEE SHEET 5 OF 5 FOR THE PLACEMENT AREA AT THE BAYPORT DISPOSAL FACILITY.
7. THE CONTRACTOR SHALL VERIFY THE LOCATION OF AUTHORIZED
CROSSINGS IN ACCORDANCE WITH THE SOLICITATION DOCUMENTS.
8. HYDRAULIC DREDGING IS PROHIBITED.
9. PROJECT DEPTHS IN THE DREDGE AREAS ARE 24.0’ BELOW L.W.D.
W D
M g b m a .d g n
F O
R R
E F
E R
E N
C E O
N L
Y
L
M
N
O
P
250691.113 2484240.278
250102.717 2484053.632
247397.991 2484213.542
246845.760 2484003.239
244704.624 2482217.469
Q
COORDINATE TABLE
STA. DESCRIPTION
COORDINATES
NORTHING EASTING
CENTERLINE PT.
DO.
DO.
DO.
261227.180 2487801.839
259605.734 2487627.347
F
G
242164.962 2479044.708
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
REQUIRED DREDGE AREA
Index of Drawings
Title Drawing No.
Green Bay Harbor, WI 1 of 5
FY11 Maintenance Dredging
Location Map, General Plan
Channel Coordinates, Index of Drawings
General Notes, & Legend
Green Bay Harbor, WI 2 of 5
FY11 Maintenance Dredging
Required Dredge Plan Area 2
CS 0+00 to CS 28+50B
& Typical Section
Green Bay Harbor, WI 3 of 5
Required Dredge Plan Area 2
CS 28+50B to CS 57+50B
Green Bay Harbor, WI 4 of 5
Required Dredge Plan Area 2
CS 57+50B to CS 75+00B
Green Bay Harbor, WI. 5 of 5
Bayport Disposal Facility
Government Furnished Transfer Site
TYP. TYPICAL
DREDGE LIMIT LINE
LWD LOW WATER DATUM
EASTING
CS CHANNEL STATION
REQ’D. REQUIRED
270811.725 2491206.629 CH. PT. 13
270915.913 2490925.199 CH. PT. 14
263712.601 2488802.048 CH. PT. 15
263808.838 2488517.924 CH. PT. 16
261194.727 2487949.204 CH. PT. 17
261259.663 2487654.480 CH. PT. 18
600040002000
SCALE OF FEET
U.S. ARMY ENGINEER DISTRICT, DETROIT
0 2000
MI
LTARY
AVE
W E
S T
O
W
R
D
I
V E
V E
L P
V
E
S H
A W
A
E
M A
S
U
S T
A T
E
WEBSTER ST
H U
R L
B U
E
US 41
D O
U S
M
MI.
MI.
MI. 6
MI. 7
MI. 11
MI. 2
MI. 0
MI. 3
MI. 4
MI. 5
MI. 6
MI. 7
MI. 8
MI. 9
MI. 10
DREDGED
MATERIAL
DISPOSAL
AREA
A
S T
M
BROADWAY
PROJECT DEPTH 26 FT.
PROJECT DEPTH 24
FT. PROJECT DEPTH 26 FT.
MI.2
MI
N
MI. 4
MI. 5
GREEN
BAY
GREEN BAY
P O
R L I
E R
M A
S O
N
MONROE
W A
L N
U T
RIVERSIDE DR
FOX RIVER
BAYPORT
DISPOSAL
FACILITY
0+00
I
GOV’T FURNISHED
TRANSFER SITE
NORTHING
GENERAL PLAN
H
I
J
K
256763.307 2486865.182
256118.659 2486103.117
253908.864 2484944.631
252544.318 2484605.198
COORDINATE TABLE
2, 9, E 2, 9, N
N
N
N
N
N
25+00B
0 100 100 200FT
SCALE: 1’’= 100’
DREDGE PLAN
-10
-20
-30
-40
-10
-20
-30
-40
MATERIAL REQ’D TO BE DREDGED
REQ’D PAY PRISM LINE
1.0’ ALLOWABLE PAY
OVERDEPTH PRISM
SIDESLOPE PAYMENT
LIMIT LINE (TYP.)
EXISTING BOTTOM
25’ TD 25’ TD
000 100 200 300 400 500 600
LWD 577.5
C H
A N
N
I
N E C
H A
N N
N E
SECTION NOTES
1. THIS SECTION IS A PICTORIAL REPRESENTATION OF A TYPICAL
AREA WITHIN THE REQUIRED DREDGING AREA.
2. THE ALLOWABLE PAY OVERDEPTH QUANTITY IS COMPUTED
IMMEDIATELY BELOW THE REQUIRED MATERIAL TO BE DREDGED.
OVEREDEPTH DREDGING IS ALLOWED BUT NOT REQUIRED.
3. FOR SIDE SLOPE DREDGING, PAYMENT WILL BE MADE FOR
MATERIALS REMOVED WHICH EXIST ABOVE THE SIDE SLOPE PAYMENT LIMIT
LINE. SIDESLOPE DREDGING IS ALLOWED BUT NOT REQUIRED.
CLT
P-
E
CHTP
-1
O R
L
W
D
R E
Q U I
R
P T
H
SEE SHEET 1 FOR NOTES & LEGEND
TYPICAL SECTION
0+00 5+00B 10+00B 15+00B 20+00B
REQUIRED DEPTH 24.0’ BELOW LWD
CHANNEL LINE
CHANNEL LINE
scale as shown
UPSTREAM LIMIT OF REQUIRED DREDGING
M A
T
H
E
CHPT-
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
fi
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
Q U
IR
E D D
R E
D G
E P
L A
N A
R E
A
C S
T
O C
S
B
T
Y P
IC
A L S
E C
T
IO
N
G R
E E
N B
A Y H
A R
B O
R
W I.
F Y M
A T
O C
D-02 2 5
K J
W P J
O W
X K -1
-R -0
A N
S I
D
K J
W
D E
T R
O
IT
D
IS
T R
IC
T
D E
T R
O
IT
M I.
W D
M g b m a .d g n
2, 0, N
N
N
N
N
0 N
30+00B 35+00B 40+00B 45+00B 50+00B 55+00B
0 100 100 200FT
SCALE: 1’’= 100’
DREDGE PLAN
N
CHANNEL LINE
CHANNEL LINE
M A
T
E
2 M
T
E
SEE SHEET 1 FOR NOTES & LEGEND
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
fi
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
Q U
IR
E D D
R E
D G
E P
L A
N A
R E
A
C S
B T
O C
S
B
G R
E E
N B
A Y H
A R
B O
R
W I.
F Y M
A T
O C
D-03 3 5
K J
W P J
O W
X K -1
-R -0
A N
S I
D
K J
W
D E
T R
O
IT
D
IS
T R
IC
T
D E
T R
O
IT
M I.
g b m a .d g n
W
M
CHPT-13
PROJECT DEPTH 26.0 FEET
E 2, 1, N
N
N
80+00B 85+00B
75+00B60+00B 65+00B 70+00B
REQUIRED DEPTH 24.0’ BELOW LWD
CHPT-14
SEE SHEET 1 FOR NOTES & LEGEND
DOWNSTREAM LIMIT OF REQUIRED DREDGING
0 100 100 200FT
SCALE: 1’’= 100’
DREDGE PLAN
E 2, 1, E 2, 2, N
N
N
CHANNEL LINE
CHANNEL LINE
CLTP-D
M A
T
E
O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
fi
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
Q U
IR
E D D
R E
D G
E P
L A
N A
R E
A
C S
B T
O C
S
B
G R
E E
N B
A Y H
A R
B O
R
W I.
D-04 4 5
K J
W P J
O W
X K -1
-R -0
A N
S I
D
K J
W
D E
T R
O
IT
D
IS
T R
IC
T
D E
T R
O
IT
M I.
F Y M
A T
O C
W D
M g b m a .d
GOVERNMENT FURNISHED
TRANSFER SITE
PT-3
N 263,000
W A L L
W A
L L
W A
L L
WALL
WALL
WALL
WALL
A
PILE
PILE
PILE
PILE
PILE
T A
N K S
TANKS
PIPES
D A
M
R I
V E
R
W A
T E
R E
D G
E
W A T E R
E D
G E
P
P
P
P
P b w a l l
OFFICE BLDG
I - 43
B Y
L S
Y
E
HURLBUT ST
BULK STORAGE
RAILGROUND
W A T E R
E D
G E
TANKS
TANKS
TANKS
FOX RIVER DOCK CO.
TO BAY PORT
DISPOSAL
FACILITY
BOAT SLIP
N 261,000
N 262,000
OFF LOADING AREA
160’
180’
MATC
H
LIN
SE
INSE
T M
AP
NO SCALE
LEGEND:
OFFLOADING, ACCESS, AND
WORK AND STORAGE AREA
1 20+00 TOP OF PROPERTY PIPE 583.83
2 9+95 PK IN POPPEL TREE 586.07
3 12+20 RR SPIKE IN POWER POLE 589.11
4 5+50 586.28
5 7+20 S. BOLT, TOP OF HYD. NW COR. 599.52
BENCH MARKS - DISPOSAL SITE
NO. STATION DESCRIPTION ELEV.
M.H. IN FRONTAGE RD. R/W
NOTES:
REQUIRED PLACEMENT AREA FOR DREDGED MATERIAL
1. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED AS REQUIRED (REQD).
2. ELEVATIONS ARE REFERRED TO MEAN WATER LEVEL AT FATHER
POINT, QUEBEC, CANADA INTERNATIONAL GREAT LAKES DATUM (I.G.L.D.) 1955.
3. SURVEY CONTROL AND BENCH MARK DATA IS AVAILABLE FROM THE DETROIT
DISTRICT, KEWAUNEE SUB OFFICE.
4. GRID SYSTEM IS ON LAMBERT PROJECTION, WISCONSIN STATE PLANE
COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983 (NAD 83).
US SURVEY FOOT
5. THE DOCK OPERATORS, FOR THE DURATION OF THE CONTRACT PERIOD,
SHALL PROVIDE DOCKING SPACE AT NO CHARGE TO THE U.S. ARMY CORPS OF ENGINEERS
ORTHEIR CONTRACTORS FOR THE PURPOSE OF DREDGING AND DISPOSING
OF DREDGED MATERIALS.
6. VEHICULAR EQUIPMENT SHALL BE MAINTAINED TO PREVENT LOSS OF WATER
AND DREDGED MATERIAL WHILE TRAVELING FROM THE TRANSFER AREA TO THE
CONFINEMENT AREA. DREDGED MATERIALS THAT ARE SPILLED
SHALL BE IMMEDIATELY REMOVED AND PLACED IN THE DISPOSAL AREA.
7. ALL EQUIPMENT SHALL BE OPERATED AT SPEEDS THAT PREVENT
DEGRADATION OF RAMPS AND ROADWAYS.
8. HYDRAULIC DISPOSAL IS PROHIBITED.
9. THE CONTRACTOR SHALL ACCESS BAYPORT DISPOSAL FACILITY
FROM MILITARY AVE.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
fi
US Army Corps of Engineers
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
B A
Y P
O R
T D
IS
P O
S A
L F
A C
IL
IT
Y
G O
V E
R N
M E
N T F
U R
N
IS
H E
D T
R A
N S
F E
R S
IT
E
G R
E E
N B
A Y H
A R
B O
R
W I.
F Y M
A T
O C
D-5 5 5
K J
W P J
O W
X K -1
-R -0
A N
S I
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K J
W
D E
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IT
D
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D E
T R
O
IT
M I.
W D
M
S U
B M
IT
T E
D B
Y g b m a .d g n
C
PT-4
BAYPORT DISPOSAL FACILITY1
230’
P R
O P
O S
C E S S
R
O A
D
C O
N S T R
U C T I
O N
S
T
G
A
C
S
I
N V
N
I
N V
A
C
O U T F
A L L
S
I
N V
N
I
N V
P R
O P
O S
C E S S
R
O A
D
C O
N S T R
U C T I
O N
S
T
A
C
M P
A
C
M P
P R
O P
O S
C E S S
R
O A
D
C O
N S T R
U C T I
O N
S
T
A
C
M P
A
C
M P
A
C
M P
A
C
M P
F U T U R E
A
C
M P
A
C
M P
X
X
D R
A I
N A
G E
C
O N T R
O L
S T R
U C T
U
A S S
O C I
A T E
D
P I P I
N G
S E E
P L
E C T I
G
X
2 5
O U T F
A L L
E
X I S T I
N G
POND NO. 4
POND NO. 5
POND NO. 3
POND NO. 2
O U T F
A L L
X
A
C
W
I
N V
E
I
N V
P R
O P E R T
Y
B
O U
N D
A R
Y
I N T E R I
O R
B E R
M S
T
O P
O F
B E R
M
E L
I N T E R I
O R
B E R
M S
T
O P
O F
B E R
M
E L
E X I S T I
A I
N A
G E
C
O N T R
O L
S T R
U C T
U R E
A
C
M P
O U T F
A L L
A
C
W
I
N V
E
I
N V
P R
O P E R T
Y
B
O U
N D
A R
Y
S U R F
A
T
A I
N A
G E
D I T C
H I
N G
T E
M P
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A R
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S
A N
D
F I L T E R
A
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M P
A
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M P
A
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M P
C E
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22’ EASEMENT
250’ EASEMENT
M.H.
M.H.
TELE.
BM #1
BM #3
BM #2
BM #5
BM #4
B
F
E E
N
B
A Y
BERMBERM
275’ EASEMENT
275’ EASEMENT
315’ EASEMENT
ELEV. 590.50
N 268,000
N 269,000
N 270,000
GUY WIRE
M.H.
P R
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L
IN
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PROPERTY
LI
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P R
O P E R T
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L
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M.H.
TELE.
CLAY BERM BUILT
1" I.P.
2"I.P.
P R
O P E R T
Y
L
IN
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PROPERTY LINE
H
H
H
WOODS
I.P.
I.P.
IRON PIN
I.P.
I.P.
I.P.
IRON PIN
IRON PIN
IRON PIN
BASELINE
BASELINE
X
POND NO. 2
0 5
O U T F
A L L
I N
D I C
A T E S
F I
N A L
T
O P S
O I
A D E S
C O
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M E T E R
B E R
M S
T
O P
POND NO. 1
O U T F
A L L
E
X I S T I
N G
C E L L
C E L L
X
X 584.50
X 586.00
X
X
X
584.00 X
0 300 300 600FT
SCALE: 1’’= 300’
NORTH FRONTAGE ROAD
(HURLBUT STREET)
LC
L I T
A
E
A N
S F
T E
CELL 5
ACCESS ROAD
CELL 2
CELL 4
120’
40’
582.00 X
X
P E R I
M E T E R
B E R
M S
T
O P
O F
B E R
M
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P E R I
M E T E R
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M
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M E T E R
B E R
M S
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O P
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B E R
M
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P E R I
M E T E R
B E R
M S
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O P
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M
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B E R
M S
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O P
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M E T E R
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I N T E R I
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I N T E R I
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B E R
M S
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I N T E R I
O R
B E R
M S
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B E R
M
E L
N
E
E
E
E
F E
R E
N
3. BENCH MARK AND HORIZONTAL CONTROL DATA WILL BE
CROSSINGS IN ACCORDANCE WITH THE SOLICITATION DOCUMENTS.
THE SPECIFICATIONS FOR INFORMATION REGARDING REQUIREMENTS
FOR PLACEMENT OF DREDGED MATERIALS WITHIN THE
PROJECTION, MICHIGAN SYSTEM OF STATE PLANE COORDINATES,
7. THE CONTRACTORS ATTENTION IS DIRECTED TO SECTION 35 20 23 OF
1. THE REQUIRED MAINTENANCE DREDGING AREAS WILL BE BASED UPON THE
2. ALL DEPTHS, CONTOURS AND ELEVATIONS ARE REFERRED TO LOW
ABOVE MEAN WATER LEVEL I.G.L.D. 1985. SOUNDINGS ARE SHOWN AS THUS: -20.7.
4. THE GRID COORDINATE SYSTEM SHOWN IS BASED ON THE LAMBERT
6. THE CONTRACTOR SHALL VERIFY THE LOCATION OF AUTHORIZED
GOVERNMENT-FURNISHED DISPOSAL AREA.
UPSTREAM AND DOWNSTREAM LIMITS SHOWN.
23.0 FT. DEPTH CONTOURS RESULTING FROM SURVEYS TAKEN WITHIN THE
5. THE AUTHORIZED DEPTHS FOR GRAND HAVEN HARBOR IN THE AREAS TO
WATER DATUM (L.W.D.) FOR LAKE MICHIGAN ELEVATION 577.5 FT.
BE DREDGED ARE 23.0 FT. BELOW L.W.D.
SOUTH ZONE, 1983 NORTH AMERICAN DATUM, U.S. SURVEY FOOT.
NOTES
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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M A
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R A
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SHEET
IDENTIFICATION
D A
T E
A P
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SHEET OF
fi
US Army Corps of Engineers
U .S
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O R
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’PROVIDED BY THE LAKE MICHIGAN AREA OFFICE.
GRAND HAVEN HARBOR,
MICHIGAN
LEGEND
REQUIRED MAINTENANCE DREDGING AREA
TO 23.0 FT. BELOW L.W.D.
23.0 FT. DEPTH CONTOUR
CHANNEL LINE
CENTER LINE
SHORELINE
ORDINARY HIGH WATER MARK OHWM
LOW WATER DATUM L.W.D.
CHANNEL LINE TURNING POINT 2
CENTER LINE TURNING POINT CL 1
HORIZONTAL CONTROL POINT 29
BENCH MARK B.M. X
T.D. LINE
TYPICAL (TYP)
CROSS SECTION C.S.
REQUIRED REQ,D
PROJECT SITE
MICHIGAN
ILLINOIS
INDIANA OHIO
LAKE SUPERIOR
GEORGIAN
BAY
LA
KE
ERI
CANADA
0 5025 75 100
LAKE HURON
MICHIGAN
LAKE
N
LOCATION MAP SCALE OF MILES
INTERNATIONAL
BOUNDARY
I N T E
RNATI
ONAL
MINNESOTA
SOO
WISCONSIN
SAGINAW
DETROIT NDARY
B O
DULUTH
U
US ARMY CORPS
OF ENGINEERS
DETROIT DISTRICT
MICHIGAN
GREEN BAY
CHICAGO
IOWA
DAVENPORT
CLEVELANDFORT WAYNE
GRAND
HAVEN
F T . A
L O
O R
E L
IN
E
O
N G
0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425 450 475 500 525 550 575 600 625 650-25-50-75-100-125-150-175-200-225-250-275-300-325-350-375-400-425-450-475-500-525-550-575-600-625-650-675-700-725-750-775
-5
-10
-15
-20
-25
-30
-35
-5
-10
-15
-20
-25
-30
-35
S H
O R
E L I
N E
EXSITING SHORELINE (VARIES)-
LANDWARD LIMIT FOR PLACEMENT OF
DREDGED MATERIALS
MOST LANDWARD 12.0 FT. DEPTH CONTOUR -
LAKEWARD LIMIT OF PLACEMENT
NO SCALE
NEARSHORE PLACEMENT AREA
REQUIRED DREDGING AREA
DRAWING INDEX
SHEET TITLESHEET NO.
2 OF 2 DREDGE PLAN
1 OF 2 GENERAL PLAN, LOCATION MAP, NOTES & LEGEND
NOTES:
1. THE ALLOWABLE OVERDEPTH QUANTITY
IS COMPUTED IMMEDIATELY BELOW THE
REQUIRED MATERIALS TO BE DREDGED.
2. FOR SIDE SLOPE DREDGING, PAYMENT
WILL BE MADE FOR MATERIALS REMOVED
WHICH EXIST ABOVE THE SIDE SLOPE
PAYMENT LIMIT LINE SHOWN.
3. THIS SECTION IS A PICTORIAL
REPRESENTATION OF A TYPICAL
AREA WITHIN THE REQUIRED
DREDGING AREA.
R E
Q U
IR
P T
H
.0
F T
B E L
.W .D
L.W.D. =0.0 FT. =577.5 FT.
C CENTERLINE
50 FT.
L
C H
A N
N
IN
E
C H
A N
N
E
50 FT.
REQUIRED PAY
PRISM LINE
MATERIAL REQUIRED TO
BE DREDGED
SIDE SLOPE DREDGING -
ALLOWED BUT NOT REQUIRED (TYP)
SIDE SLOPE PAYMENT
LIMIT LINE
EXISTING BOTTOM
SCALE AS SHOWN
1.0 FT. ALLOWABLE PAY
OVERDEPTH PRISM (TYP)
TYPICAL SECTION A-A
D R
N O
R
A C
H
FY 11 MATOC
SITE PLAN
SCALE:1’’= 400’
200400 400 800FT
GRAND
HAVEN
HARBOR
LAKE MICHIGAN
R
IP
R A
P
L I
G H
T
A
D D
T.P. EAST NORTH
X Y
A
B
CC
DD
12,618,412.21
12,620,508.92
12,620,579.45
CHANNEL LINE T.P.
T.P. EAST NORTH
X Y
12,618,358.07
12,619,845.64
12,620,544.18
CENTER LINE T.P.
573,278.68
573,446.33
573,525.06
573,435.73
573,672.04
573,378.09
573,129.62
N
N
N
E 12,618,000
E 12,618,000
C
C/L B-1
C/L O
C/L 1
Z1
X1
12,618,374.87
12,617,877.92
12,617,251.90
574,160.24
574,089.70
Y1 12,617,458.20
572,303.7012,618,014.6812,618,014.68W1
572,241.00
Y
C
S
C /L
B
X
C/L B-2 12,617,355.02 573,165.64
C H
A N
N E L
L
IN
E
C H
A N
N
N E
C H
A N
N E L
L
IN
E
A
D
D
1A 12,618,437.56 573,438.69
573,140.5112,618,471.241DD
A N
N E L
A N
N E L
L
U P S T R
E
IM
IT
R
E Q
U
IR
E D
G
.0
F T
B
E L
.D
0 100 100 200FT
SCALE: 1’’= 100’
N
50’ T.D.
LINE
50’ T.D.
LINE
EAST NORTH
X Y
HORIZONTAL CONTROL
STATION
COORDINATES
12,618,532.29
12,619,172.56
12,619,594.61
12,619,821.08
12,618,499.29
12,620,250.04
12,620,827.97
31 573,531.93
32 12,618,947.46 573,147.64
33 573,597312
34 573,217.64
35 573,668.12
LIGHT 573,063.72
JAJ 573,295.24
SAR-REB 573,426.67
12,618,428.76
12,620,155.54
573,069.39
573,280.00
C .S . 2
Z
W
DREDGE PLAN
S O
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IDENTIFICATION
D A
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SHEET OF
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A N
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| gbm02a11 |
| gbm03a11 |
| gbm04a11 |
| gbm05a11 |
| ghm01a11 |
| ghm02a11 |
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