FY15_MD__Detroit_RTA_Plans.pdf
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THIER EMPLOYMENT AS REQUIRED BY ER 1110-1-8152
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF
SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS
THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF
WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH
MICHAEL K. O’BRYAN P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
PHILLIP C. ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE
TYPICALTYP
REQUIREDREQ’D
1 8SHEET OF
N
CANADA
MINNESOTA
WISCONSIN
GREEN BAY
MICHIGAN
LANSING
INTERNATIONAL
BOUNDARY
ILLINOIS
CHICAGO
INDIANA
OHIO
LOCATION
PROJECT
IN
TE
R
N A
TI
O N
A L
BOUNDARY
DETROIT
LOCATION MAP
SCALE OF MILES
75 100 of Engineers
US Army Corps
Detroit District
25 500
TOLEDO
LAKE
ERI
E
LAKE
MICHIGAN
LAKE HURON
GEORGIAN
BAY
LAKE SUPERIOR
B
LEGEND
N
PT. MOUILLEE CDF
DREDGE AREA
T E
L E
G R
A P
H
R D
I-
I-
I
F O
T
LAKE ERIE
GROSSE
ISLE
METRO AIRPORT
DETROIT
WAYNE CO.
MONROE CO.
CANADA
DETROI
T
RI
VER
DETROIT
CENTER LINE
INTERNATIONAL BOUNDARY
CHANNEL STATION
CHANNEL LIMIT
DREDGE LIMIT
16.5 FT. DEPTH CONTOUR /
AREA TO16.5 FT BELOW L.W.D
REQUIRED DREDGE
CHANNEL CONTROL POINTS TABLE.
REFER TO SHEET 7 OF 8 FOR THE COORDINATES TABLE AND10.
BELOW L.W.D.
FACILITY ACCESS AND INNER CHANNELS IS 16.5 FT.
THE AUTHORIZED DEPTH FOR THE PTE. MOUILLEE DISPOSAL 9.
CELL CENTER.
EACH MATRIX CELL WAS THEN SELECTED FOR PLOTTING AT THE
BY 15 FT. MATRIX. THE AVERAGE OF SOUNDINGS LOCATED IN
EDITED SINGLE BEAM SOUNDINGS WERE SORTED INTO A 37 FT.8.
DESCRIPTIONS OF BENCHMARKS AND HORIZONTAL CONTROL.
THE DETROIT AREA OFFICE WILL PROVIDE DETAILED 7.
1983 NORTH AMERICAN DATUM, US SURVEY FOOT.
STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (2113),
GRIDS SHOWN ARE BASED ON LAMBERT PROJECTION, MICHIGAN6.
1985). SOUNDINGS ARE SHOWN AS THUS: -20.8
ABOVE MEAN WATER LEVEL AT POINT RIMOUSKI, QUEBEC (I.G.L.D.
WATER DATUM (L.W.D.) FOR LAKE ERIE, ELEVATION 569.2 FT.
ALL SOUNDINGS, DEPTHS AND ELEVATIONS ARE REFERENCED TO LOW5.
CHANNEL LIMITS ARE CONTRACT LIMITS UNLESS OTHERWISE NOTED.4.
TAKEN WITHIN THE UPSTREAM AND DOWNSTREAM LIMITS SHOWN.
CONTOUR OBTAINED FROM THE PRIOR TO DREDGING SOUNDINGS
AREAS WILL BE REVISED TO CONFORM TO THE NEW 16.5 FT DEPTH
HEREINBEFORE. THE REQUIRED AND OPTION MAINTENANCE DREDGING
THE 16.5 FT DEPTH CONTOUR RESULTING FROM THE SURVEYS INDICATED
THE REQUIRED MAINTENANCE DREDGING IS BASED UPON 3.
INNER CHANNEL DECEMBER 2014.
PTE. MOUILLEE ENTRANCE CHANNEL OCTOBER 2014, PTE. MOUILLEE
HYDROGRAPHIC SURVEY MADE BY: DETROIT AREA OFFICE;2.
GENERAL CONDITIONS EXISTING AT THAT TIME.
INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE
RESULTS OF AUTOMATED HYDROGRAPHIC SURVEYS MADE ON THE DATES
THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE 1.
GENERAL NOTES
NO SCALE
VICINITY MAP
U.
S.
T
URNPI
KE
U .S T
U R
N P
IK
E
N O
R T
H D
IX
IE
H
IG
H W
A Y
I-
B R
A N
D O
N R
D
G T
W R .R
LABO RD.
LABO RD.
NEWPORT
REAUME RD.
ROAD
R O
B E
R T S R
D
P O
R T S
U N
L
IG
H T
D
IX
IE
H
IG
H W
A Y
A R
M S
T R
O N
G R
D
A
W S
N RC EEK
RD
R
O M
B L Y R
D
SWAN CREEK
S T
R O
N G R
D
P O
R T S
U N
L
IG
H T
ESTRAL BEACH
CS
GI-001 REAL ESTATE PLAN
FY15 MAINTENANCE DREDGING
8 0F 8RR-101 DETROIT RIVER
DETROIT RIVER, MI
AND CHANNEL CONTROL POINTS
PTE. MOUILLEE CONFINED DISPOSAL FACILITY
FY15 MAINTENANCE DREDGING
DETROIT RIVER
7 OF 8CS-101DETROIT RIVER, MI
AND VEGETATION REMOVAL
OPTIONAL CDF ROAD GRADING
POINTEE MOUILLEE DIKE MAINTENANCE
FY15 MAINTENANCE DREDGING
DETROIT RIVER
6 OF 8CN-105DETROIT RIVER, MI
AND TYPICAL CROSS SECTION
CS 0+00 TO CS 27+70.23
NORTH INNER CHANNEL
DREDGE PLAN
FY15 MAINTENANCE DREDGING
DETROIT RIVER
5 OF 8CN-104DETROIT RIVER, MI
CS 0+00 TO CS 18+8O
SOUTH INNER CHANNEL
DREDGE PLAN
FY15 MAINTENANCE DREDGING
DETROIT RIVER
4 OF 8CN-103DETROIT RIVER, MI
CS 50+00 TO CS 102+59.72
DREDGE PLAN ENTRANCE CHANNEL
FY15 MAINTENANCE DREDGING
DETROIT RIVER
3 OF 8CN-102DETROIT RIVER. MI
CS 0+00 TO CS 50+00
DREDGE PLAN ENTRANCE CHANNEL
FY15 MAINTENANCE DREDGING
DETROIT RIVER
2 OF 8CN-101DETROIT RIVER, MI
AND INDEX OF DRAWINGS
LEGEND, GENERAL NOTES
CONTRACT DREDGING AREAS,
LOCATION MAP, VICINITY MAP,
FY15 MAINTENANCE DREDGING
DETROIT RIVER
1 OF 8GI-001 DETROIT RIVER, MI
DWG NO.SHEET ID. TITLE
INDEX OF DRAWINGS
X
?W
X K -1
-B -0
M A
R
E B /R
M
A J
DETROIT RIVER, MICHIGAN
FY 15 MAINTENANCE DREDGING
G E
N E
R A
L N
O T
E S
IN
D E
X O
F D
R A
W
IN
G S
C O
N T
R A
C T D
R E
D G
IN
G A
R E
A S
L O
C A
T
IO
N M
A P
V
IC
IN
IT
Y M
A P L E
G E
N D
F Y
M
A
IN
T E
N A
N C
E D
R E
D G
IN
G D
E T
R O
IT
R
IV
E R
D E
T R
O
IT
R
IV
E R
M
IC
H
IG
A N
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fi
Detroit District of Engineers
US Army Corps
J
A N
B
C O
E
B
C O
E M
A R
C
E R
T
IF
IE
D F
IN
A L
A
P R
M
A Y
R E
A D
Y T
O A
D V
E R
T
IS
E
NNNN
CONTRACT DREDGING AREAS
CANADA
U.S.A.
100+0050+00
WEST
OUTER
CHANNEL
DETROIT
LIGHT
RIVER
PTE. MOUILLEE
SEE SHEETS 2 AND 3 OF 8
ENTRANCE CHANNEL -
SHEET 4 OF 8
INNER CHANNEL - SEE
PTE MOUILLEE SOUTH
SEE SHEET
CHANNEL
NORTH INNER
PTE MOUILLEE
0+00
2 8SHEET OF
200’0 100’
SCALE:1"=100’
DREDGE PLAN
M A
T C
H L
IN
E T
H
IS
S
H E
E T
M A
T C
H L
IN
E T
H
IS
S
H E
E T
M A
T C
H L
IN
E S
H E
E T
CN-101
X
?W
X K -1
-B -0
M A
R
E B /R
M
A J
E N
T R
A N
C E C
H A
N N
E L C
S
T
O C
S
D R
E D
G E P
L
F Y
M
A
IN
T E
N A
N C
E D
R E
D G
IN
G D
E T
R O
IT
R
IV
E R
D E
T R
O
IT
R
IV
E R
M
IC
H
IG
A N
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fi
Detroit District of Engineers
US Army Corps
J
A N
B
C O
E
B
C O
E M
A R
C
E R
T
IF
IE
D F
IN
A
P R
M
A Y
R E
A D
Y T
O A
D V
E R
T
IS
E
N
18.8
18.8 18.8
18.8
18.8
18.7
18.7
18.7
18.7 18.7
18.7
18.7
18.7 18.7
18.7
18.7 18.7
18.7
18.7
18.7
18.7 18.7
18.7
18.7
18.7 18.6
18.6
18.6
18.6 18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6
18.6 18.6
18.6 18.6
18.6
18.6
18.6
18.6 18.6
18.6 18.6 18.6
18.6
18.6
18.6
18.5
18.5 18.5 18.5
18.5
18.5
18.5
18.5 18.5
18.5 18.5
18.5 18.5
18.5
18.5 18.5
18.5
18.5
18.5 18.5
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18.5 18.5
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18.5 18.5 18.5
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18.5 18.5
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18.5 18.5 18.5
18.5 18.5
18.4
18.4
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18.4 18.4
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18.4 18.4
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18.4 18.4
18.4 18.4 18.4
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18.4 18.4
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18.4 18.4
18.4
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18.4 18.4 18.4 18.4 18.4 18.4
18.4
18.4
18.4 18.4
18.4 18.4
18.4
18.4
18.4
18.4 18.4
18.4 18.4
18.4 18.4
18.3
18.3 18.3
18.3
18.3 18.3
18.3
18.3
18.3
18.3
18.3
18.3 18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3 18.3 18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3 18.3 18.3
18.3
18.3
18.3 18.3
18.3 18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3
18.3 18.3
18.3 18.3
18.3
18.3
18.3
18.3 18.3
18.3
18.3 18.3
18.3
18.3
18.3 18.3
18.3 18.3
18.3
18.3
18.3 18.3
18.3
18.3 18.3
18.3
18.3
18.3 18.3
18.3 18.3
18.3
18.3
18.3
18.3 18.3
18.3
18.3 18.3 18.3 18.3
18.2
18.2
18.2
18.2 18.2
18.2 18.2
18.2 18.2
18.2 18.2
18.2 18.2
18.2
18.2
18.2
18.2 18.2
18.2
18.2 18.2
18.2
18.2
18.2 18.2
18.2
18.2
18.2 18.2
18.2
18.2
18.2
18.2 18.2
18.2
18.2 18.2
18.2
18.2
18.2
18.2
18.2
18.2 18.2
18.2
18.2 18.2
18.2
18.2 18.2 18.2
18.2 18.2
18.2
18.2
18.2
18.2 18.2
18.2
18.2
18.2 18.2
18.2 18.2
18.2
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1 18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1 18.1
18.1
18.1
18.1
18.1 18.1 18.1
18.1
18.1 18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1 18.1
18.1 18.1
18.1 18.1
18.1
18.1
18.1
18.1
18.1 18.1
18.1
18.1
18.1
18.1
18.1 18.1
18.1
18.1
18.1 18.1
18.1
18.1 18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1
18.1 18.1 18.1
18.1
18.1
18.1
18.1
18.1
18.0
18.0
18.0
18.0 18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0 18.0
18.0
18.0 18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0 18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0
18.0 18.0
18.0
18.0
18.0
18.0 18.0
18.0 18.0
18.0
18.0
18.0
18.0
18.0 18.0
18.0
18.0
18.0
18.0
18.0 18.0
18.0 18.0
18.0
18.0
18.0 18.0
18.0
18.0
18.0 18.0
18.0
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9
17.9 17.9
17.9
17.9
17.9
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17.9
17.9 17.9 17.9
17.9 17.9
17.9
17.9
17.9
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17.9
17.9
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17.9
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17.9 17.9
17.9
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17.9 17.9 17.9
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17.9 17.9
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17.9 17.9
17.9
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17.9 17.9
17.9 17.9
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17.9 17.9
17.9
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17.9
17.9
17.8 17.8
17.8 17.8
17.8 17.8 17.8 17.8
17.8
17.8 17.8
17.8
17.8
17.8
17.8
17.8 17.8
17.8 17.8
17.8
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17.8 17.8
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17.8 17.8
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17.8 17.8
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17.6 17.6
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17.5
17.5
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17.5
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17.5
17.5 17.5
17.5 17.5 17.5
17.5 17.5
17.5
17.5 17.5
17.5
17.5 17.5 17.5
17.5
17.5
17.5
17.5 17.5 17.5
17.5
17.5 17.5
17.5
17.5
17.5 17.5
17.5
17.5 17.5
17.5 17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.5
17.4 17.4
17.4
17.4
17.4 17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4 17.4 17.4
17.4
17.4 17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4 17.4
17.4
17.4
17.4
17.4
17.4
17.4 17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4 17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4
17.4 17.4
17.4
17.4
17.4
17.3
17.3 17.3
17.3
17.3
17.3 17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3 17.3
17.3
17.3
17.3
17.3
17.3 17.3
17.3
17.3
17.3
17.3
17.3
17.3 17.3
17.3 17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3
17.3 17.3
17.3 17.3
17.3
17.3 17.3
17.3 17.3
17.3
17.3
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2 17.2 17.2
17.2 17.2
17.2
17.2 17.2
17.2
17.2
17.2
17.2
17.2
17.2 17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2
17.2 17.2 17.2
17.2
17.2
17.2
17.1
17.1 17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1 17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1 17.1
17.1 17.1
17.1 17.1
17.1
17.1
17.1
17.1 17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1 17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.1 17.1
17.1 17.1
17.1
17.0
17.0
17.0
17.0 17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0 17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0 17.0 17.0 17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0 17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0 17.0
16.9
16.9
16.9
16.9
16.9
16.9 16.9
16.9
16.9
16.9
16.9
16.9 16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9 16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9 16.9
16.9
16.9
16.9 16.9 16.9 16.9 16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9 16.9
16.9
16.9
16.9 16.9
16.9
16.9
16.9
16.9
16.9
16.9 16.9
16.9
16.9
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8 16.8
16.8
16.8
16.8
16.8
16.8 16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8 16.8
16.8 16.8
16.8 16.8 16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8 16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8 16.8
16.8
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7 16.7
16.7
16.7
16.7
16.7
16.7 16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7 16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7 16.7
16.7 16.7
16.7
16.7 16.7
16.7
16.7
16.7
16.7
16.7
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6 16.6
16.6
16.6
16.6 16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6 16.6
16.6
16.6
16.6
16.6 16.6
16.6
16.6
16.6 16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6 16.6
16.6
16.6
16.6 16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6 16.6
16.6
16.6
16.6 16.6
16.5
16.5
16.5 16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5 16.5 16.5
16.5
16.5
16.5
16.5 16.5
16.5 16.5
16.5 16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5 16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5 16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5 16.5
16.5
16.5
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4 16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4 16.4 16.4 16.4 16.4 16.4
16.4
16.4
16.4 16.4
16.4 16.4 16.4
16.4
16.4
16.4
16.4 16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4 16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4 16.4
16.4
16.4 16.4 16.4 16.4
16.4
16.3
16.3
16.3
16.3
16.3 16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3 16.3
16.3 16.3
16.3 16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3 16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3 16.3
16.3
16.3
16.3
16.3
16.3 16.3
16.3 16.3 16.3 16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3 16.3
16.3
16.2
16.2
16.2
16.2 16.2
16.2 16.2
16.2
16.2 16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2 16.2
16.2
16.2
16.2
16.2
16.2
16.2 16.2
16.2 16.2
16.2
16.2
16.2 16.2
16.2
16.2
16.2 16.2
16.2
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1 16.1
16.1
16.1 16.1 16.1
16.1
16.1
16.1
16.1
16.1
16.1 16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1 16.1
16.1
16.1 16.1
16.1
16.1
16.1
16.1 16.1 16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1 16.1
16.1 16.1 16.1
16.1
16.1
16.1
16.1 16.1
16.0
16.0
16.0
16.0
16.0 16.0
16.0 16.0 16.0
16.0
16.0
16.0
16.0 16.0
16.0 16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0 16.0
16.0
16.0
16.0 16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0 16.0 16.0
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9 15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9 15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9 15.9
15.9 15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9 15.9
15.8
15.8
15.8 15.8
15.8
15.8 15.8
15.8 15.8 15.8
15.8
15.8
15.8 15.8
15.8
15.8
15.8
15.8
15.8 15.8
15.8 15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8 15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8 15.8
15.7
15.7 15.7
15.7 15.7
15.7 15.7
15.7
15.7 15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7 15.7 15.7
15.7
15.7
15.7
15.7
15.7
15.7 15.7
15.7
15.6
15.6
15.6
15.6
15.6 15.6 15.6
15.6
15.6
15.6 15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6 15.6
15.6
15.6
15.6 15.6
15.6
15.6
15.6 15.6
15.6 15.6 15.6 15.6
15.6
15.6
15.6 15.6
15.6 15.6
15.6
15.6
15.5 15.5
15.5 15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5 15.5
15.5
15.5
15.5
15.5
15.5
15.5 15.5
15.5
15.5
15.5
15.5 15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4 15.4 15.4
15.4
15.4
15.4 15.4 15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4 15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4 15.4
15.4
15.4
15.4 15.4
15.4
15.4
15.4 15.4
15.3
15.3
15.3 15.3
15.3
15.3
15.3 15.3
15.3
15.3
15.3 15.3 15.3
15.3 15.3
15.3
15.3
15.3 15.3
15.3
15.3
15.3 15.3
15.3
15.2
15.2
15.2
15.2
15.2 15.2 15.2
15.2
15.2 15.2
15.2
15.2
15.2
15.2
15.2
15.2 15.2
15.2
15.2 15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2 15.2
15.2 15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.1
15.1
15.1
15.1
15.1 15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1 15.1
15.1
15.1 15.1
15.1 15.1
15.1 15.1
15.1
15.1
15.1
15.1
15.1
15.1 15.1
15.1 15.0
15.0
15.0
15.0
15.0
15.0
15.0
15.0 15.0
15.0
15.0
15.0
15.0 15.0
15.0 15.0 15.0
15.0
15.0
15.0 15.0
15.0
15.0
15.0
15.0
15.0 15.0
15.0
14.9
14.9 14.9
14.9
14.9
14.9 14.9
14.9 14.9
14.9
14.9
14.9
14.9
14.9 14.9
14.9
14.9
14.9
14.9 14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.8
14.8 14.8
14.8 14.8
14.8
14.8
14.8 14.8
14.8 14.8
14.8
14.8
14.8 14.8 14.8
14.8 14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8
14.8 14.8
14.8
14.8
14.8
14.8 14.8
14.8
14.7
14.7 14.7
14.7
14.7 14.7
14.7 14.7
14.7
14.7
14.7 14.7
14.7
14.7 14.7 14.7
14.7 14.7
14.7 14.7
14.7 14.7
14.7
14.7
14.7
14.7
14.6
14.6
14.6 14.6
14.6
14.5 14.5
14.5
14.5
14.5
14.5 14.5
14.5
14.5
14.5 14.5 14.5
14.5
14.5
14.5
14.4
14.4 14.4 14.4 14.4
14.4
14.4
14.4 14.4
14.4
14.4
14.3
14.3 14.3 14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3 14.3
14.3
14.3
14.2
14.2 14.2
14.2
14.1
14.1
14.1
14.1 14.1
14.1
14.1
14.0
14.0
14.0 13.9
13.9
13.9
13.9
13.9 13.9
13.9
13.8
13.8 13.8
13.8
13.7
13.7
13.7
13.6
13.6
13.6
13.6
13.5
13.5
13.5
13.5 13.4
13.4
13.4 13.4
13.3
13.3
13.2
13.2 13.2
13.2 13.2 13.1
13.1
13.0
13.0
13.0
13.0
13.0
13.0
12.9
12.9 12.9
12.9 12.9
12.9 12.9
12.9
12.9
12.9
12.9
12.8
12.8 12.8
12.7 12.6
12.6
12.6 12.6
12.5
12.5
12.5
12.4
12.4
12.4
12.3
12.3
12.2
12.1
12.1
12.1
12.1
12.1 12.1
12.0
11.9
11.9
11.9
11.9
11.8 11.8
11.8 11.7
11.7
11.7
11.6
11.6 11.6
11.6
11.1
11.1
11.1
11.0
10.9
10.8
10.7
30+0030+00
20+00 10+00
0+00
ENTRANCE CHANNEL TO 16.5 FT BELOW LWD
DOWNSTREAM LIMIT OF REQUIRED DREDGING IN
N 187
E
N 186
40+0050+00 35+00
A
CN104
CN104
3 8SHEET OF
200’0 100’
SCALE:1"=100’
DREDGE PLAN
M A
T C
H L
IN
E T
H
IS
S
H E
E T
M A
T C
H L
IN
E T
H
IS
S
H E
E T
M A
T C
H L
IN
E S
H E
E T
CN-102
X
?W
X K -1
-B -0
M A
R
E B /R
M
A J
E N
T R
A N
C E C
H A
N N
E L C
S
T
O C
S
.7
D
R E
D G
E P
L
F Y
M
A
IN
T E
N A
N C
E D
R E
D G
IN
G D
E T
R O
IT
R
IV
E R
D E
T R
O
IT
R
IV
E R
M
IC
H
IG
A N
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fi
Detroit District of Engineers
US Army Corps
J
A N
B
C O
E
B
C O
E M
A R
C
E R
T
IF
IE
D F
IN
A
P R
M
A Y
R E
A D
Y T
O A
D V
E R
T
IS
E
N
18.3
18.3
18.3 18.1
18.1 18.0
18.0 18.0
17.9
17.8 17.7
17.7
17.7
.7
17.7
17.6
17.6
17.6
17.6
17.6
.6
17.5
17.5
.5
17.4
17.4 17.4
17.4 17.4
17.4 17.4
.4
17.4
17.3
17.3
17.3
.3
17.3
17.2 17.2
17.2
17.2
.2
17.2
17.1
17.1 17.1
17.1
17.1
17.1
17.1
17.1
17.1 17.1
17.1
17.1
.1
17.1
17.1
17.0
17.0
.0
17.0
17.0
17.0 17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0
17.0 17.0
17.0
16.9
16.9
16.9 16.9
16.9
16.9 16.9
16.9
16.9
16.9
16.9 16.9
16.9 16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9 16.9
16.9
16.9
16.9
16.9
16.9
16.9 16.9 16.9
16.9
16.9 16.9
16.9
16.9
16.9
16.9 16.9
16.9
.9
16.9
16.9
16.9
16.9 16.9
16.9
16.9
16.8
16.8
16.8
16.8 16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8 16.8
16.8
16.8
16.8
.8
16.8
16.8 16.8
16.8
16.8
16.8
16.8 16.8
16.8 16.8
16.8
16.8
16.8 16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7 16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7 16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7 16.7
16.7
16.7
16.7
16.7
16.7 16.7
16.7
16.7
16.7
16.7
16.7 16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.6
16.6
16.6 16.6
16.6 16.6
16.6 16.6
16.6 16.6 16.6
16.6
16.6 16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6 16.6
16.6
16.6
16.6
16.6
16.6 16.6
16.6
16.6
16.6
16.6
16.6
16.6 16.6
16.6
16.6
16.6
16.6
16.6 16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6 16.6
16.6 16.6
16.6
16.6
16.6 16.6 16.6
16.6
16.5
16.5
16.5
16.5
16.5
16.5
16.5 16.5
16.5 16.5
16.5
16.5
16.5 16.5
16.5
16.5
16.5
16.5
16.5
16.5 16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5 16.5
16.5 16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5 16.5
.5 16.5
16.5
16.5
16.5
16.5
16.5 16.5
16.5
16.5 16.5
16.5
16.5
16.5
16.5
16.5
16.5
16.5 16.5
16.5
16.5
16.5
16.5 16.5
16.5
16.5
16.5 16.5
16.5
16.5
16.4
16.4
16.4
16.4
16.4
16.4 16.4
16.4
16.4 16.4 16.4
16.4
16.4
16.4
16.4
16.4 16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4 16.4
16.4
16.4
16.4 16.4 16.4
16.4 16.4
16.4
16.4
16.4
16.4 16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4 16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4 16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.3
16.3 16.3
16.3 16.3
16.3
16.3
16.3
16.3 16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3 16.3
16.3
16.3
16.3 16.3
16.3
16.3
16.3
16.3 16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3 16.3
16.3
16.3 16.3
16.3
16.3
16.3 16.3
16.3
16.3
16.3 16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2 16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2 16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.2 16.2
16.2
16.2
16.2
16.2
16.2 16.2
16.2
16.2
16.2
16.2
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1 16.1
16.1 16.1
16.1
16.1
16.1
16.1
16.1 16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1 16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.0
16.0
16.0
16.0
16.0
16.0
16.0 16.0
16.0
16.0 16.0
16.0 16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0
16.0 16.0
15.9 15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9 15.9
15.9
15.9
15.9 15.9
15.9
15.9
15.9
15.9
15.9 15.9 15.9
15.9
15.9
15.9
15.9 15.9
15.8
15.8
15.8 15.8 15.8
15.8
15.8
15.8 15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8 15.8
15.8
15.8
15.8 15.8
15.8 15.8
15.8
15.8 15.8
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7 15.7
15.7
15.7
15.7
15.7 15.7 15.7
15.7 15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7 15.7
15.7
15.7
15.7
15.7
15.7
15.6 15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.6 15.6
15.6
15.6
15.6 15.6
15.6 15.6
15.6
15.6
15.6
15.6
15.6
15.6
15.5
15.5
15.5 15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5
15.5 15.5
15.5
15.5
15.5
15.5
15.5
15.5 15.5
15.5
15.5 15.5
15.4
15.4
15.4
15.4
15.4 15.4
15.4 15.4
15.4
15.4
15.4
15.4
15.4
15.4
15.4 15.4
15.4 15.4
15.4 15.4 15.4
15.4
15.4
15.4
15.4
15.4 15.4
15.4
15.4
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3 15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.3 15.3
15.2
15.2 15.2 15.2
15.2
15.2
15.2
15.2
15.2
15.2 15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2 15.2
15.1
15.1
15.1
15.1
15.1 15.1 15.1
15.1
15.1
15.1
15.1
15.1
15.1 15.1
15.1
15.1
15.1
15.1
15.1
15.0
15.0
15.0
15.0
15.0 15.0
15.0
15.0
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.9
14.8
14.8
14.8 14.8
14.8
14.8 14.8
14.8 14
14.7
14.7
14.7
14.7 14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7 14.7
14.6
14.6
14.6 14.6
14.6
14.6
14.6
14.6
14.6
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5 14.5
14.5 14.5
14.4
14.4 14.4
14.4
14.4
14.4 14.4
14.4
14.4
14.4 14.4
14.4
14.4
14.4
14.4
14.4 14.4
14.4
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3 14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.2
14.2
14.2
14.2
14.2 14.2
14.2
14.2
14.1
14.1 14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1 14.1
14.0
14.0
14.0
14.0 14.0
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.7
13.7
13.7
13.7
13.7
13.7
13.7 13.7
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.5
13.5
13.5 13.5
13.5
13.5
13.5
13.5 13.4
13.4
13.4
13.4
13.4 13.4
13.4
13.4
13.4
13.4
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2 13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.1
13.0
13.0
13.0
13.0
13.0
13.0
12.9
12.9
12.9
12.9
12.9
12.9
12.9
12.9 12.9
12.9
12.9
12.9
12.9
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8
12.8 12.8 12.8
12.8
12.7 12.7
12.7
12.7
12.7
12.7
12.7 12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7
12.7 12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.5
12.5 12.5
12.5
12.5
12.5
12.5
12.5
12.5
12.4 12.4
12.4
12.4 12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.3 12.3
12.3
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2
12.2 12.2
12.2
12.2 12.1
12.1 12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.1
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0
12.0 12.0
12.0
11.9
11.9
11.9
11.9 11.9
11.9
11.9
11.9
11.9 11.9 11
11.8
11.8
11.8 11.8
11.7
11.7
11.7
11.7
11.7
11.7
11.7
11.7 11.7
11.7
11.7
11.7
11.7
11.6 11.6
11.6
11.6
11.6
11.6
11.6
11.6
11.6 11.6
11.5
11.5 11.5 11
11.5
11.5
11.5
11.5
11.5
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4
11.4 11.4
11.4
11.3 11.3
11.3
11.3
11.3
11.3
11.3
11.3
11.3 11.3 11.3 11.3 11.3
11.3
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.2
11.1
11.1 11.1
11.1
11.1
11.1
11.1
11.1 11.1
11.1
11.1
11.1
11.1 11.0
11.0
11.0
11.0
11.0
11.0 11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
11.0
10.9
10.9 10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.9
10.8
10.8 10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8
10.8 10.8
10.8
10.8
10.8
10.8
10.8
10.8 10.8
10.8
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7
10.7 10.7
10.7
10.7 10.7
10.7
10.7 10.7
10.6
10.6 10.6
10.6 10.6 10.6
10.6
10.6
10.6
10.6 10
10.6
10.6
10.6 10.6
10.6
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.5
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4
10.4 10.4
10.4
10.4
10.4
10.4
10.4
10.4 10.4
10.4
10.4 10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3
10.3 10.3
10.3
10.3
10.2
10.2 10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.2
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1
10.1 10.1
10.1 10.1
10.1
10.1
10.1
10.0
10.0
10.0
10.0
10.0 10
10.0
9.9 9.9
9.9
9.9
9.9
9.9
9.9 9.8
9.8
9.8
9.8
9.
9.8
9.8
9.8
9.8
9.8
9.
9.8
9.8 9.8
9.
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.7 9.79.7
9.
9.7
9.7
9.79.7
9.
9.7
9.6
9.6
9.
9.6
9.69.6
9.6
9.6
9.6
9.
9.6
9.69.6
9.6
9.5 9.5
9.5
9.59.5
9.5
9.5 9.5
9.5
9.5
9.5
9.5
9.5
9.
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.4
9.
9.
39.
9.3
9.3
9.3
9.3
9.
9.3
9.3
9.3
9.3
9.3
9.3
9.3
9.
9.3
9.3
9.
9.2
9.2
9.2
9.2
9.2
9.
9.1 9.1
9.1
9.1 9.1
9.1
9.0
9.0
9.0
9.0
8.9 8.9
8.9
8.
8.9
8.9 8.8
8.8
8.8
8.
8.8
8.8
8.8
8.8
8.
8.8
8.8
8.
8.6 8.6
8.
8.5
8.5 8.4
8.3
8.3
8.3
8.
8.2 8.2
8.1
8.
8.0
7.9
7.
7.
7.5
7.
7.
7.
7.
7.
6.
6.
6.
6.
6.
6.
6.
6.
6.
5.
5.
5.
5.
4.
4.
M A
T C
H S
H E
E T
102+59.72
90+00 80+00
75+00
E
N 187
E
N 187 000 E
B
M -2
B
E
N 188
M -2
M
ATCH
SHEET
E
N 188
E
M
ATCH SHEET 4
50+0060+0070+00
IN ENTRANCE CHANNEL TO 16.5 FT BELOW LWD
UPSTREAM LIMIT OF REQUIRED DREDGING
P
IL
IN
G S
M A
T C
H S
H E
E
PILING S
PILING G
4 8SHEET OF
200’0 100’
SCALE:1"=100’
DREDGE PLAN
CN-103
X
?W
X K -1
-B -0
M A
R
E B /R
M
A J
PILING T
PILING R
CM - 1
CM - 2
CM - 10
CM - 11
CM - 3
CM - 9
CM - 12
EXISTING NORTH DOLPHIN
EXISTING SOUTH DOLPHIN
C S
T
O C
S
S O
U T
H I
N N
E R C
H A
N N
E L
D R
E D
G E P
L A
N
IN SOUTH INNER CHANNEL TO 16.5 FT BELOW LWD
UPSTREAM LIMIT OF REQUIRED DREDGING
IN SOUTH INNER CHANNEL TO 16.5 FT BELOW LWD
DOWNSTREAM LIMIT OF REQUIRED DREDGING
F Y
M
A
IN
T E
N A
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D G
IN
G D
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2 3
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C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fi
Detroit District of Engineers
US Army Corps
J
A N
B
C O
E
B
C O
E M
A R
C
E R
T
IF
IE
D F
IN
A
P R
M
A Y
R E
A D
Y T
O A
D V
E R
T
IS
E
N
18.5 18.4
18.4
18.4 18.4
18.3
18.2
18.2
18.1
18.1 18.1
18.1 18.0
18.0 18.0
18.0 18.0
17.9
17.9
17.9
17.9
17.9
17.9
17.8
17.8
17.8
17.8
17.7
17.7
17.7
17.7
17.7
17.6
17.6 17.6
17.6 17.6
17.6
17.6 17.6 17.6
17.6
17.5
17.5 17.5
17.5
17.5
17.5 17.5
17.5
17.5
17.5
17.4
17.4
17.4 17.4
17.4
17.4
17.4
17.4
17.4 17.4
17.3
17.3 17.3
17.3 17.3
17.3
17.3
17.3
17.3 17.3
17.3 17.3
17.3
17.3
17.3
17.3
17.2
17.2 17.2
17.2
17.2
17.2
17.2
17.2
17.2 17.2
17.2
17.1
17.1
17.1
17.1
17.1
17.1
17.1
17.0 17.0
17.0
17.0
17.0
17.0
17.0 17.0
17.0
17.0
17.0
17.0
17.0
16.9
16.9
16.9
16.9
16.9
16.9
16.9 16.9
16.9 16.9
16.9
16.9
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.8
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.7
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.5
16.5
16.5
16.5
16.5 16.4
16.4
16.4 16.4
16.4
16.4
16.4 16.4
16.4
16.4
16.4
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3
16.3 16.3
16.2
16.2
16.2
16.2
16.2
16.2
16.2
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1 16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.1
16.0
16.0
16.0 16.0
16.0 16.0
16.0
16.0
16.0
16.0
16.0 16.0
16.0
15.9
15.9
15.9 15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9
15.9 15.9
15.9
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.8
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7
15.7 15.7
15.6
15.6
15.6
15.6 15.6
15.6
15.6
15.6
15.6
15.6
15.6 15.5
15.5 15.5
15.5
15.5
15.5
15.5
15.5
15.5 15.4
15.4 15.4
15.4
15.4
15.4 15.4
15.4
15.4
15.3 15.3
15.3
15.3
15.3
15.3
15.3 15.3
15.3
15.3
15.3
15.3
15.3
15.3
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2
15.2 15.2
15.1 15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1
15.1 15.1
15.0
15.0
15.0
15.0
15.0
14.9
14.9
14.9 14.9 14.9
14.9
14.9
14.9
14.9
14.9
14.9 14.9
14.8
14.8
14.8
14.8
14.8
14.8
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.7
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.6
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.5
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4
14.4 14.4
14.4
14.4
14.4 14.4
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.3
14.2 14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.2
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.1
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
14.0
13.9 13.9
13.9
13.9 13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.9
13.8
13.8 13.8
13.8
13.8
13.8 13.8
13.8
13.8 13.8 13.8
13.8 13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8
13.8 13.8 13.8
13.7
13.7
13.7
13.7
13.7 13.7
13.7 13.7
13.7 13.7
13.7
13.7
13.7 13.7
13.7
13.7 13.7
13.7 13.7
13.7
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6
13.6 13.5
13.5 13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5
13.5 13.5
13.5 13.4
13.4
13.4
13.4
13.4 13.4
13.3
13.3
13.3
13.3
13.3
13.3
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.2
13.1
13.1
13.1
13.1
13.0 13.0
13.0
13.0
13.0
13.0
12.9
12.8
12.8
12.8
12.8
12.8
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.6
12.6
12.5
12.4
12.4
12.4
12.3
12.3
12.3
12.3
12.2
12.2
12.1 12.1
12.1
12.1 12.0
12.0
12.0
11.9
11.9
11.9
11.8
11.8
11.8
11.7
11.7
11.7
11.6
11.6
11.6
11.5
11.5
11.5
11.5
11.4
11.4
11.3
11.3
11.3
11.2
11.2 11.2
11.1
11.1
11.1 11.1
11.1
11.0
11.0
10.9
10.9
10.8
10.8
10.8
10.7 10.7
10.7
10.6
10.6
10.6
10.6
10.6
10.5
10.5
10.5
10.4
10.4 10.4
10.4
10.3
10.2
10.2
10.2
10.1
10.0
10.0
10.0
9.8
9.8
9.7
9.7
9.7
9.7
9.6
9.6
9.6
9.5
9.5
9.3
9.3 9.2
9.1
9.1
9.1
9.0
8.9
8.9
8.88.8
8.8
8.8
8.7
8.6
8.6
8.6
8.3
8.3
8.3
8.28.2
8.1
7.8
7.8
7.8
7.8 7.7
7.5
7.5
7.4
7.4
7.3
7.3
7.2
7.2
7.1 7.1
7.0
7.07.0
6.9
6.9
6.9
6.8
6.8
6.7
6.7
6.7
6.6 6.5
6.4
6.4
6.4
6.4
6.3
6.3 6.3
6.2
6.2 6.1
6.0
6.0
6.0
6.0 6.0
6.0 5.9
5.8
5.8
5.7
5.7
5.65.5
5.4 4.2 3.5
3.3
B
E
N
20+00
10+00
0+00
E
N
M-20
N O
R
TH
IN
N E R C
H A N
N E L
RIPRAP
18+80
M A
T C
H L
IN
E S
H E
E T
0+00
CN101
TYPICAL SECTION A
LIMIT LINE (TYP.)
SIDESLOPE PAYMENT
PAY OVERDEPTH PRISM
1.0 FT. ALLOWABLE
REQ’D PAY PRISM LINEEXISTING BOTTOM
REQ’D MAT’L TO BE DREDGED
.5
B E
L O
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M A
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0+00
5 8SHEET OF
200’0 100’
SCALE:1"=100’
DREDGE PLAN
N
CN-104
X
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S
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.2
D
R E
D G
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N N
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M
A
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E
D A
T E
M A
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D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R fi
Detroit District of Engineers
US Army Corps
J
A N
B
C O
E
B
C O
E M
A R
C
E R
T
IF
IE
D F
IN
A
P R
M
A Y
R E
A D
Y T
O A
D V
E R
T
IS
E
C S
T
O C
S
.2
N
O R
T H I
N N
E R C
H A
N N
E L
O P
T
IO
N D
R E
D G
E P
L A
N
19.3
19.0
18.9 18.9
18.9
18.9 18.8
18.7
18.7
18.6
18.6
18.5
18.4
18.4 18.4
18.3
18.3
18.3
18.2
18.2
18.2 18.2 18.2
18.1
18.1
18.1
18.0
17.9
17.9
17.9 17.8
17.8
17.8
17.8
17.8
17.
17.7
17.
17.
17.6
17.
17.6
17.6
17.6
17.6
17.
17.
17.
6 17.
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17.5
17.5
17.5
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17.
4 17.
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17.4
17.4
17.
4 17.
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17.4
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17.4
17.
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17.3
17.3
17.3
17.
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17.2
17.2
17.2
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17.2
17.2
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1 17.
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17.1
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17.
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17.0
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17.0
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16.9
16.9
16.
16.
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16.9 16.9
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16.9
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16.8
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16.8
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16.8
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16.
16.
16.
16.
16.
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16.8
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16.7
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16.6
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16.4
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16.3
16.3
16.3
16.3
16.
16.
16.
16.
16.
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16.
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16.
16.
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3 16.
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2 16.
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16.2 16.2
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9 15.
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15.9 15.9 15.9
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15.9 15.9
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15.9 15.9
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15.8 15.8 15.8
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15.7 15.7
15.7
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15.7 15.7
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15.7
15.7
15.7
15.7
15.7
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15.6
15.6
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15.
15.
15.6
15.6
15.6
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15.
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15.6
15.6
15.6
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15.5
15.5
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15.
15.
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15.5
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15.
15.5
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15.
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15.
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15.4
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15.
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15.
15.
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15.3
15.3
15.
2 15.
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15.
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15.2
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1 15.
15.
15.
15.
15.1
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15.
15.0
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14.9
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14.9 14.9
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13.9
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13.9 13.
13.8
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13.8
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13.7
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13.
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13.
13.
13.
13.2
13.2
13.
13.
13.2
13.
13.1
13.
13.
13.
13.
13.1
12.9
12.
12.9
12.9
12.
12.
12.
12.
12.7 12.7 12.6
12.
12.
12.
12.
12.
12.4
12.
12.
12.
12.
12.
12.4
12.
12.
12.
12.3
12.
12.
12.
12.2
12.2
12.
12.
12.
12.
12.
12.
12.
11.9
11.9
11.
11.
11.9
11.
11.
11.8
11.
11.8
11.
11.
11.
11.6
11.
11.
11.
11.
11.
11.4
11.
11.
11.
11.3
11.
11.
11.2
11.1
11.1
11.
11.0
10.
10.
10.
10.
10.
10.
10.
10.7
10.
10.
10.
10.
10.
10.
10.4
10.
10.
10.
10.
10.
10.
10.
10.1
10.
10.
10.
10.
10.
10.0
9.9
9.9
9.8
9.8
9.8
9.8
9.8
9.8
9.8
9.7
9.7
9.7
9.7
9.7
9.6
9.6
9.6 9.4
9.4
9.4
9.4
9.4
9.3
9.3
9.3
9.3
9.3
9.3
9.3 9.2
9.2
9.2
9.2
9.1
9.1
8.88.7
8.6
8.6
8.6
8.5
8.5
8.3
8.3
8.2
8.1
8.0
8.0
8.0
8.0
8.0
7.9
7.8
7.8
7.8
7.7
7.7
7.7
7.6
7.6
7.6
7.4
7.4
7.4
7.4
7.3
7.3
7.2
7.1
7.0
7.0 6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.7
6.7
6.6
6.5
6.4
6.4
6.4
6.4
6.3
6.2 6.1
6.1
6.1
6.0
5.8
5.7
5.7
5.7
5.7
5.6
5.6
5.6
5.5
5.5
5.4
5.45.0
5.0
5.0
4.9
4.8
4.8
4.7
4.5
4.4
4.3
4.1
4.0
3.4
3.3
3.2
3.2
2.8
2.5
1.9
1.6
E
D
B
N O
TH
IN
C
A N
N E L
RIPRAP
+0
M-20
RIPRAP
E
+2
4.
N
R
IP
R A P
27+ 70.
M A
T C
H S
H E
E T
CHANNEL D
REDGIN
G T O 1
6.5
FT B
ELOW L
WD
UPSTREAM L
IMIT
OF R
EQUIR
ED IN
NORTH IN
NER
C H
AN
N
EL
D R
ED
G
IN
G T
O 6.
FT
B
ELO
W L
W D
D O
W N
STR
EAM
L
IM
IT
O
F R
EQ
U
IR
ED
IN
N
O R
TH
IN
N
ER
PILING G
PILING H
PILING R
E
PILING Q
PILING P
PILING L
PILING M
PILING N
PILING I
PILING K
M I
D D L E
C
A U S E
W A
Y
WAYNE CO.
MONROE CO.
ROAD
NORTH ACCESS
ROAD GRADING AND STONE PLACEMENT
CLEARING AND GRUBBING PERIMETER DIKE
CELL NO. 3
CONFINEMENT
CELL NO. 2
CONFINEMENT
CELL NO. 1
CONFINEMENT
EASTE
R
N P
ER
IM
ETE
R D
IK
E
W
ES
TE
RN
PERI
M
ETE
R
DI
KE
CELL NO. 4
CONFINEMENT
CELL NO. 5
CONFINEMENT
RO
AD
SO
UTH ACCESS
ACCESS CHANNEL
N O
R T
H I
N N
E R C
H A
N N
E L
P O
IN
T E M
O U
IL
L E E S
T A T E G
A M
E A
R E
A
N
AND STONE PLACEMENT
REQ’D ROAD GRADING
01000 1000 2000FT
SCALE: 1’’= 1000’
-1%
SEE SPECS SECTION 31 11 00 /3.5
VEGITATIONS DISPOSAL
APPROXIMATE LOCATION OF
PER MDOT SPEC SECTION 902
REQUIRED MDOT 21 AA STONES
SEE SPECIFACTIONS SECTION 31 11 00.
TO THE NORTHEAST CORNER OF THE CDF AS INDICATED.
OF THE CDF TO APPROXIMATELY 24,000 LINEAR FEET
PERIMETER DIKE STARTING FROM THE SOUTHWEST CORNER
2. CLEAR AND GRUB ALL VEGIATIONS LOCATED ON THE EASTERN
DIKES AND THE SOUTH ACCESS ROAD AS INDICATED.
1. GRADE THE ROAD AND PLACE STONES ALONG THE CDF PERIMETER
NOTES:
6 8SHEET OF
ESTRAL BEACH
P O I
N
U I L L E E
S T
A
G
E
A
0 800’400’ 2400’2000’1600’1200’
SCALE OF FEET
MICHIGAN
ILLINOIS
INDIANA OHIO
LAKE SUPERIOR
GEORGIAN
BAY
LA
KE
ERI
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
PROJECT
LOCATION
U
US ARMY CORPS
OF ENGINEERS
DETROIT DISTRICT
MICHIGAN
GREEN BAY
HAVEN
GRAND
CHICAGO
IOWA
DAVENPORT
CLEVELANDFORT WAYNE
SIGLER RD.
A
G E
R M
READY RD.
H
U
RON
R
VER
ROCKWOOD
U S
T
U R
N P I
K E
D I
X
G H
W A
Y
R I
V E
R
D R I
V E
HURON
P O
U
N L I
G H
T
LABO RD.
S. HURON
G
.R
G
.R
VICINITY MAP
REAUME
R O
B E
R
LAKE ERIE
MOUILLEE
CREEK
OPTIONAL CDF ROAD GRADING AND VEGETATIONS REMOVAL
CN-106
X
?W
X K -1
-B -0
M A
R
E B /R
M
A J
A N
D V
E G
E T
A T
IO
N S R
E M
O V
A L
O P
T
IO
N A
L C
D F R
O A
D G
R A
D
IN
G
IN
T E M
O U
IL
L E
E D
IK
E M
A
IN
T E
N A
N C
E
F Y
M
A
IN
T E
N A
N C
E D
R E
D G
IN
G D
E T
R O
IT
R
IV
E R
D E
T R
O
IT
R
IV
E R
M
IC
H
IG
A N
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fi
Detroit District of Engineers
US Army Corps
J
A N
B
C O
E
B
C O
E M
A R
C
E R
T
IF
IE
D F
IN
A
P R
M
A Y
R E
A D
Y T
O A
D V
E R
T
IS
E
N
+14
12’
LAKE SIDE
(VARIES)
2-2.5
20# TO 300 # RIPRAP
VEGETATION REMOVAL
LOCATION OF REQ’D
CDF SIDE
9+
(VARIES)
1.75-2.5
WATER OR SAND
3+
0+00LWD
LOCATIO
N
OF R
EQ’
D
VEGETATIO
N
REMOVAL
FE
ET
COVER STONE
1000 # - 3000#
TYPICAL DIKE CROSS SECTION
NTS
5’-0"
ERIE
LAKE
(PUBLIC)
HURON ROAD
F L
O W
S O
U
U S
E W
A Y
P
U B
L I
C
R O
B E
R
A D
WEIR
0+00
10+00
20+00
30+00
18+73
WESTERN PERIMETER DIKE
C A
Z
C
AZ 5°20’32"
C O
N F I
N E
M E
N T
C E L L
N O
M
C
M I
D D
U S
E W
A Y
M
N
N
M
M
M
P O I
N T
R I
P R
A P
RIPRAP
RIPRAP
E
D
R I P
R A P
R I
P R
A P
R I P R
A P
BRUSH
DOCK
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
B R
U S
H B R
U S
H
BRUSH
BRUSH
BRUSH
O S
O S
O
S
W W
DOCK
O.S.
W
BRUSH
RIPRAP
RIPRAP
B
C E
A N
N E
L
C O
N F I
N E
M E
N T
C E
POINTE MOUILLEE STATE GAME AREA
N
BRUSH
LAKE
ERIE
C H
A N
N
Z
L
S
O U T
H
I
N N E R
L NORTH INNER CHANNEL
W E I R
WEST
CHANNEL
AZ1
0’
D E
N N
A
TB 1 186,942.41 13,444,926.20
TB 2 186,294.24 13,444,331.12
TB 3 186,565.94 13,444,035.10
TB 4 186,701.19 13,443,887.75
TB 5 186,789.60 13,443,968.90
TB 6 186,713.28 13,444,170.36
TB 7 187,066.90 13,444,494.94
TB 8 187,079.00 13,444,777.39
DIKE
EASTERN PERIMETER
E
E
E
500 FT
N O R T
H
C
A U S E
W A
Y
TYPICAL SECTIOA A-A
TB2
TB8
TB1
TB7TB6
TB5
TB4
TB3
8SHEET OF
DENN 13,456,430.87 184,996.07
M-20 13,446,060.40 187,955.99
M-200 13,437,966.91 180,916.62
M-201 13,440,426.61 182,472.17
M-202 13,443,142.54 184,756.66
3-52 13,438,886.06 181,436.51
2-32 13,448,075.10 192,494.01
POINT 13,447,748.15 190,037.82
STATION
NUMBER NORTH
COORDINATES
EAST
CONTROL POINTS (G.P.S.)
STATION
NUMBER
COORDINATES
CHANNEL CONTROL DATA
NORTH EAST
A
B
C
D
E
186,331.63 13,455,685.24
185,349.54 13,455,496.89
186,050.15 13,455,020.04
185,853.67 13,454,982.92
187,795.28 13,445,778.90
187,614.48 13,445,658.54
187,972.58 13,445,644.21
187,559.37 13,445,492.64
187,784.10 13,445,427.46
183,793.59 13,442,035.27
184,429.79 13,442,347.85
183,781.51 13,441,752.67
184,417.72 13,442,065.25
183,916.78 13,441,605.34
13,445,770.01
189,727.07 13,445,592.69
189,711.17 13,446,026.20
190,469.10 13,445,936.62
190,300.89 13,446,299.54
185,840.59 13,455,591.07
187,741.62 13,445,524.21
183,713.88 13,441,826.34
190,435.46 13,446,009.21
189,759.27 13,445,695.79
189,451.88
OFFLOADING PLATFORMS
CS-101
D R
D F
Y
C S .d g n
X
?W
X K -1
-B -0
M A
R
E B /R
M
A J
P T
E
M O
U
IL
L E
E C
O N
F
IN
E D D
IS
P O
S A
L F
A C
IL
IT
Y
F Y
M
A
IN
T E
N A
N C
E D
R E
D G
IN
G D
E T
R O
IT
R
IV
E R
D E
T R
O
IT
R
IV
E R
M
IC
H
IG
A N
STORAGE AT THE SITE IS NOT ALLOWED AFTER THE REQUIRED CONTRACT COMPLETION DATE.
EQUIPMENT STORED ONSITE DURING THE CONTRACT. CONTRACTOR MATERIALS AND EQUIPMENT
THE GOVERNMENT IS NOT RESPONSIBLE FOR SECURITY OF CONTRACTOR MATERIALS AND
5. THE SOUTH CAUSEWAY AND STATE GAME AREA ARE ACTIVE FISHING AND HUNTING AREAS.
GATE MUST REMAIN LOCKED AT ALL TIMES.
LAND USING THE SOUTH CAUSEWAY ACCESS ROAD VIA ROBERTS ROAD. THE SOUTH ACCESS
CONTRACT. THE CONTRACTOR IS AUTHORIZED TO ACCESS THE DIPOSAL FACILITY FROM
CAUSWEAY, MIDDLE CAUSEWAY, OR STATE GAME AREA WHILE PERFORMING WORK UNDER THIS
PERIMETER DIKES. THE CONTRACTOR IS NOT AUTHORIZED TO USE OR ACCESS THE NORTH
4. THE DISPOSAL FACILITY CONSISTS OF THE CELLS WITHIN, AND INCLUDING, THE
DIKE, BETWEEN CELL 2 AND CELL 3.
3. DISPOSAL OF DREDGE MATERIAL ALONG THE SOUTHERN
EL. +13 ABOVE L.W.D.
NOT EXCEED 1 FOOT BELOW THE TOP OF THE PERIMETER DIKES,
2. THE MAXIMUM ELEVATION OF DREDGED MATERIALS SHALL
1. ALL MATERIAL SHALL BE PLACED IN CELL#3.
NOTES:
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fi
Detroit District of Engineers
US Army Corps
J
A N
B
C O
E
B
C O
E M
A R
C
E R
T
IF
IE
D F
IN
A
P R
M
A Y
R E
A D
Y T
O A
D V
E R
T
IS
E
SOUTH ACCESS GATE
CELL #3
LIMITS OF DISPOSAL
DISPOSAL AREA
LEGEND
PTE. MOUILLEE CONFINED DISPOSAL FACILITY PLAN
0300’600’ 500’ 1000’250’
SCALE 1" = 600’-0"
L E
G R
A
I-
I-
I
F O
N
LAKE ERIE
DREDGE AREA
GROSSE
ISLE
METRO AIRPORT
DETROIT
WAYNE CO.
MONROE CO.
CANADA
DETROI
T
RI
VER
DETROIT
PT. MOUILLEE CDF
U.
S.
T
URNPI
KE
U .S T
U R
N P
IK
E
N O
R T
H D
IX
IE
H
IG
H W
A Y
I-
B R
A N
D O
N R
D
G T
W R .R
LABO RD.
LABO RD.
NEWPORT
REAUME RD.
ROAD
R O
B E
R T S R
D
P O
R T S
U N
L
IG
H T
D
IX
IE
H
IG
H W
A Y
A R
M S
T R
O N
G R
D
A
W
N RC EEK
RD
R
O M
B L Y R
D
SWAN CREEK
S T
R O
N G R
D
P O
R T S
U N
L
IG
H T
ESTRAL BEACH
(PUBLIC)
HURON ROAD
CONFINEMENT CELL NO. 4
C O
N F I
N E
M E
N T
C E
F L
O W
S O
U
U S
E W
A Y
P
U B
L I
C
R O
B E
R
A D
WEIR
10+00
20+00
30+00
EASTERN PERIMETER DIKE
WESTERN PERIMETER DIKE
CONFINEMENT CELL NO. 5
M I
D D
U S
E W
A Y
N
N
R I
P R
A P
RIPRAP
RIPRAP
E
R I P
R A P
R I
P R
A P
R I P R
A P
BRUSH
DOCK
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
B R
U S
H B R
U S
H
BRUSH
BRUSH
BRUSH
O S
O S
O
S
W W
DOCK
O.S.
W
BRUSH
RIPRAP
RIPRAP
C O
N F I
N E
M E
N T
C E
POINTE MOUILLEE STATE GAME AREA
N
BRUSH
LAKE
ERIE
D E
N N
CONFINEMENT CELL NO. 3
0+00
E
E
500 FT
MINNESOTA
WISCONSIN
GREEN BAY
MICHIGAN
LANSING
INTERNATIONAL
BOUNDARY
ILLINOIS
CHICAGO
INDIANA
OHIO
LOCATION
PROJECT
IN
TE
R
N A
TI
O N
A L
BOUNDARY
DETROIT
LOCATION MAP
SCALE OF MILES
75 100 of Engineers
US Army Corps
Detroit District
25 500
TOLEDO
LAKE
ERI
E
LAKE
MICHIGAN
LAKE HURON
GEORGIAN
BAY
LAKE SUPERIOR
VICINITY MAP
NO SCALE
N O R T
H
C
A U S E
W A
Y
TYPICAL SECTIOA A-A
8SHEET OF 8
RR-101
D R
D F
Y
R R
.d g n
X
?W
X K -1
-B -0
M A
R
E B /R
M
A J
R E
A L E
S T
A T
E P
L A
N
F Y
M
A
IN
T E
N A
N C
E D
R E
D G
IN
G D
E T
R O
IT
R
IV
E R
D E
T R
O
IT
R
IV
E R
M
IC
H
IG
A N
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fi
Detroit District of Engineers
US Army Corps
J
A N
B
C O
E
B
C O
E M
A R
C
E R
T
IF
IE
D F
IN
A
P R
M
A Y
R E
A D
Y T
O A
D V
E R
T
IS
E
B
SOUTH ACCESS GATE
CELL #3
LIMITS OF DISPOSAL
DISPOSAL AREA
LEGEND
NNNN
CONTRACT DREDGING AREAS
CANADA
U.S.A.
100+0050+00
WEST
OUTER
CHANNEL
DETROIT
LIGHT
RIVER
PTE. MOUILLEE
SEE SHEETS 2 AND 3 OF 8
ENTRANCE CHANNEL -
SHEET 4 OF 8
INNER CHANNEL - SEE
PTE MOUILLEE SOUTH
SEE SHEET
CHANNEL
NORTH INNER
PTE MOUILLEE
0+00
0300’600’ 500’ 1000’250’
SCALE 1" = 600’-0"
REAL ESTATE PLAN
| DRDFY1501GI001B-Default-000 |
| DRDFY1502CN101B-Default-000 |
| DRDFY1503CN102B-Default-000 |
| DRDFY1504CN103B-Default-000 |
| DRDFY1505CN104B-Default-000 |
| DRDFY1506CN105B-Default-000 |
| DRDFY1507CN106B-Default-000 |
| DRDFY1508RR010B-Default-000 |
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