Plan-Drawings_St_Joseph_Harbor.pdf
PDF 2 MB Posted
- Solicitation number
- W911XK-16-B-0001
About this file
Plans/Drawing FY16 M/D St. Joseph (Inner) Harbor
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Abstract_of_Bids_W911XK-16-B-0001.pdf | ||
| Specifications_FY16_MD_St._Joseph_Harbor_Inner.pdf | ||
| W911XK-16-B-0001.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
N
TYPICAL CROSS SECTION
VERTICAL SCALE: 1"=5'
HORIZONTAL SCALE: 1"=20'
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
APPROXIMATE SCALE: 1" = 100 MILES
LOCATION MAP
OHIO
INDIANA
ILLINOIS
TOLEDO
ST. JOSEPH
E
RIE
LAKE
MICHIGAN DETROIT
MILWAUKEE
AREA
PROJECT
WISCONSIN
LEXINGTON
SAGINAW
SHEBOYGAN
SANILAC
BAY CITY
BAY PORT
MANISTEE
FY16 MAINTENANCE DREDGING
ST. JOSEPH HARBOR (INNER), MI
KEWAUNEE
M
IC
H
IG
A N
MICHIGAN LAKE HURON
LA
K E
U .S
RIP-RAP
R
IP
R A
P R
IP
R A
P
RIP-RAP
R
IP
-R
A P
RIP-RAP
R
IP
R
A P
MAIN STREET
MAI
N
STREET
I N
D U
S T
R I A
L
A V
E N
U E
M O
R R
IS
O
C H
A N
N E
L
S T . J
O S E P
R
IV
E R
AW
AW
IV
E R
RIP-RAP
RIP-RAP
R.R. (ABANDONED)
RIP-RAP
RIP-RAP
R I V
E R
V I E
W
D
I V
E
P O R T
S T R E E T
W A
Y N E
S T
C H
U R C
H
S T
R .R . (A
B A
N D
O N
E D
R .R (A
B A N
D O
N E D
C
R R
R
IP
-R
A P
RIP-RAP
RIP-RAP
RIP-RAP
R
IP
R
A P
U .S
C.
O.
R
R.
RR.
(ABANDONED)
R R (A
B
AN
D O
N
ED
RIP-RAP
RIP-RAP
R
IP
R
A P
RI
P-
RAP
P O R T
S T R E E T
L A
K E
B L
V D
S H
IP
S T R E E T
P L E
A S
A N T
S T R E E T
S T
A T
S
LAKE MICHIGAN
R
IP
-R
A P
BOUNDARY
MICHIGAN
INTE
RNATIONAL
MARIE
SAULT ST.
LITTLE LAKE
CANADA
T.P. EAST NORTH
X Y
CHANNEL LINE T.P.
23-A
36-A
TB-2
TB-3
12,550,274.71 230,442.84
12,550,506.19 230,367.29
12,550,559.42 230,332.78
12,550,606.81 230,326.50
12,551,066.12 230,387.91
12,551,929.24 230,612.93
12,552,550.19 230,773.79
12,553,243.99 230,808.59
12,553,540.23 230,895.59
12,550,256.82 230,228.37
12,550,407.60 230,295.32
12,550,459.98 230,288.39
12,550,627.35 230,180.90
12,550,974.26 230,136.87
12,551,794.52 230,319.96
12,551,931.69 230,297.31
12,552,169.36 230,151.82
12,552,268.56 230,313.86
12,551,991.36 230,483.55
12,552,013.74 230,520.27
12,552,652.30 230,698.81
12,553,257.46 230,729.17
12,553,562.77 230,818.83
12,551,452.36 230,981.58
12,551,549.45 231,005.81
12,550,901.09 230,146.16
230,344.35
PT. D
PT. E 12,551,789.02
PT. F
PT. G
PT. H
PT. I
12,551,944.74
12,551,997.33
12,551,984.28
12,552,083.47
230,318.63
230,286.44
230,265.12
230,427.16
T.P. EAST NORTH
X Y
CENTER LINE T.P.
CL-3
CL-4
CL-6
CL-5
CL-7
CL-8
CL-9
CL-10
CL-7A
12,550,265.77 230,335.61
12,550,617.08
12,550,488.32 230,337.16
230,253.70
12,551,020.19 230,262.39
12,551,863.28 230,450.57
12,551,971.49 230,566.60
12,552,573.43 230,734.91
12,553,250.73 230,768.88
12,552,218.96 230,232.84
CL-11 12,553,551.50 230,857.27
VARIES
ACCORDANCE WITH THE SOLICITATION DOCUMENTS.
8. THE CONTRACTOR SHALL VERIFY THE LOCATION OF AUTHORIZED CROSSINGS IN
MARKS AND HORIZONTAL CONTROL.
7. THE LAKE MICHIGAN AREA OFFICE WILL PROVIDE DETAILED DESCRIPTION OF BENCH
FOOT.
COORDINATE SYSTEM, SOUTH ZONE (2113), 1983 NORTH AMERICAN DATUM. US SURVEY
6. GRIDS SHOWN ARE BASED ON LAMBERT PROJECTION, MICHIGAN STATE PLANE
RIMOUSKI, QUEBEC (I.G.L.D. 1985).
(L.W.D.) FOR LAKE MICHIGAN, ELEVATION 577.5 FT ABOVE MEAN WATER LEVEL AT
5. ALL SOUNDINGS, DEPTHS AND ELEVATIONS ARE REFERENCED TO LOW WATER DATUM
SOUNDINGS TAKEN WITHIN THE LIMITS OF DREDGING SHOWN.
NEW 21.0 FT AND 18 FT DEPTH CONTOURS OBTAINED FROM THE PRIOR TO DREDGING
THE REQUIRED MAINTENANCE DREDGING AREA WILL BE REVISEDTO CONFORM TO THE
CONTOURS RESULTING FROM THE SURVEY INDICATED HEREINBEFORE.
4. THE REQUIRED MANTENANCE DREDGING AREA IS BASED UPON THE 21.O FT. AND 18 FT. DEPTH
MARKED REQUIRED (REQ'D)
3. DREDGING WORK UNDER THIS CONTRACT FOR THE CONDITIONS SHOWN IS
DATE OF SURVEY FOR SHEET CN102 - MAY 2015
DATE OF SURVEY FOR SHEET CN101 - APRIL 2015
LAKE MICHIGAN AREA OFFICE
2. HYDROGRAPHIC SURVEY MADE BY:
AT THAT TIME.
CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING
OF AUTOMATED HYDROGRAPHIC SURVEYS MADE ON THE DATES INDICATED AND
1. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENT THE RESULTS
GENERAL NOTES
Real Estate Plan
FY16 Maintenance Dredging
5 of 5RR101St. Joseph Harbor (Inner), MI
Placement Plan
FY16 Maintenance Dredging
4 of 5CN103St. Joseph Harbor (Inner), MI
Dredge Plan - Option 1 and Option 2
FY16 Maintenance Dredging
CN102 3 of 5St. Joseph Harbor (Inner), MI
Dredge Plan- Required and Option 1
FY16 Maintenance Dredging
CN101 2 of 5St. Joseph Harbor (Inner), MI
Tables
General Notes, and Coordinate
Section, Index of Drawings, Legend, Notes, Typical cross
Location Map, Vicinity Map , FY16 Maintenance Dredging
St. Joseph Harbor (Inner), MI GI001 1of 5
NUMBER
SHEET ID SHEET TITLE
Index of Drawings
GI001
J H
F Y
M D
G I0
.D
G N
SHEET 1 OF 5
S
A AF
E
Y
Y
T
P S
C O
R
F
G
IN
E E
R S
D E
T R
IT
IS
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a lu e n g in e e r in g
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
W M
W
X K -1
-B -0
E B
A J
M
A R
P R
O S
S
A N
D C
O O
R D
IN
A T
E T
A B
L E
S C
R O
S S S
E C
T
IO
N I
N D
E X O
F D
R A
W
IN
G S
L E
G E
N D
G E
N E
R A
L N
O T
E S T
Y P
IC
A L
C A
T
IO
N M
A P
V
IC
IN
IT
Y M
A P
F Y
M
A
IN
T E
N A
N C
E D
R E
D G
IN
G S
T J
O S
E P
H H
A R
B O
R
IN
N E
R
S T J
O S
E P
H
M
IC
H
IG
A N
B E
R R
IE
N C
O U
N T
Y
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
Detroit District of Engineers
US Army Corps
O
C T
B
C O
E
B
C O
E
J
A N
B
C O
E B
A C
K C
H E
C K
J
A N
F
E B
C E
R T
IF
IE
D F
IN
M
A R
C E
R T
IF
IE
D F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E
BUT NOT REQUIRED (TYP.)
SIDE SLOPE DREDGING ALLOWED
BUT NOT REQUIRED (TYP.)
SIDE SLOPE DREDGING ALLOWED
C H
A N
N E
L L
IN
E
EXISTING BOTTOM
REQUIRED MATERIAL TO BE DREDGED
REQUIRED PAY PRISM LINE
1.0 FT. ALLOWABLE PAY OVERDEPTHLIMIT LINE (TYP.)
SIDE SLOPE PAYMENT
L.W.D. = 577.5 FT.
C H
A N
N E
L L
IN
E
R E
Q U
IR
E D D
E P
T H
LEGEND
HORIZONAL CONTROL POINT (GPS)
CHANNEL LINE CONTROL POINT
HORIZONAL CONTROL POINT
DREDGE LIMIT LINE
CENTER LINE
LIGHT
OPTION 2 MAINTENANCE DREDGING
REQUIRED MAINTENANCE DREDGING
OPTION 1 MAINTENANCE DREDGING
AREA TO 21 FT. BELOW L.W.D.
18.0 FT. DEPTH CONTOUR
21.0 FT. DEPTH CONTOUR
REQUIRED MAINTENANCE DREDGING
AREA 1 TO 18 FT. BELOW L.W.D.
TO 21 FT. BELOW L.W.D.
AREA 2 TO 18 FT. BELOW L.W.D.
AREA 3 TO 21 FT. BELOW L.W.D.
OPTION 1 MAINTENANCE DREDGING
DREDGE AREAS
ST.JOSEPH HARBOR VICINITY MAP
28.6
29.3
28.8 25.6
26.4
27.7
26.1
26.1
27.8
28.0
26.2
26.9
27.8
28.1
26.9
26.1
26.9
26.3
27.0 27.4
26.8
25.6
26.9
26.0
24.4
25.4
25.1
24.9
25.0
24.4
24.9 25.2
24.4
24.7
24.5
25.5
25.2
25.0
24.7 24.4 24.9 25.1
23.3
23.7
23.7
23.7
23.9
24.2
23.1
24.2 23.4
23.1
23.8
23.6
23.7 23.2
23.7 23.7
23.3
23.3
23.1
23.5 23.2
23.4
23.4
23.2
23.1
23.2
23.5
23.7 23.2 24.0 23.9 23.1
23.7 23.6
23.5
23.5
23.2
23.9
24.1
23.7 23.6
23.4
23.6 23.1
23.1
23.8
23.9
24.3 23.5
23.3
23.3
23.1
23.5 23.7 23.7 23.7 23.4 23.4 23.7
24.2 23.2
23.9
24.1
23.6
23.1 23.2 23.5 24.0
23.8 23.1 23.2
23.1 23.3
23.6
23.7
23.7
23.4
20.9
22.6
22.0
21.5
22.1
22.3
22.6
23.0
22.8
22.9
23.0
22.1
20.5
22.5
22.0
21.2
21.7
21.5
21.9
21.6
21.1
21.6
21.9
22.2
22.5
22.2
21.3
21.6
21.2
21.1
21.2
21.1
21.4
21.9
22.4
21.9
22.0
21.7
21.9
22.2
21.9
22.3
22.4
21.0
21.8
21.1
21.0
21.2
21.5
21.9
22.6
22.3
21.7
22.4
23.0
23.0
22.8
22.8
22.4
22.0
22.1
22.1
20.5
22.6
22.5 21.7 21.1 21.6 21.3 21.8 22.3 23.0
22.9 22.1 21.8 22.7 22.9 22.7 21.7 21.0 21.1 21.2 21.2 21.0 20.8
20.8
20.8
21.2
21.6
21.9
22.7
21.7
21.2
21.9
22.2
22.1
21.7
21.8
22.2
21.5
20.5
20.8
21.8
22.4
22.9
20.5 21.5
21.6 21.6 21.9 22.0 21.7 21.8 21.6 21.6 21.2 21.2 21.4 21.6 22.1 21.6 21.1 21.3 21.4 22.0
22.4 21.7 21.4
20.7 20.8
20.9
21.2
21.3
22.1
22.5
22.0
21.3
21.1
21.8
22.0
21.3
21.1
21.2
21.0
21.0
21.4
21.7
21.8
21.5
21.4
21.5
20.8 21.7 21.5 21.7 20.8 21.3 21.4 21.2 20.8 21.1 21.5 21.5 21.6 21.7 21.9 22.0 21.6 21.9
21.3 21.5
21.1 20.7 21.1
21.0
21.9
22.3
22.0
21.6
21.6
21.9
22.2
22.9
22.7
22.1
22.5
22.2
21.5
21.2
21.4
21.3
21.2
21.3
21.5
21.2
21.0 21.0
21.0 20.8 20.9 21.2 21.9 22.3
21.8
21.9 21.9 21.7
21.5 21.9
22.2 22.2 21.5
21.6 21.6
21.5
21.1 21.3
20.9
20.9
20.5
20.9
21.6
21.3
21.9
21.7
22.1
21.9
21.3
21.2
21.3
21.2
21.3
21.4
21.3
21.3
21.4
21.3
21.1
20.9
20.9
21.6 22.3
22.5 22.0 22.0 21.6 21.5 22.1 22.4 22.8
22.7 22.9 22.2 22.3 21.6 21.7 21.6 21.4 21.8 21.6 21.0
21.2 20.8
20.8
21.0
21.0
21.0
21.3
21.8
22.4
23.0
22.8
22.1
22.7
22.9
22.5
21.0 21.3 22.1
23.0
22.9
22.5 22.7
23.0 22.1 21.2 20.6
20.8 20.9
20.9 20.7
21.7
22.2
21.1
21.3
21.7
22.0
21.5
21.1
21.7
22.4
22.9
22.4
22.0
22.4
22.2
21.9
21.9
20.8 20.6 22.3 22.6 22.9 22.5 22.6
22.7 22.0 22.4 23.0
22.2 21.5 21.2 21.3 22.0
22.0 22.4
22.1
21.0 20.7
21.3
22.1
22.6
22.3
22.4
21.4
21.1
21.3
21.6
22.0
22.4
22.6
22.6
23.0
22.4
21.6
21.2
21.5
21.4
21.8
21.2
20.9
20.9
20.6 20.9 21.3 21.7 21.9 22.0
21.9 21.8 21.9 21.4 22.2
22.9 23.0
23.0 21.9 21.2 21.0 20.5 20.7
20.9
20.7 21.3
21.6 21.5
21.5
21.8
21.4
21.7
21.6
20.9
20.5
20.9
21.1
21.5
22.6
22.6
22.8
22.9
22.9
23.0
23.0
23.0
22.9
22.6
22.1
21.4
20.7 20.7 21.0 21.5 22.2 22.8
22.2 21.3 21.3 21.4 21.0 20.6
20.5
20.5 20.6 20.9 21.2
20.5
21.0
21.5
21.6
21.7
21.5
21.5
21.4
21.9
21.8
22.0
22.9
22.0
21.0
20.6
21.6 22.6
22.8 22.9 22.4 21.9 22.1
21.5 21.7 21.8 22.2 22.3 22.3
22.0 21.3
20.5
21.7
22.4
22.4
21.9
22.3
21.6
22.3
21.8
21.7
22.0
21.5
22.0
21.9
21.9
22.1
22.5
22.2
22.6
22.9
22.5
22.6
22.9
22.9
22.5
22.3
21.0
20.7
21.0
21.0
21.0
21.3
21.1
21.1
21.3
21.3
21.9
21.5
21.9
20.8
20.9
21.1
21.6
22.1
21.7
21.9
22.1
22.1
21.4 21.5 22.1 21.8 22.1
21.6 21.8 22.1 21.7
21.3
20.8 20.9
21.4 22.2 21.4 21.7
22.0
21.8 21.3
21.0
20.6 20.6 20.8
21.3 21.5 21.6 21.8 21.9
22.2 21.2 20.6 20.6 20.9
20.6
21.5 21.7 22.4 21.3 21.7 21.5 21.7 20.8 21.0 21.1 21.3 21.2
20.9
22.0 22.6
21.7
21.5
20.5
20.7
20.7
21.5 22.0 22.2 22.3 21.6
21.8
21.3
21.1 20.8 20.6 20.8
21.2
22.1 21.3 21.7
21.2 21.8
21.5 21.2 20.6 20.8
21.8 22.5 21.9
22.0
21.8 21.9
22.1 21.5 21.5
21.7 20.8
22.9
22.7
22.3
21.8
22.2
21.7 22.2
21.8 22.3
20.9
20.7 21.2 21.5 21.5 21.8
21.7
22.0
22.0 21.0
20.6 21.8 22.0
21.9 21.8 21.9 22.0 22.2 22.4
21.6 20.5
21.7
21.5 21.5
21.7 21.6 22.0 21.9
21.0 21.4 20.9 21.6 21.9 21.7
21.3 21.3
20.9
20.9 20.9
20.9
20.9
20.9 20.9
20.9
20.4
20.3
19.2
19.4
20.4
20.1
20.3
19.7 19.2
20.2
19.9 20.2
20.2
19.5
19.3
19.7 19.9
19.9
20.2
20.3
20.3
19.9
19.2
19.2 19.2 19.7
20.4
20.3 20.4
20.4
19.5 20.3
20.4 20.4 20.4
19.6 19.7
20.0
19.3 19.3 19.5 19.5 19.8 19.8
20.3
20.0 19.7
20.4
20.1
19.9
19.3
19.3
19.4 19.7 19.9 20.3
20.3
20.4
19.8
19.5
19.3
19.4 19.5
19.3 19.8
20.1
20.2
19.8
20.0
20.4
19.9
19.8
19.7
19.4 20.3
20.3 19.8 19.7
19.8
19.6
19.4
20.4
19.5 20.3
19.2
20.1
20.4
20.3 20.3
20.0 19.3
19.9 19.5
20.4
19.7
20.3
19.2 19.2 19.2
18.2
18.4
18.7
19.0
18.5
18.0
18.2 18.3
18.3 18.6
18.8 18.4
18.6
18.3
18.3
18.4
18.7
18.8
18.6
18.2
18.0
18.4 18.6
18.6 18.6 18.6 18.7 18.7 18.8 18.7 18.8 19.0
18.5 18.2 18.5
18.8
18.8
18.6
18.3
18.1
18.3
18.1
18.2
18.2
18.4
18.2
18.0 18.0 18.1 18.1 18.1 18.2 18.5 18.5 18.6 18.8 18.9 19.0
19.0 19.0
18.8
18.6
18.7
18.8
18.7
18.7
18.6
18.5
18.5
18.3
18.3
18.1
18.2 18.5 18.6 18.7 18.8 18.6 18.6 18.6 18.7 18.8
18.8 18.5 18.3 18.1 18.9
18.5
18.6
18.7
18.7
18.7
18.8
19.0
19.0
18.7
18.9
18.9
18.8
18.6
18.3
18.0 18.0 18.4 18.8 18.9 18.9 18.7 18.7 18.8 19.0 19.1 19.1
19.0
18.8
18.6
18.6
18.5
18.4
18.0
18.1 18.4 18.6 18.9 19.1
18.9
19.1
18.8
18.9
18.7
18.5
18.5
18.3
18.7
18.4 18.0 18.1 18.4 18.4 18.5 18.7 18.5 18.1 18.3 18.9
19.0
18.5
18.1
18.2
18.3
18.1
18.1
18.2
18.5
19.0
18.6
18.4
18.2
18.0
18.0
18.1
18.1
18.0 18.0 18.1 18.5 18.8 18.6 18.5 18.0 18.2 18.5
18.0 18.7 19.1
18.8 18.4 18.4 18.4 18.7
19.0
18.1
18.1
17.9
18.4
18.1 19.0
18.2 18.6
18.3 18.6
18.4
18.5 18.6 18.9
19.0
18.9 18.6 18.0
18.5 19.0
19.0 18.4 18.4
17.5
17.4
15.7
17.2
16.7
15.4
17.8
15.8 16.3
17.4
16.6
16.8
16.4
16.0
15.5 15.7 16.1 16.5 16.8 17.7
17.8
15.8 15.9
16.5
17.8
16.7
15.8
15.4
16.8 17.7
17.5 16.6 16.8 16.0
15.6
16.7
17.7
17.6
16.3
15.6 15.9 16.3 16.6 16.8 17.0 17.2 17.4 17.5 17.6 17.8
16.7 16.0
15.6
17.8
17.6
17.5
17.3
16.7
16.7
16.6
16.6
16.6
16.6
16.5
16.4
16.3
16.3
16.3
16.1
15.4 15.8 16.0 16.1 16.3 16.2 16.2 16.2 16.2
16.1 16.2 16.2 16.3 16.4 16.5 16.5 16.5 16.7 16.9 17.2 17.6 17.9
17.0 17.1
17.7
17.5
17.2
16.9
16.8
16.5
16.4
16.2
16.2
16.2
16.1
16.2
16.1
16.2
16.2
16.1
16.3
16.4
16.3
16.1
16.2
16.0
16.1
16.1
15.9
15.4
15.8 16.1 16.3 16.5 16.7 16.6
16.4 16.6
16.4 16.2 16.1 16.0 16.0 16.0 16.1 16.2 16.2 16.5 16.6
16.5
16.4 16.5 16.6 16.7 16.8 17.0 17.2 17.5 17.4 17.4 17.5 17.7
16.2
17.7
17.5
17.6
17.7
17.9
17.8
17.5
17.3
17.3
17.3
17.0
16.9
16.8
16.6
16.5
16.5
16.2
16.0
15.8
15.9
15.9
15.9
16.0
16.1
16.1
16.2
16.2
16.2
16.3
16.3
16.5
16.6
16.6
16.6
16.3
16.0
16.4 17.1 17.3
16.9
16.8 16.5 16.3 16.0 15.8 15.8 16.0 15.8 15.8 15.8 16.0 16.2 16.5 16.5
16.3 16.2
16.1 16.2 16.5 16.6 16.7 16.9 17.0 17.0 17.1 17.3 17.6 17.7
17.6
17.9 17.7 17.7 17.7 17.9
17.8 17.9
17.1 16.0
17.9
17.7
17.6
17.4
17.2
17.3
17.3
17.2
16.8
16.9
16.8
16.8
16.7
16.6
16.7
16.6
16.4
16.5
16.3
16.3
16.4
16.5
16.6
16.2
16.3
16.3
16.5
16.5
16.6
16.7
16.9
17.0
16.7
16.2
15.6
15.4 15.8 16.1 16.3 16.5 16.7 17.0 17.1 17.2 17.3 17.3
17.3 17.0 17.1 17.2 16.9 16.8 16.7 16.8 17.0 17.2 17.0 17.0 17.1 17.1 17.3 17.4 17.4 17.7 17.7 17.5
17.3 15.9
17.8
17.5
17.3
17.3
17.0
17.3
17.3
17.3
17.1
17.2
17.3
17.2
17.2
17.2
17.2
16.7
16.2
15.8
15.6
15.7 16.4 16.8 17.0 16.9 16.9 17.0 17.3
15.9
15.6
17.5
17.4
16.9
17.3
17.6
17.9
17.9
17.6
17.4
17.6
16.6
15.7
16.8 15.9
17.6 17.9
16.7
16.1 17.1
16.0 16.7
17.5 17.8
17.3 15.8
15.5 17.0 17.9
16.4
16.3 17.5
17.6 15.6
16.2 16.3 16.3 16.1
15.6
15.4 1
15.0 14.4
15.1
14.8
14.1
15.3
15.0
14.3 14.9
14.7 14.4
15.2
15.2
14.6
14.1 14.4
14.4
14.8
14.3 15.2
15.3
14.6
14.2
15.3
14.7
14.1 15.0
14.9
14.4
14.2 15.1
15.0
15.2
14.1
14.7
15.0
14.3
14.6
14.3
14.6
14.4
14.4
14.7 14.7
14.6
15.0 14.3
14.9
15.3
14.7
14.4 15.0 15.2
14.9 14.4
14.6 14.9 15.1 15.2 15.0 14.4
14.9 15.0 15.1 15.1 14.8
14.5 14.8 15.2
14.9 14.1
14.2
14.2
13.2
13.9
13.6
13.9
14.0
13.8
12.9
13.7
13.6
13.9
12.9
13.5
13.0
13.1 13.7 14.0
13.6
12.8 13.5
13.3
13.7
13.8
13.9
13.5
13.2
13.5
12.8 13.3
13.0 13.0
13.4
13.2
12.9
13.3 13.7 13.7
13.1 12.8
13.5
13.0
13.0 13.5
13.1
13.1
13.4
12.9
13.4
13.2
13.1
13.0
12.8
13.2
13.7
13.8
13.1
13.6 13.3
14.0 13.6
13.6 12.9
13.7 13.9
13.4 13.6
13.1
13.7 13.9
13.8 13.2
13.3 13.7 13.7 13.7 13.2
13.2 13.3 13.2 12.9
12.9 13.2 13.2 13.1
12.8 13.1 13.2 13.0 12.8
12.6
10.5
11.2
12.1 10.7 11.0
11.5 11.4
11.9
11.5
11.4 12.0 12.7
11.8
11.3
12.7
11.3 12.4
12.0
12.1 11.6
12.6 10.8
12.3
11.7
10.4 10.7 10.8 12.2
12.7
12.3
12.0
11.8
10.9
11.0 11.9 12.3 12.7
11.5 12.0
12.4
12.0
11.8
11.0
10.3
10.4 10.6 11.7 11.9 12.5
12.4
11.6
10.4
10.5 11.2 12.3
11.8
12.1
11.2
10.6
11.1 11.6 11.1 11.3 11.9
11.6
11.0
10.6
10.3 10.9 11.7 11.5 12.1
11.6
12.1
10.6
12.5
12.3 12.7
10.6
12.5
12.0 10.5
12.4
11.7 10.7
12.1 12.3
12.6 12.6 11.9 10.3
12.7 12.0 11.4 10.5
11.7
12.4 11.8 11.3 10.6
12.1
12.7 12.1 11.5 10.6
12.2
12.4 11.9 11.0
10.0
9.4
9.39.710.1
9.9
9.7
9.7
9.8 9.5
9.5
9.4
9.2
9.1
9.7 10.2
10.1
9.7
9.4
9.2
9.8
9.9
9.8 9.8
10.0
9.2
9.5
9.5
9.3
9.7
9.4
9.9
9.3
9.9
9.6
9.9 9.6 10.1 9.3
8.1
8.0
7.8
7.8
7.7
7.7
8.0
8.0
8.28.78.9
8.0 8.7
7.8
8.5
8.5 7.9
8.0
7.8 8.2
8.6
8.6
7.9
8.7
8.3
8.6
8.6
8.0
7.7
8.3 8.7 8.9
8.4
8.0
7.8
7.8
7.9
7.8
7.7 8.1
7.9
8.7
7.7 8.6
7.1
7.0
6.9
6.9
7.0
7.0
7.4
7.4
7.5
7.5
7.5
7.4
7.1
6.9
6.7
7.5
7.0
7.0
7.1
7.0
6.8
6.6
7.1
5.6
6.2 5.5
6.0 6.5
7.4
7.6
6.1 6.8 7.3 7.3 7.4
7.3
7.2
6.7
5.8
7.6
6.5
5.3 5.7
7.1
6.2 6.7
7.5
5.3 6.3
7.4
6.5
5.5 6.7 7.6
7.0
7.4
7.0
6.7
6.7
6.7
6.9
6.7
6.4
4.9
5.1
5.1 5.1
4.2 4.9
4.5
4.6
4.9 4.1
4.5
5.1
4.1
4.0
CN-101
2 5SHEET OF
R E
Q U
IR
E D A
N D O
P T
IO
N
D R
E D
G E P
L 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
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
W M
W
X K -1
-B -0
E B
Detroit District of Engineers
US Army Corps
A J
M
A R
O
C T
P R
O S
S
F Y
M
A
IN
T E
N A
N C
E D
R E
D G
IN
G S
T J
O S
E P
H H
A R
B O
R
IN
N E
R
S T J
O S
E P
H
M
IC
H
IG
A N
B E
R R
IE
N C
O U
N T
Y
B
C O
E
B
C O
E
J
A N
B
C O
E B
A C
K C
H E
C K
J
A N
F
E B
C E
R T
IF
IE
D F
IN
M
A R
C E
R T
IF
IE
D F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E
3.42.7 3.5
3.6 1.5
3.4
2.7
1.9
2.8
3.0 1.5
1.6 3.5
3.2
2.3
1.3
2.1 3.4
ANTENNAE
FLAG
PARKING
SCALE
PILE
PILE
PILE
PILE
PILE
PIER (RUIN)
PARKING
FLAG
PARKING
SCALE
PARKING
PARKING
PARKING
PILE
PILE
PILE
PILE
PILE
PILE
C L
D
IK
E
R.R. (ABANDONED)
FLAG
PARKING
PARKING
PARKING
PARKING
PARKING
C O
N C
PARKING
PARKING
PARKING
PARKING
M O
R R
IS
C
A N
N E
L
RIP-RAP
R
IP
R A
P R
IP
R A
P
RIP-RAP
R
IP
-R
A P
R
IP
R
A P
RIP-RAP
RIP-RAP
R
IP
R
A P
RIP-RAP
RIP-RAP
N 230,000
E
,5
,0
E
,5
,0
E
,5
,0
1.1
N
T.P. EAST NORTH
X Y
CENTER LINE T.P.
CL-3
CL-4
CL-6
CL-5
CL-7
CL-8
CL-9
CL-10
CL-7A
12,550,265.77 230,335.61
12,550,617.08
12,550,488.32 230,337.16
230,253.70
12,551,020.19 230,262.39
12,551,863.28 230,450.57
12,551,971.49 230,566.60
12,552,573.43 230,734.91
12,553,250.73 230,768.88
12,552,218.96 230,232.84
CL-11 12,553,551.50 230,857.27
C.S. 55+00
230570.6112551184.91C
230777.9212551769.66B
230636.7012551227.98A
B A
C
TURNING BASIN
PROJECT DEPTH 18 FT.
C.S. 52+00
UPSTREAM LIMIT OF REQUIRED
DOWNSTREAM LIMIT OF REQUIRED
C.S. 29+36.3
U .S
MAIN STREET
MAI
N
STREET
I N
D U
S T
R I A
L
A V
E N
U E
BAIT-2
BRIDGE-N
SHORE
SWITCH
CANALBOX
LODGE
LECO
17(TB-1)
19(TB-4)
C/L 10
C/L 7A
EXIT
P O R T
S T R E E T
C H
U R C
H
S T plug-2
TB-2 TB-3
C/L 6
C/L 7
C/L 8
C/L 9
C/S 34+92.9
C/S 43+56.8
C/S 4+17.0
C/S 45+15.4 C/S 51+40.4
PT. D
PT. G
PT. F
PT. H
PT. E
PT. I
P A
W P
A W R
IV
E R
S T . J
O S E P
H R
IV
E R
DREDGE PLAN
M A
T C
H L
IN
E S
H E
E T
TP EAST NORTH
DREDGE LIMITS
DREDGING TO 21 FT BELOW LWD
TO 18 FT BELOW LWD (AREA 2)
LIMITS OF OPTION 1 DREDGING
TO 18 FT BELOW LWD (AREA 1)
LIMITS OF REQUIRED DREDGING
BELOW LWD
DREDGING TO 18FT
LIMITS OF REQUIRED
DREDGING TO 21 FT BELOW LWD
0 100 100 200FT
SCALE: 1''= 100'
C/S 58+18.6
25 ft.SETBACK FROM THE WALL
25 ft. 25 ft.
NORTH LIMIT OF DREDGING
SOUTH LIMIT OF DREDGING
30.0 29.8
29.7
29.2
29.1
28.7
28.2
28.2
27.9
27.9
27.9
27.9
27.7
27.6
27.6
27.5
27.5
27.4
27.4 27.4
27.3
27.2
27.2
27.2
27.1
27.1
27.1
27.1
27.0
27.0
26.9
26.9
26.9
26.8
26.8
26.8 26.8 26.8
26.8
26.8
26.7
26.7
26.7
26.6 26.6
26.6
26.6
26.5
26.5 26.5
26.5
26.5
26.5
26.5
26.4
26.3
26.3
26.3
26.2 26.2
26.1
26.1
26.1
26.1
26.1
26.1
26.1 26.1
26.1
26.1
26.0
26.0
26.0
25.9
25.9 25.9
25.9
25.9
25.9
25.9
25.8
25.8 25.8
25.8
25.8
25.8
25.7
25.7
25.7
25.7
25.6
25.6
25.6 25.6
25.6
25.6
25.6
25.6
25.5
25.5
25.4
25.4 25.4
25.4
25.4
25.3
25.3
25.3
25.3
25.3
25.3
25.3
25.3
25.3
25.2
25.2
25.2 25.2
25.2
25.2
25.1
25.1
25.1
25.1
25.0 25.0
25.0
25.0
25.0
25.0
25.0
25.0
24.9
24.9
24.8
24.6
24.6
24.6
24.6
24.6
24.4
24.4
24.4
24.3
24.3
24.3
24.3
24.3
24.2
24.2
24.2 24.2
24.2
24.2
24.1
24.1
24.0
24.0
23.9
23.9
23.9
23.9
23.9
23.8
23.6
23.6
23.6
23.5
23.5
23.5
23.5
23.5
23.4
23.4
23.4
23.3
23.3
23.2
23.2
23.2 23.2
23.2
23.1
23.1
23.1
23.0
23.0
23.0
23.0
23.0
23.0 23.0
23.0
23.0
23.0
23.0
22.9
22.9
22.9
22.9
22.8
22.8
22.8
22.8
22.7
22.7 22.7
22.7
22.7
22.7 22.7
22.7
22.7
22.6
22.6
22.6
22.6 22.6
22.6
22.6
22.6
22.6
22.6 22.6
22.5
22.5
22.5
22.5
22.5
22.5
22.5
22.5 22.5
22.5
22.5
22.5
22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.3
22.3
22.3
22.3
22.3
22.3
22.3
22.2
22.2 22.2 22.2
22.2
22.2
22.2
22.2
22.2
22.2 22.2
22.2
22.2
22.2
22.1
22.1
22.1
22.1
22.1
22.1 22.1
22.1
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
21.9
21.9
21.9
21.9
21.9
21.9
21.9 21.9
21.8
21.8
21.8
21.8
21.8 21.8
21.8
21.8
21.8
21.8
21.7
21.7
21.7
21.7
21.7
21.7 21.7
21.7
21.7
21.7
21.6
21.6 21.6
21.6
21.6
21.6
21.6 21.6
21.5
21.5 21.5
21.5
21.4
21.3
21.3
21.3
21.2
21.1
21.1
21.1
21.1
21.1 21.1
21.0
21.0
20.9 20.9
20.8
20.8
20.8
20.8
20.7
20.7
20.7
20.6 20.6
20.6
20.6
20.6
20.5
20.5
20.5
20.5
20.4
20.3
20.3
20.2
20.2
20.2
20.2
20.2
20.1
20.1
20.1 20.1
20.0
20.0
20.0
19.9
19.9
19.9
19.9
19.9
19.8
19.8
19.8
19.8
19.7
19.7
19.6
19.6
19.5
19.5
19.5 19.5
19.5
19.4
19.4
19.4
19.4
19.4
19.3
19.2
19.1
19.1
19.1
19.0
19.0
19.0
18.9
18.9 18.9
18.9
18.9
18.8
18.8
18.7
18.7
18.6
18.5
18.5
18.5
18.5
18.5
18.4
18.4
18.4
18.4
18.4
18.3 18.3
18.2
18.1
18.1
18.1
18.0
18.0
18.0
17.8
17.8
17.8
17.7
17.7 17.7
17.6
17.6
17.6
17.6
17.5
17.4
17.4
17.4
17.4
17.3
17.3
17.2
17.1
17.1
17.1
17.1
17.0
16.7
16.6
16.5
16.5 16.5
16.5
16.4
16.4
16.4
16.4
16.3
16.2
16.1
16.1
16.1
16.1
16.1
16.0
16.0
16.0
15.9
15.9
15.8
15.8
15.8
15.7 15.7
15.7
15.5
15.5
15.5
15.4 15.3
15.3
15.2
15.2
15.2
15.2
15.1
15.0
14.9
14.9
14.8
14.4
14.4
14.4
14.3
14.2
14.2
14.0
13.9
13.9
13.8
13.8
13.7
13.7
13.5
13.4
13.4
13.2
13.0
13.0
12.8
12.8
12.8
12.5
12.3
12.1
12.0
11.9
11.5
11.5
11.5
11.3 11.2
11.0
10.9
10.6
10.6
10.5
10.4 10.4
10.3
10.3
10.3
10.1
10.0
9.8
9.8
9.8 9.7
9.6
9.5 9.5 9.4
9.4
9.4 9.4
9.3
9.3 9.3 9.3
9.3
9.3
9.2
9.2
9.1
9.1
9.0
8.9
8.9
8.8
8.7 8.6
8.6 8.4
8.3
8.1
8.0
7.7
7.6
7.6
7.6
7.5
7.2
7.2 7.1
7.1
7.0 7.0
7.0
6.7
6.2 5.3
RIP-RAP
C\S 30+89.7
C\S 16+66.5
C\S 9+42.7
COAST
UPTON
HURON
BAIT-2
DREDGE PLAN
M A
T C
H L
IN
E S
H E
E T
CN-102
3 5
C\L 1
C\L 4
C\L 5
C/L 2
PT. B
PT. A
0 100 100 200FT
SCALE: 1''= 100'
C.S. 27+13.7
C.S . 9+42.7
C.S. 29+36.3
N
DREDGING TO 21FT BELOW LWD
DOWNSTREAM LIMIT OPTION 2
DREDGING TO 21FT BELOW LWD
UPSTREAM LIMIT OPTION 2
C.S . 24+43.7
DREDGING TO 21 FT BELOW LWD
LIMITS OF OPTION 1 (AREA 3)
25 FT.SETBACK FROM THE WALL
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
W M
W
X K -1
-B -0
E B
A J
M
A R
P R
O S
S
SHEET OF
O P
T
IO
N A
N D O
P T
IO
N
D R
E D
G E P
L 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
Detroit District of Engineers
US Army Corps
O
C T
F Y
M
A
IN
T E
N A
N C
E D
R E
D G
IN
G S
T J
O S
E P
H H
A R
B O
R
IN
N E
R
S T J
O S
E P
H
M
IC
H
IG
A N
B E
R R
IE
N C
O U
N T
Y
B
C O
E
B
C O
E
J
A N
B
C O
E B
A C
K C
H E
C K
J
A N
F
E B
C E
R T
IF
IE
D F
IN
M
A R
C E
R T
IF
IE
D F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E
4.7
RIP-RAP
RIP-RAP
R
IP
-R
A P
R
IP
R A
P
R
IP
-R
A P
SARAH
VERN
54-A
WATERFRONT
54E-2
TOWER
BRIDGE-S
U .S
PORT STREET
L A
K
B
V D
SHIP STREET
PLEASANT STREET
ST. JOSEPH
MARINA
S T
A
SILVER
BEACH
C\L 3
R .R . (A
B A N
D O
N E D
R .R (A
B A
N D
O N
E D
C
R R
PARKING
PARKING
PARKING
DUNE
SAND
FLAG
PARKING
RIP-RAP
PARKING
PARKING
BOAT
LIFT
RR.
ABANDO
NED)
R R (A
B A
N D
O N E
D
TANK
WATER
PARKING
FLAG
AMPITHEATER
POOL
SIGN
FLAG
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
PARKING
P A
R K
IN
G
PARKING
PARKING
PARKING
PARKING
E
,5
,0
E
,5
,0
SOUTH LIMIT OF DREDGING
NORTH LIMIT OF DREDGING
tb1
ER
ER
ER
ER
ER
ERER
ER
ERERERER
ER
ER
ER
ER
ERER
ER
ER
ER
ER
ER
ER
ER
ER
ER
ER
ER
ER
ER
ER
er er er
ER
er
ER
er er er er
ER
er
ER
erer
ER
er
ER
er er
ER
er
ER
er er
ER
er
ER
erer
ER
er
ER
ER
ER
ER
er er
ER
er er
ER
er er er er er er er er er er er er er er er er er er er er er er er er er er er er er
SS
SS
SS
SS
SS
SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SSSSSS
SS
SS
SS SS
SS
SS SS SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSSSSSSSS
SS
SSSSSSSS
SSSS
SS
SSSS
SSSSSS
SS
SSSSSSSS
SS
SS
SS
SS
SSSS
SSSS
SS
SS
SS
SS
SSSS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
ss ss ss ss ss
SS
ss
SS
ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss
SS
ss ss ss ss ss
SS
ss
SS
ss
SS
ss
SS
ss
SS
ss
SS
ss
SS
ss
SS
ss
SS ss
SS
ss
SS
ss
SS
ss
SS
ss
SS
ss
SS
ss ss ss ss ss ss ss
SS
ss
SS
ss
SS
ss
SS
ss
SS
ss ss ssssss ssss
SS
ss
SS
ss
SS
ss
SS
ss ss ss
SS
ss
SS
ss
SS
ss
SS
ss ss ss ss
SS
SS
SS
SS
SS
SS
ss ss ss ss ss ss ss ss ss ss ss ssss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss
TB1tb1TB1TB1tb1 toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toetoetoetoe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toe toetoe toe toe toe toe toe toetoe toe
TOE
TOE
TOE
TOE
TOE
TOE
TOE
TOE
TOE
TOE
TOE
TOE
TOE TOE
TOE TOE TOE TOE
TOE
TOE
TOE
TOE
TOE
toe
TOP
TOP
TOP
TOP
TOP
TOP TOP TOP TOP
TOP TOP
TOP
TOP
TOP TOPTOP TOP TOP TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOPTOPTOPTOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP TOP
TOP TOP TOP TOP
TOP TOP
TOP
TOP TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOPTOPTOPTOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
TOP
top top top top top top top
TOP.END
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
top1
TOP1
top1 top1 top1
TOP1
top1
TOP1
top1 top1
TOP1
top1
TOP1
top1 top1
TOP1
top1
TOP1
top1 top1
TOP1
TOP1 TOP1 TOP1
TOP1
TOP1
TOP1
TOP1
top1 top1 top1 top1 top1 top1 top1 top1 top1 top1 top1 top1 top1 top1 top1 top1 top1 top1 top1
TB1
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
TOP1
TOP1
TOP1
TOP1
TOP1
TOP1
TOETOE
TOE
SS
SS
SS
TOE
SS
SS
SS
TOE
TOE
SS
SS
SS
TOE
TOE
SS
TOE
SS
SS
SS
SS
TOE
TOETOETOE
TOETOE
TOE
TOE
TOE
TOE
9TOE
TOE
TOE
TOE
TOE
SS
SS
TOE
TOE
SS
SS
TOE
SS
SS
TOE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS SS
SS
SS
SSSS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS SS SS
SS
SS
SS
SS SS SS
SSSS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SSSS
SS
SSSSSS
SS SS
SS
SS
SSSS
SSSS SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
ER
ER
ER
ER
ER
ER
ER
ER
ER
ER ER ER ER
ER ER ER
ER
ER ER
ER
ER
ER
ER
ER
ERASPH ASPH
ASPH
ASPHGATE
FNCE
FNCE
FNCE
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
TB1tb1 toe toe toe toe toe toe toe toe toe toe toetoetoe toetoetoe toe toetoe toetoetoe toe toe toe toe toe toe toe toe toe ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss toe toe toe toe toe toe toe ss ss ssss ss ss ss ss ss ss ss ss ss top1 ss ss er ss top1 ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss ss toetoe ss ss ss sstoe toe toe toe toe toe top1 ss er ss top1 ss ss ss ss ss ss ss top1 top1 ss ss er er top1 toe ss ss ss ss ss toe top1 ss er ss top1 ss ss ss ss ss ss ss top1 er ss er er er er er er er er er er er er er er er er er er er er er asph asph gate tb1
16' GATE
ROSS FIELD
N
P L
A C
E M
E N
T A
R E
A P
L A
N
ACCESS GATE
CABEL CREEK
A C
C E
S S R
O A
D C
R Y
S T
A L A
V E
0 100 100 200FT
SCALE: 1''= 100'
F
T
FENCE
1. PLACEMENT WITH IN THE AREA IS APPROXIMATE.
2. PLACEMENT WITH IN THE AREA SHALL BE COORDINATED WITH
THE DIRECTOR OF THE SOUTHWEST MICHIGAN REGIONAL AIRPORT
DURING THE PRECONSTRUCTION MEETING.
GOVERNMENT FURNISHED PLACEMENT AREAS
TOP OF BERMS
APPROX. ELEV 639.5
TOP OF BERMS
APPROX. ELEV 640
3. MAXIMUM HEIGHT OF DREDGE MATERIAL IS 1 FT. BELOW THE
HEIGHT OF THE EXISTING BERMS.
PLACEMENT AREA PLAN
CN103
SHEET 4 OF 5
NOTES
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
W M
W
X K -1
-B -0
E B
A J
M
A R
P R
O S
S
F Y
M
A
IN
T E
N A
N C
E D
R E
D G
IN
G S
T J
O S
E P
H H
A R
B O
R
IN
N E
R
S T J
O S
E P
H
M
IC
H
IG
A N
B E
R R
IE
N C
O U
N T
Y
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
Detroit District of Engineers
US Army Corps
O
C T
B
C O
E
B
C O
E
J
A N
B
C O
E B
A C
K C
H E
C K
J
A N
F
E B
C E
R T
IF
IE
D F
IN
M
A R
C E
R T
IF
IE
D F
IN
A L
R E
A D
Y T
O A
D V
E R
T
APPROXIMATE SCALE: 1" = 100 MILES
LOCATION MAP
OHIO
INDIANA
ILLINOIS
TOLEDO
ST. JOSEPH
E
RIE
LAKE
MICHIGAN DETROIT
MILWAUKEE
AREA
PROJECT
WISCONSIN
LEXINGTON
SAGINAW
SHEBOYGAN
SANILAC
BAY CITY
BAY PORT
MANISTEE
KEWAUNEE
M
IC
H
IG
A N
MICHIGAN
RR-101
5 5
S
A AF
E
Y
Y
T
P S
C O
R
G
IN
E E
R S
D E
T R
T R
IC
T
In c r e a s e
P r o f it .S u b m it
V
E C
P 'S
V a g in e e r
T R
O
IT
M
IC
H
IG
A N
D E
T R
O
IT
D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
X
W M
W
X K -1
-B -0
E B
A J
M
A R
P R
O S
S
DREDGE AREA
N W
A Y N E S
T
W. MAIN ST.
N E
U C
L
ID
A
V E
RED ARROW HWY
CAMBER RD
U S
NTS
C R
Y S
T
V
E
ROSS FIELD
BRITAIN AVE.
HARBOR
BENTON
ST. JOSEPH
TRANSFER SITE
PLACEMENT AREA
VICINITY MAP
ST. JOSEPH
TRANSFER SITE
DREDGE AREA
LEGEND
N
TRANSFER SITE
GOVERNMENT FURNISHED
GOVERNMENT FURNISHED PLACEMENT AREAS
SI
TE
A
ND
PLACEMENT
SI
TE
APP
ROX.
4.
M
ILE
S
BETW
EEN
TRANSF
ER
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 S
T J
O S
E P
H H
A R
B O
R
IN
N E
R
S T J
O S
E P
H
M
IC
H
IG
A N
B E
R R
IE
N C
O U
N T
Y
SHEET OF
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
Detroit District of Engineers
US Army Corps
O
C T
B
C O
E
B
C O
E
J
A N
B
C O
E B
A C
K C
H E
C K
J
A N
F
E B
C E
R T
IF
IE
D F
IN
M
A R
C E
R T
IF
IE
D F
IN
A L
R E
A D
Y T
O A
D V
E R
T
IS
E
LAKE HURON
LA
K E
BOUNDARY
MICHIGAN
INTE
RNATIONAL
MARIE
SAULT ST.
LITTLE LAKE
CANADA
| SJD01A16-Default-000 |
| SJD02A16-Default-000 |
| SJD03A16-Default-000 |
| SJD04A16-Default-000 |
| SJD05A16-Default-000 |
File details come from the government source that posted it. Updated .