Performance_Plans.pdf
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Performance Plans
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| File | Type | Posted |
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| W911XK-16-B-0003-0001.pdf | ||
| Performance_Specifications.pdf | ||
| W911XK-16-B-0003.pdf |
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LAKE SUPERIOR
GEORGIAN
BAY
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LAKE HURON
MICHIGAN
LAKE
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LOCATION MAP SCALE OF MILES
INTERNATIONAL
BOUNDARY
I N T E
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MINNESOTA
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DETROIT NDARY
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OF ENGINEERS
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GREEN BAY
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GRAND
CHICAGO
IOWA
DAVENPORT
CLEVELANDFORT WAYNE
PROJECT
LOCATION
MANITOWOC
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
FY 16 MAINTENANCE DREDGING
MANITOWOC HARBOR, WISCONSIN
N
/S/ WILLIAM D. MERTE P.E.
/S/ PHILLIP C. ROSS P.E.
/S/ MICHAEL K. O’BRYAN P.E.
GI001
D R
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IN
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P R
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C T A
N D V
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IN
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IN
D E
X
PLACEMENT AREA
AREA 4
AREA 1
AREA 3
AREA 2
PROJECT MAP
SCALE: 1" = 500’
CITY OF MANITOWOC
REQ’D MAT’L TO BE DREDGED
EXISTING BOTTOM
PAY OVERDEPTH PRISM
1.0 FT ALLOWABLE
PRISM LINE
REQ’D PAY
TYPICAL SECTIONLIMIT LINE (TYP.)
SIDESLOPE PAYMENT
LIMIT
CHANNEL
LIMIT
CHANNEL
B E
L O
W L
W D
R E
Q U
IR
E D D
E P
T H
SCALE: NTS
LWD
INDEX OF DRAWINGS
PROJECT & VICINITY MAPS, INDEX OF DRAWINGS, & GENERAL NOTES
PLACEMENT AND REAL ESTATE PLAN
SHEET ID
GI001
CN101
CN102
RR101
DESCRIPTION SHEET #
DREDGE PLAN - REQUIRED AND OPTION 1 DREDGING
DREDGE PLAN - REQUIRED DREDGING
DREDGING SOUNDINGS TAKEN WITHIN THE LIMITS SHOWN.
ON THE DEPTH CONTOURS OBTAINED FROM THE PRIOR
AND OPTIONAL MAINTENANCE DREDGING AREAS WILL BE BASED
FROM THE SURVEY INDICATED HEREINBEFORE. THE REQUIRED
OPTIONAL AREA ON THE 22.0 FT DEPTH CONTOUR RESULTING
UPON THE 12.0 AND 21.0 FT. REQUIRED DEPTH CONTOUR AND THE
10. THE REQUIRED MAINTENANCE DREDGING AREAS ARE BASED
SOLICITATION DOCUMENTS.
AUTHORIZED CROSSINGS IN ACCORDANCE WITH THE
9. THE CONTRACTOR SHALL VERIFY THE LOCATION OF
8. ALL AZIMUTHS ARE REFERENCED TO NORTH.
HORIZONTAL CONTROL.
SHALL PROVIDE DETAILED DESCRIPTIONS OF BENCH MARKS AND
7. THE LAKE MICHIGAN AREA OFFICE, KEWAUNEE SUB OFFICE
(4802), 1983 NORTH AMERICAN DATUM. US SURVEY FOOT
WISCONSIN STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE
6. GRIDS SHOWN ARE BASED ON LAMBERT PROJECTION,
(I.G.L.D. 1985). SOUNDINGS ARE SHOWN AS THUS: -21.0
577.5 FT ABOVE MEAN WATER LEVEL AT RIMOUSKI, QUEBEC
TO LOW WATER DATUM (L.W.D.), FOR LAKE MICHIGAN, ELEVATION
5. ALL SOUNDINGS, DEPTHS AND ELEVATIONS ARE REFERENCED
SHOWN IS MARKED REQUIRED AN OPTIONAL.
4. DREDGING WORK UNDER THIS CONTRACT FOR THE CONDITIONS
OFFICE - KEWAUNEE SUB OFFICE.
3. HYDROGRAPHIC SURVEY MADE BY THE LAKE MICHIGAN AREA
2. DATE OF SURVEY: 14 APRIL, 2015.
AT THE TIME.
CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING
SURVEYS MADE ON THE DAES INDICATED AND CAN ONLY BE
REPRESENTS THE RESULTS OF AUTOMATED HYDROGRAPHIC
1. THE INFORMATION DEPICTED ON THESE DRAWINGS
GENERAL NOTES:
2 REQUIRED.
PAYMENT LIMIT LINE. SIDESLOPE DREDGING IS ALLOWED BUT NOT
MATERIALS REMOVED WHICH EXIST ABOVE THE SIDE SLOPE
3. FOR SIDE SLOPE DREDGING, PAYMENT WILL BE MADE FOR
OVEREDEPTH DREDGING IS ALLOWED BUT NOT REQUIRED.
IMMEDIATELY BELOW THE REQUIRED MATERIAL TO BE DREDGED.
2. THE ALLOWABLE PAY OVERDEPTH QUANTITY IS COMPUTED
AREA WITHIN THE REQUIRED DREDGING AREA.
1. THIS SECTION IS A PICTORIAL REPRESENTATION OF A TYPICAL
SECTION NOTES:
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D B
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D B
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IF
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D F
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-1
-2
R E
A D
Y T
O A
D V
E R
T
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E
31.6
31.6 31.6
31.6
31.4 31.4
31.4
31.4 31.2
31.2
31.2
30.9
30.8
30.8
30.7
30.6
30.6
30.6
30.5
30.5
30.5
30.4 30.4
30.4
30.4
30.3
30.3
30.2
30.2
30.1
29.9
29.9
29.9
29.9
29.8
29.7
29.6
29.6
29.6
29.4
29.3
29.3
29.2
29.1
28.9
28.9
28.9
28.6
28.6
28.5
28.4
28.4
28.4
28.3
28.3
28.2
28.2
27.9
27.8
27.6
27.6
27.6
27.5
27.4
27.3
27.3
27.2
27.0
27.0
26.9
26.8
26.7
26.5
26.5
26.4
26.3
26.1
26.1
26.0
26.0
26.0
25.9
25.8
25.8
25.7
25.6
25.6
25.4
25.2 25.1
25.1
25.0
25.0
25.0
25.0
24.9
24.9
24.8
24.8
24.8
24.6
24.6
24.6
24.6
24.6
24.6
24.6
24.5 24.4
24.4
24.4
24.4
24.4
24.4 24.2
24.1
24.1
24.0
24.0
24.0
23.9
23.9
23.8 23.8
23.8
23.7
23.6
23.6
23.6
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
23.3
23.3 23.3
23.3
23.3
23.2
23.2
23.2
23.2
23.2 23.2
23.2
23.1
23.1
23.1
23.1 23.1
23.1
23.1
23.1 23.1
23.0
23.0
23.0
23.0
23.0
23.0
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.9
22.8
22.8
22.8
22.8
22.8
22.8
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
22.6
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
22.2
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
22.1
22.1
22.1
22.1
22.0
22.0
22.0
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.8
21.8
21.8
21.8
21.8
21.7
21.7
21.7
21.7
21.6
21.6
21.6
21.6
21.6
21.6
21.6
21.5
21.5
21.5
21.5
21.4
21.4 21.4 21.4
21.4
21.4
21.4 21.4
21.4
21.4
21.4
21.4
21.4
21.4
21.4
21.4
21.4
21.4
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3 21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.2
21.2
21.2
21.2
21.2
21.2
21.2 21.2
21.2
21.2
21.2 21.2 21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.2
21.1
21.1
21.1
21.1
21.1 21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1 21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.1
21.0
21.0 21.0
21.0
21.0
21.0
21.0
21.0
21.0 21.0
21.0
21.0
21.0 21.0 21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0
21.0 21.0
21.0
21.0
21.0 21.0
21.0
20.9
20.9
20.9 20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9 20.9 20.9
20.9
20.9 20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9 20.9
20.9
20.9
20.9
20.9 20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.9
20.8
20.8
20.8
20.8 20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8
20.8 20.8
20.8
20.8 20.8
20.8
20.8
20.8
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7 20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7
20.7 20.7
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6 20.6
20.6
20.6
20.6
20.6
20.6
20.6 20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.6
20.5 20.5
20.5 20.5
20.5
20.5 20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5 20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5 20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.5
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.4
20.3
20.3
20.3
20.3
20.3
20.3
20.3 20.3
20.3
20.3 20.3
20.3 20.3
20.3 20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3
20.3 20.3
20.3
20.3
20.3
20.3
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2 20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.2
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1 20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.1 20.1 20.1
20.1 20.1
20.1
20.1
20.1
20.1
20.1
20.1
20.0
20.0
20.0
20.0
20.0
20.0
20.0 20.0
20.0
20.0
20.0 20.0
20.0
20.0
20.0
20.0 20.0
20.0
20.0
20.0
20.0 20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
20.0
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9
19.9 19.9
19.9
19.9
19.9
19.9
19.9
19.9 19.9
19.9
19.9
19.9
19.8 19.8
19.8
19.8
19.8 19.8
19.8
19.8
19.8 19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8
19.8 19.8
19.8
19.8
19.8
19.8
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7 19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7
19.7 19.7
19.7
19.7
19.6
19.6
19.6
19.6
19.6
19.6 19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.6
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5
19.5 19.5
19.5
19.5
19.4
19.4 19.4
19.4 19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4 19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.4
19.3
19.3
19.3
19.3
19.3 19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3
19.3 19.3
19.3
19.3
19.3 19.3
19.2 19.2 19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2 19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.2
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1 19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.1
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0
19.0 19.0
19.0
19.0
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.9
18.8
18.8
18.8
18.8 18.8 18.8
18.8
18.8
18.8
18.8
18.8 18.8
18.8 18.8
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
18.7 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
18.5
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
18.4 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
18.2
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
18.0
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
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.8
17.7
17.7
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
17.6
17.6
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
17.2
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
17.0
17.0
17.0
17.0
17.0
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.9
16.8
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
16.6
16.6
16.6
16.6
16.6
16.6
16.6
16.5
16.5
16.5
16.5
16.5
16.5 16.4
16.4
16.4
16.4
16.4
16.4
16.4
16.3
16.3
16.3
16.3
16.3
16.3
16.2
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
16.0 16.0
16.0
16.0
16.0
16.0 15.9
15.9
15.9
15.9
15.9 15.9
15.9
15.8
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
15.6
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 15.4
15.4
15.4
15.4 15.4
15.4
15.4
15.3
15.2
15.2
15.2
15.1
15.0
15.0
15.0
15.0
14.9
14.9
14.9
14.8 14.8
14.8
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
14.4
14.4
14.4
14.4
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
14.1 14.1
14.0
14.0
14.0
14.0
14.0
14.0
13.9
13.9
13.9
13.9
13.9
13.8
13.8
13.8
13.8
13.7
13.7
13.7 13.7
13.7
13.6
13.5
13.5
13.5
13.5
13.4
13.4 13.4
13.4
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.3
13.2
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
13.0
12.9
12.9
12.9
12.9
12.9
12.9
12.9 12.9
12.8
12.8
12.8
12.8 12.7
12.7
12.7
12.6
12.6
12.6
12.6
12.6
12.5
12.5
12.5
12.5
12.4
12.4
12.4
12.4
12.4
12.3
12.3
12.3
12.2
12.2
12.2
12.1
12.0
12.0
11.9
11.9
11.8
11.7
11.6
11.6
11.6
11.5
11.4
11.3
11.3
11.3
11.3
11.3
11.2 11.2
11.2
11.2
11.2 11.2
11.2
11.1
11.1
11.1
11.1
11.1
11.0
10.9
10.8
10.7
10.7
10.7
10.6
10.5
10.4
10.3
10.2
10.2
10.2
10.1
10.1
10.0
10.0
10.0
10.0
10.0 10.0
10.0
10.0
10.0
10.0
10.0
9.8 9.8
9.7
9.7
9.7
9.7
9.7
9.6
9.6
9.5
9.5
9.4
9.4
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
9.2
9.2
9.2 9.2
9.2
9.2
9.1
9.1
9.1
9.0
8.9
8.9
8.9
8.9
8.9
8.8
8.8
8.8
8.7
8.7
8.7
8.7
8.7
8.6
8.6
8.5
8.5
8.4
8.4
8.3
8.3
8.3
8.2
8.2
8.2
8.1
8.1
8.1
8.1
8.0
8.0 7.9 7.9
7.9
7.9
7.9
7.8
7.8
7.8
7.7
7.7
7.7
7.6
7.6
7.5
7.5 7.5
7.4
7.4
7.3
7.3
7.3
7.3
7.2
7.2
7.1 7.1
7.1
7.1
7.0
6.9
6.86.8
6.7
6.6 6.5
6.4
6.4
6.3
6.3
6.2 5.9 5.7 5.4 5.0 4.7 4.5 4.5
R
IP
R A
P
R
IP
R A P
SEWAGE
TREATMENT
PLANT
E
,5
,0
E
,5
,0
E
,5
,0
S.B/W EXT#2
94-H
94-I
92-1
75-15
76-K
85-14
LAKE MICHIGAN
B R E A K
W A T E R
BREAKWATER
W A L L
B R E A K
W A T E R
W A
L L
W A
L L
W A
L L
WALL
W A
L L
W A
L L
MOORINGPOSTS
RED LT.#8
GREEN LT. #3
LIGHTHOUSE
76-PRIME
100+00
0+00
5+00 10+00
15+00
20+00
25+00
10 8
S O
U
K E
V I
I
V E
N "6"
R
C "1"
G
FI G 2.5s
"3"
FI R 2.5s
"8"
AB
C
D E
F
25+84
"MH"
GR
N "2"
R
’-0
’-0
’-0
’-0
7+00
3+00
DREDGE PLAN
200’0 100’
SCALE:1"=100’
NN
CN101
COORDINATE TABLE
STA. DESCRIPTION
COORDINATES
NORTHING EASTING
772065.149 2585906.279
772072.966 2586112.185
771285.463 2585041.590
771105.495 2585044.927
771293.620 2585481.619
771110.133 2585294.888
771604.703 2585535.777
770962.196 2585947.753
771612.451 2585954.198
771622.448 2586493.041
771628.775 2586835.564
770984.426 2587147.557
771425.934 2587493.898
771055.850 2587493.655
771683.914 2587922.207
770813.913 2587931.226
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
CHANNEL PT.
772062.943 2585981.930
771612.534 2586029.607
771195.479 2585043.259
771201.036 2585343.201
771214.534 2586071.735
771248.903 2587926.717
BB
AA
D
C
B
A
DO.
DO.
DO.
DO.
DO.
CENTERLINE PT.
R E
Q U
IR
E D A
N D O
P T
IO
N D
R E
D G
IN
G D
R E
D G
E P
L A
N
BELOW L.W.D.
DREDGE TO -22.0 FT
BELOW L.W.D.
DREDGE TO -22.0 FT
REQUIRED - AREA 1
DOWNSTREAM LIMIT
BELOW L.W.D.
DREDGE TO -21.0 FT
BELOW L.W.D.
DREDGE TO -21.0 FT
REQUIRED - AREA 1
UPSTREAM LIMIT
OPTION 1- AREA 4
UPSTREAM LIMIT
OPTION 1 - AREA 4
DOWNSTEAM LIMIT
CENTERLINE
LEGEND
DREDGE LIMITS / CHANNEL LIMITS
-22.0 FT CONTOUR
TO -22.0 FT BELOW L.W.D.
OPTION 1 DREDGING AREA 4
TO -21.0 FT BELOW L.W.D.
REQUIRED DREDGING AREA 1
CHANNEL TURNING POINT
-21.0 FT CONTOUR
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
P
R O
S S
W M
A W
-1
-2
A .W
A G
N E
R
W
X K -1
-B -0
F Y M /D M
A N
IT
O W
O C H
A R
B O
R M
A N
IT
O W
O C
W
IS
C O
N S
IN
M A
N
IT
O W
O C 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
SHEET OF
-1
-2 fi
Detroit District of Engineers
US Army Corps
B
C O
E S
-1
-2
B
C O
E S
-0
-2
C E
R T
IF
IE
D F
IN
A L
-1
-2
R E
A D
Y T
O A
D V
E R
T
IS
E
.4
.3
.2
.8
23.4 23.0
.0
22.9
22.8
22.7
22.7
.7
22.6
22.6
22.4
22.3
22.2
22.
22.
22.
.1
22.1
.1
22.0
21.
21.9
21.9
21.8
21.
21.
21.
21.6
21.6
21.
21.
21.
21.
21.
21.5
21.5
21.4
21.4
21.4
21.4
21.
21.4
21.
21.
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.3
21.2
.2
21.2
21.1
21.0
20.9
20.8
20.8
20.7
20.6
.6
20.5
20.5
20.4
20.
20.3 20.3
.3
20.3
20.2
20.
20.1
20.0
19.9
19.8
19.
19.7
19.
19.
19.6
19.5
19.4
19.2
19.2
19.1
19.0
19.0
18.9
18.9
18.8
18.8
18.8
18.8
18.7
18.6
18.6
18.4
18.3
18.3
18.2 18.2
18.
18.2
18.0
17.9
17.9
17.8
17.
17.8
17.
17.6
17.4 17.4
17.3
17.3
17.3
17.3
17.
17.2
17.1
17.1
17.0
17.0
16.9
16.8
16.
16.7
16.6
16.
16.5
.5
16.4
16.2
16.1
15.9
15.
15.7
15.6
15.6
15.5
15.4
15.2
.8 14.7
14.
14.6
14.3
14.
13.
13.7
13.6 13.6
12.9
12.9
12.7
11.
11.8
11.7
11.7
11.7
.5
11.
10.
10.7
10.7
10.
9.9
9.8
9.7
9.7
9.7
9.6 9.6
9.6
9.
9.5
9.4
9.3
9.
3 9
9.2 9.1
9.1
9.1
8.9
8.9
8.9
8.9
8.8
8.8
8.8
8.
8.5
8.4
8.4
8.4
8.4
8.
8.2
8.2 8.0
8.0
8.
7.9
7.9
7.9
7.6 7.6
7.6 7.5
7.
7.47.47.4
7.3
7.
7.2
7.2
7.
7.0
7.0
7.
6.7
6.6
6.2
5.6
175+00 170+00
155+00 150+00
74 72
TANK
TANKS
G R
A
IN
E L E
V A T
O R
SMOKE STACK
CONVEYOR
TANKS
CRANE
E
,5
,0
E
,5
,0
E
,5
,0
S-88
75-6
75-7
75-8
WALL
WALLS
WALL
WALL
W A
L L
W A
L L
W A
L L
W A
L L
W A L L
WALL
W A L L
C O
N V E
Y O R
T
O W E R
D O
A N
E
STATE STREET
PARK STREET
ST. CLAIR STREET
N O
R
T
R
E E
T
S P
R I
R E E T
B R U S H
N
N O
R T
H
R E
E T
CN102
COORDINATE TABLE
STA. DESCRIPTION
COORDINATES
NORTHING EASTING
X
W
V
U
T
S
R
Q
P
O
N
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
CENTERLINE PT.
773018.350 2580503.863
773187.661 2580618.344
773543.835 2580925.345
773558.762 2580936.955
774001.893 2581376.541
774086.776 2581675.816
774078.977 2582165.132
773829.656 2582487.764
773487.015 2582645.233
773350.124 2582636.192
772770.620 2582270.706
773505.941 2580990.198
773611.582 2580883.710
773468.537 2580944.731
773452.577 2580760.032
773293.513 2580808.595
773449.706 2580704.993
773142.021 2580678.018
772976.340 2580565.992
773060.358 2580441.734
772812.880 2581735.401
772919.734 2581755.128
772871.328 2582181.522
772895.051 2582230.958
772622.708 2582775.663
773426.388 2582566.066
773084.976 2582839.857
773525.320 2582572.600
773735.321 2582631.257
773748.615 2582469.982
773921.700 2582509.894
774004.386 2582139.004
774163.936 2582220.360
774011.611 2581685.659
774289.407 2581556.104
773935.112 2581415.943
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
DO.
CHANNEL PT.
R E
Q U
IR
E D D
R E
D G
IN
G D
R E
D G
E P
L A
N
B E
LO
W L .W .D
D R E D
G E T
O .0 F
T
R E Q
U
IR
E D A
R E A
U P S T R E A
M L
IM
IT
B E L O
W L .W .D
D R
E D
G E T
O .0 F
T
R E
Q U
IR
E D A
R E
A
U P S T R
E A
M L
IM
IT
B E L O
W L .W .D
D R E
D G
E T
O .0 F
T
R E
Q U
IR
E D A
R E
A
D O
W N S T R E
A M L
IM
IT
B E
LO
W L .W .D
D R E D
G E T
O .0 F
T
R E Q
U
IR
E D A
R E A
D O
W N S T R E A
M L
IM
IT
DREDGE PLAN
NN
200’0 100’
SCALE:1"=100’
CENTERLINE
LEGEND
DREDGE LIMITS / CHANNEL LIMITS
-21.0 FT CONTOUR
TO -12.0 FT BELOW L.W.D.
REQUIRED DREDGING AREA 2
TO -21.0 FT BELOW L.W.D.
REQUIRED DREDGING AREA 3
CHANNEL TURNING POINT
-12.0 FT CONTOUR
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
P
R O
S S
W M
A W
-1
-2
A .W
A G
N E
R
W
X K -1
-B -0
F Y M /D M
A N
IT
O W
O C H
A R
B O
R M
A N
IT
O W
O C
W
IS
C O
N S
IN
M A
N
IT
O W
O C 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
SHEET OF
-1
-2 fi
Detroit District of Engineers
US Army Corps
B
C O
E S
-1
-2
B
C O
E S
-0
-2
C E
R T
IF
IE
D F
IN
A L
-1
-2
R E
A D
Y T
O A
D V
E R
T
IS
E
RIPRAP
E
,5
,0
E
,5
,0
WALL
BREAKW
ATER
R
IP
R A
P
R
IP
R A
P
RED LT.#4
M
R I P
R A
P R I P
R A
P
R I P
R A
P
R I P
R A
P
RIPRAP
RIPRAP
E
,5
,0
E
,5
,0
W
ALL
BREAKWATER
BREAKWATER
B R
E A
K W
A T
E R
B R
E A
K W
A T
E R
W A
L L
WALL
W A
L L
W A
L L
WALL
WALL
WALL
BREAKWATER
WALL
BREAKW
ATER
B R
E A
K W
A T
E R
W A
L L
W A
L L
W A
L L
RI
PRAP
RIPRAP
R I P
R A
P
R I P
R A
P
R I P
R A
P
RED POLE #6
L
C "3"
G
FI G 2.5s
"5"
FI R 2.5s
"4"
"6"
R
9 5
13.9
13.5
13.2
13.2
12.8 1
12.8
12.8
12.5
12.5
11.2
11.2
11.1
11.1
11.0
11.0 11.0
10.9
10.9
10.8
10.8
10.8
10.6
10.6
9.9
9.9
9.9
9.
9.
9.7
9.7
9.7
9.7
9.6
9.
9.6
9.6
9.
9.5
9.4
9.
3 9.
9.3
9.3
9.
9.
9.2
9.2
9.1
9.
9.1
9.1
9.0
9.0
9.0
9.0
9.
8.
8.8
8.8
8.
8.
8.
8.
8.
8.6
8.6
8.6
8.5
8.4
8.4
8.4
8.4
8.3
8.3
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.2
8.1
8.1
8.0
8.0
8.0
8.0
7.9
7.9
7.8
7.8
7.8
7.8
7.8
7.
7.7
7.7
7.6
7.6
7.6
7.6
7.5
7.4
7.3
7.3
7.3
7.3
7.2
7.2
7.2
7.2
7.1
7.1
7.1
7.0
7.0
7.0
7.0
7.0
6.9
6.9
6.9
6.9
6.9
6.9
6.8
6.8
6.8
6.8
6.8
6.7
6.7
6.6
6.6
6.6
6.6
6.6
6.5
6.5
6.4
6.4
6.4
6.3
6.3
6.2
6.2
6.2
6.1
6.0
6.0
6.0
5.9
5.9
5.9
5.7
5.5
5.5
5.5
5.3
5.0
4.4
4.3
4.1
4.04.0
4.0
4.0
4.0
4.0
3.9
3.9
3.9
3.9
3.93.9
3.9
3.8
3.83.8
3.8
3.83.7
3.7
3.7
3.6
3.6
3.6
3.5
3.5
3.53.3
3.3
3.2
3.0
2.9
2.8
2.4
2.1
1.8
1.1
0.8
125+00
120+00
115+00
110+00
175+00 170+00
155+00 150+00
5 4
74 72
R
IP
R A
P
R
IP
R A
P
RIPRAP
TANKS
R
IP
R A P
SEWAGE
TREATMENT
PLANT
N 770,000
N 771,000
N 772,000
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
S.B/W EXT#2
94-H
94-I
92-1
75-15
76-K
85-14
LAKE MICHIGAN
B R E A K
W A T E R
BREAKWATER
WALL
W A L L
B R E A K
W A T E R
BREAKW
ATER
WALLWALL
WALL
O B
S C
U R
L L
W A
L L
W A
L L
W A
L L
W A
L L
WALLWALL
W A
L L
W A
L L
W A
L L
W A
L L
W A
L L
W A L L
DO
CK
MOORINGPOSTS
R
IP
R A
P
R
IP
R A
P
YORK STREET
M A
R I
T I
M E
D R I
V E
RED LT.#8
GREEN LT. #3
LIGHTHOUSE
RED LT.#4
M
76-PRIME
100+00
0+00105+00
5+00 10+00
15+00
20+00
25+00
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
W A L L
W A
L L
W A L L
W A L L
W A L L
WALL
W A
L L
S
WALL
WALL
WALL
WALL
WALL
WALL
W A
L L
WALL
FRANKLIN STREET
FRANKLIN STREET
S O
U
T
R E E T
WOLMER STREET
CLARK STREET
QUAY STREET
BUFFALO STREET
CHICAGO STREET
BUFFALO STREET
CHICAGO STREET
YORK STREET
COMMERCIAL STREET
N O
R
R E
E T
N O
R
R E
E T
N O
R
R E
E T
N O
R
R E
E T
B
U S I
N E
U
S
B R
U S
H
B R
U S
H
B R
U S
H
B R
U S
H
BRUSH
BRUSH
BRUSH
BRUSHB
R
U S
H
TANKS
WALL
WALL
WALLWALL
WALL
WALL
WALL
WALL
WALL
WALL
WALL
N 771,000 N 771,000
N 772,000 N 772,000
89-1
89-2
88-12
88-3
B R
U S
H
S O
U
R E
E T
S O
U
R E
E T
S O
U
R E
E T
S O
U
R E
E T
S O
U
R E
E T
S
R E
E T
S O
U
R E
E T
S
R E
E T
COMMERCIAL STREET
N
R E
E T
GRAIN ELEVATOR
TANK
TANKS
G R
A
IN
E L E
V A T
O R
SMOKE STACK
CONVEYOR
TANKS
CRANE
BRUSH
BRUSHBRUSH
BRUSH
N 773,000 N 773,000
N 774,000 N 774,000
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
75-5
S-88
75-6
75-7
75-8
WALL
WALL
WALLS
WALL
WALL
W A
L L
W A
L L
W A
L L
W A
L L
W A
L L
W A L L
WALL
W A L L
C O
N V E
Y O R
T
O W E R
S U B -S
T A T
IO
N
D O
A N
E
B R
U S
H
B R
U S
H
B R
U S
H
B R
U S
H
B R
U S
H
B R
U S
H
STATE STREET
PARK STREET
ST. CLAIR STREET
N O
R
T
R
E E
T
S P
R I
R E E T
B R U S H
N O
R
R E
E T
R E
V E
R E
E T
B R
U S
H
R I P
R A
P R I P
R A
P
R I P
R A
P
R I P
R A
P
RIPRAP
RIPRAP
N 772,000
N 773,000
N 774,000
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
E
,5
,0
N
W A L L
W A
L L
W
ALL
WALL
BREAKWATER
BREAKWATER
B R
E A
K W
A T
E R
B R
E A
K W
A T
E R
W A
L L
WALL
W A
L L
W A
L L
WALL
BREAKWATER
WALL
WALL
WALL
BREAKWATER
WALL
BREAKW
ATER
B R
E A
K W
A T
E R
W A
L L
W A
L L
W A
L L
RI
PRAP
RIPRAP
R I P
R A
P
R I P
R A
P
R I P
R A
P
N O
R
R E
E T
N O
R
R E
E T
N O
R
R E
E T
CHICAGO STREET
STATE STREET
PARK STREET
RED POLE #6
L
S O
U
K E
V I
I
V E
S O
U
R E
E T
S O
U
R E
E T
N O
R
R E
E T
N O
R
R E
E T
FRANKLIN STREET
E V
I
I V
E K
R O
N
N "6"
R
C "3"
G
C "1"
G
C "9"
G
FI G 2.5s
"5"
FI G 2.5s
"3"
FI R 2.5s
"8"
FI R 2.5s
"4"
"6"
R
AB
C
D E
FG
25+84
"MH"
GR
N "2"
R
N
RR101
R E
A L E
S T
A T
E P
L A
N P
L A
C E
M E
N T A
N D
PLACEMENT AREA
AREA 4
AREA 1
AREA 3
AREA 2
CITY OF MANITOWOC
IS PROHIBITED.
10. THE DISCHARGE OF WATER FROM THE CDF
TO DISCOURAGE BIRD NESTING AFTER PLACEMENT.
12.0 FT ABOVE L.W.D. FINAL GRADE SHALL BE LEVELED
MAXIMUM ELEVATION OF DEPOSITED MATERIALS SHALL BE
DIKE SHALL BE 9.0 FT ABOVE L.W.D. ELSEWHERE THE
WITHIN 50 FEET OF THE CENTERLINE OF THE PERIMETER
9. THE MAXIMUM ELEVATION OF PLACED DREDGE MATERIALS
TO THE EAST AND NORTH DIKE STRUCTURE.
8. ACCESS FOR OFF-LOADING OPERATIONS IS LIMITED
IS BY WATER ONLY.
7. ACCESS TO THE CONFINED DISPOSAL FACILITY
AWARD.
TO BE DONE BY OTHERS PRIOR TO CONTRACT
6. PLACEMENT AREA DOES NOT DEPICT PROPOSED EARTHWORK
OFFICE SURVEY PARTY ON 11 AUGUST 2015.
LAKE MICHIGAN AREA OFFICE, KEWAUNEE SUB
5. THE SURVEY SHOWN WAS CONDUCTED BY THE
GENERAL CONDITIONS AT THAT TIME.
AND CAN ONLY BE CONSIDERED AS INDICATING THE
THE RESULTS OF SURVEYS MADE ON THE DATES INDICATED
4. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS
MEAN SEA LEVEL, I.G.L.D. 1985.
LOW WATER DATUM ELEVATION, 577.5 FEET ABOVE
3. ALL ELEVATIONS ARE IN FEET AND ARE REFERENCED TO
NORTH AMERICAN DATUM 1983 (NAD83), US FOOT.
SYSTEM, LAMBERT PROJECTION, SOUTH ZONE (4803),
TO THE WISCONSIN STATE PLANE COORDINATE
2. THE GRID COORDINATE SYSTEM SHOWN IS REFERENCED
OFFICE.
TECHNICAL SUPPORT BRANCH, KEWAUNEE AREA
ENGINEERING & TECHNICAL SERVICES, OPERATIONS
AVAILABLE FROM THE DETROIT DISTRICT,
1. SURVEY CONTROL AND BENCH MARK DATA IS
GENERAL NOTES:
KEYED NOTES:
AREA INDICATED
DREDGE MATERIAL SHALL BE PLACED WITHIN THE
135 FT OF FILTER CELLS IS NOT PERMITTED.
PLACEMENT OF DREDGE MATERIALS WITHIN
MAINTAIN PUBLIC ACCESS TO PARK AT ALL TIMES.
PROJECT MAP
THROUGH DURATION OF CONTRACT.
THE CDF. MAINTAIN PUBLIC ACCESS TO PARK
WITHIN THE PARK LOCATED ON THE SOUTH END OF
NO EQUIPMENT OR MATERIAL PLACEMENT IS ALLOWED
135 FT
REAL ESTATE PLAN
PLACEMENT AND
NN
200’0 100’
SCALE:1"=100’
LEGEND
MINOR CONTOUR
MAJOR CONTOUR
CHANNEL LIMITS
CHANNEL TURNING POINT
PLACEMENT AREA LIMITS
RESTRICTED AREA
| SHEET 1 |
| SHEET 2 |
| SHEET 3 |
| SHEET 4 |
File details come from the government source that posted it. Updated .