Plans.pdf
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- Maintenance Dredging Green Bay, WI
- Solicitation number
- W911XK18B0009
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| Specifications.PDF | ||
| W911XK18B0009.pdf |
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S O
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B
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SHEET ID
®of Engineers
US Army Corps
U .S
A R
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P S O
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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:54:26 AM 4/5/2018
...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\
A
S I
G-001
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
C
V
R
T R
O
IT
M I
M
IC
H
IG
A N A of Engineers
US Army Corps
WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH
PHILLIP C. ROSS P.E., CHIEF ENGINERRING & CONSTRUCTION OFFICE
MARIE STRUM P.E., CHIEF ENGINEERING & TECHNICAL SERVICES
REQUIRED BY ER 1110-1-8152
PROJECTS DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS
REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE
ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND
THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S.
D E
T R
O
IT
D
IS
T R
IC
T
DETROIT DISTRICT
24.0 FEET
PROJECT DEPTH
26.0 FEET
PROJECT DEPTH
515+00
520+00
510+00
500+00
505+00
540+00
545+00
535+00
525+00
530+00
495+00
460+00
465+00
455+00
445+00
450+00
485+00
490+00
480+00
470+00
475+00
550+00
625+00
370+00
620+00
610+00
615+00
375+00
605+00
570+00
575+00
565+00
555+00
560+00
595+00
600+00
590+00
580+00
585+00
300+00
305+00
295+00
285+00
290+00
325+00
330+00
320+00
310+00
315+00
280+00
245+00
250+00
240+00
230+00
235+00
270+00
275+00
265+00
255+00
260+00
335+00
410+00
415+00
405+00
395+00
400+00
435+00
440+00
430+00
420+00
425+00
390+00
355+00
360+00
350+00
340+00
345+00
380+00
385+00
375+00
365+00
370+00
225+00
70+00 PILE
PILE
PILE
PILE
PILE
PILE
PILE
PILE
50+00
45+00
40+00
35+00
65+00
55+00
60+00
80+00
85+00
75+00
65+00
70+00
105+00
110+00
100+00
90+00
95+00
60+00
25+00
30+00
20+00
10+00
15+00
50+00
55+00
45+00
35+00
40+00
115+00
190+00
195+00
185+00
175+00
180+00
215+00
220+00
210+00
200+00
205+00
170+00
135+00
140+00
130+00
120+00
125+00
160+00 165+00
155+00
145+00
150+00
AREA
DAM
STORAGE
P
IP
E S
A R
E A
S
TO
R A
G E
S
TO
R A
G E
A R
E A
25+00
30+00
5+00
0+00
20+00
10+00
15+00
5+00
290+00 280+00285+00
230+00
235+00
225+00
220+00
255+00 250+00
240+00
245+00
DIRT PILES
310+00
315+00
305+00 295+00300+00
320+00
325+00
270+00275+00 265+00 260+00
190+00
210+00
215+00
205+00
195+00
200+00
PILE
COAL
PILE
COAL
PILE
PILES
COAL
COAL
COAL
PILE
SUBSTA
P A
R K
V O
Y A
G E
R
PARK
ASHWAUBOMAY
350+00
355+00
345+00
335+00
340+00
365+00
360+00
330+00
TOWER
TOWER
TOWER
PILE
PILE
PILE
PILE
PILE
PILE
PILE
105+00
95+00
100+00
39/37
90+00
80+00
85+00
43/41
35/33
75+00
0+
5+
CEMETERY
0+
180+00
185+00
175+00
5+
0+
PILINGS
SCRUB
GAZEBO
PILINGS
PILINGS
PILINGS
PILINGS
PILINGS
140+00
145+00
135+00
125+00
130+00
120+00
110+00
115+00
SIGN
SIGN
SIGN
55A
55B
75A
75B
291A
291B
303A
303B
315A
315B
GENERAL PLAN
26.0'
REQUIRED DREDGING
SCALE:1"=5000'
10000'5000'
US 41
CELL
WEST
CELL
CENTRAL
CELL
EAST
D O
U S
M A
N S
T
BROADWAY
S H
A W
A N
O A
V E
M A
S O
N S
T
U S
V E
L P A
V E
I-
E . S
H O
R E D
R
MILTARY AVE
BAYPORT D
R.
H U
R L
B U
T A
V E
S T
A T
E
GREEN BAY
GREEN BAY
ISLAND
RENARD
BAY
GREEN
BAY
GREEN
RIVERSIDE DR
W A
L N
U T
MONROE
M A
S O
N
WEBSTER ST
P O
R L
IE
R
C.S. 347+00
C.S. 337+00
C.S. 303+00
C.S. 337+00
CAT ISLAND DREDGED MATERIAL PLACEMENT SITE (DMPS)
GOVERNMENT FURNISHED
OPTION 2, 26.0'
OPTION 1, 26.0'
LOCATION MAP
MINNESOTA
DULUTH
MICHIGAN
LAKE SUPERIOR
INTERNATIO
NAL
BO
UNDARY
CANADA
SOO
MICHIGAN
LAKE HURON
GEORGIAN
BAY
GREEN BAY
IOWA
DAVENPORT
ILLINOIS
N
OF ENGINEERS
DETROIT DISTRICT
US ARMY CORPS
0 25 75 10050
SCALE OF MILES
CLEVELAND
LAKE
ER
IE
OHIOINDIANA
FORT WAYNE
CHICAGO
HAVEN
GRAND
LAKE
MICHIGAN
LOCATION
PROJECT
SAGINAW
DETROIT
B O
UNDARYNATIO
NAL
IN
T E R
WISCONSIN
G R
E E
N B
A Y
W I
B R
O W
N C
O U
N T
Y F
E B
GREEN BAY, WI
BROWN COUNTY
05APR2018
A T
A P
P E
A
W A
G N
E R
W
M E
R T
E
C.S. 355+00
C.S. 347+00
FY18 MAINTENANCE DREDGING
F Y M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
CERTIFIED FINAL - READY TO ADVERTISE
C.S. 75+00
/s/ WILLIAM D. MERTE P.E.
/s/ PHILLIP C. ROSS P.E.
/s/ MARIE STRUM P.E.
L
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IS
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B
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
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P S O
F E
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A AF
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I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:54:30 AM 4/5/2018
S I
G-002
C
G -0
.d
T R
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M I
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H
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A N A
V E
D E
T R
O
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D
IS
T R
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G
N E
R A
L I
N F
O R
M A
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IO
N
CL CHAN
c c c c c
C H
A N
N E
L L
IN
E
C H
A N
N E
L L
IN
E
CHANNEL WIDTH VARIES
ALLOWED BUT NOT REQUIRED
SIDE SLOPE DREDGING IS
TO BE DREDGED
REQ'D MATERIAL
BOTTOM SURFACE
EXAMPLE EXISTING
TYPICAL CROSS SECTION
P R
O J E
C T D
E P
T H
OVERDEPTH PRISM
1 FT. ALLOWABLE PAY
G R
E E
N B
A Y
W I
B R
O W
N C
O U
N T
Y F
E B
A T
A P
P E
A
W A
G N
E R
W
M E
R T
E
ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED AS REQUIRED (REQ'D).6.
OFFICE.
BE PROVIDED BY THE LAKE MICHIGAN AREA OFFICE- KEWAUNEE SUB
DETAILED DESCRIPTION OF BENCHMARKS AND HORIZONTAL CONTROL WILL 5.
UPSTREAM AND DOWNSTREAM LIMITS SHOWN.
OBTAINED FROM THE PRIOR TO DREDGING SOUNDINGS TAKEN WITHIN THE
AREAS WILL BE REVISED TO CONFORM TO THE NEW 26.0FT DEPTH CONTOUR
HEREINBEFORE. THE REQUIRED AND OPTION MAINTENANCE DREDGING
26.0FT DEPTH CONTOURS RESULTING FROM THE SURVEYS INDICATED
THE REQUIRED AND OPTION MAINTENANCE DREDGING IS BASED UPON THE 4.
FOOT.
CENTRAL ZONE 4802, NORTH AMERICAN DATUM 1983 (NAD83), US SURVEY
WISCONSIN STATE PLANE COORDINATE SYSTEM LAMBERT PROJECTION,
THE COORDINATE GRID SYSTEM SHOWN IS REFERENCED TO THE 3.
NAVIGATION.
ON THE DATE OF THE SURVEY AND CANNOT BE CONSIDERED FOR
THE LOCATION OF NAVIGATION BUOYS REPRESENT THE GENERAL LOCATION 2.
INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME.
COMPLETED ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS
RESULTS OF AUTOMATED HYDROGRAPHIC SURVEYS THAT WERE
THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE 1.
GENERAL NOTES
CERTIFIED FINAL - READY TO ADVERTISE
F Y M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
EXISTING CORE STONE
EXISTING LAKE BOTTOM (ELEV. VARIES -2 LWD TO -4.3 LWD)
ELEV. VARIES +5.22 TO +8.0
L.W.D 577.5' = 0.0
STONE
EXISTING ARMOR
EXISTING ARMOR STONE TOE
SCALE: NTS
12' 9'
5'
TYPICAL WAVE BARRIER CROSS SECTION
340+00315+00310+00 330+00325+00320+00300+00 335+00305+00
R "12"
FI R 4s
G "11"
FI G 4s
28.9 28.3
28.2
28.1
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28.0
28.0
28.0
28.0
27.8
27.8 27.8 27.8
27.7 27.7
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27.7
27.7 27.7
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27.6
27.6 27.6
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27.0
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27.0
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27.0 27.0
27.0
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27.0 27.0
27.0
27.0
27.0
27.0
26.9
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26.9 26.9
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26.7 26.7
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26.5 26.5
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26.4
26.4 26.4
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26.3
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26.1
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26.1 26.1
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26.1 26.1
26.1
26.1
26.0
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26.0
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26.0
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26.0 26.0 26.0
26.0
26.0
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26.0
25.9 25.9 25.9
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25.5 25.4 25.4
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25.3 25.3 25.3
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25.3 25.3 25.2
25.2
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25.2 25.1
25.1
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25.1 25.1
25.0
25.0
25.0
25.0
25.0
25.0 24.9
24.9 24.9
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24.2 24.2 24.2 24.2 24.2
24.2 24.2 24.2 24.2 24.2
24.2 24.1 24.1
24.1 24.1 24.1
24.0
24.0 24.0
24.0
24.0 24.0
24.0 24.0 24.0
23.9
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23.8 23.8 23.8 23.8 23.8
23.8 23.8
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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
22.5 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
22.4 22.4
22.4
22.4
22.4 22.4
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
22.3
22.3
22.3
22.3 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
22.2
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
22.1 22.1
22.1 22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.1 22.1
22.1 22.1
22.1
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0 22.0
22.0 22.0
22.0
22.0
22.0 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
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9
21.9 21.9
21.9
21.9
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 21.8
21.8
21.8 21.8
21.8
21.8 21.8
21.8
21.8 21.8
21.8
21.8
21.8 21.8
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
21.7
21.7 21.7
21.7 21.7
21.7
21.7
21.7 21.7
21.7 21.7
21.7
21.7
21.7
21.7
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
21.6
21.6 21.6
21.6
21.6
21.6
21.6 21.6 21.6
21.6
21.6
21.6
21.6
21.6 21.6
21.6 21.6
21.6
21.6
21.6
21.6
21.6
21.6 21.6
21.6
21.6
21.6
21.6 21.5 21.5
21.5
21.5
21.5
21.5 21.5
21.5
21.5 21.5
21.5
21.5
21.5 21.5
21.5 21.5
21.5
21.5 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
21.4
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
21.2 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
21.0
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
20.8
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 20.6
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
20.4
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 20.2
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
20.0
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
19.8
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
19.6
19.6
19.6
19.6
19.6
19.6
19.4 19.4
19.4
19.4
19.4
19.2
19.2
19.2
19.2
19.2 19.1
19.0 19.0
19.0
18.9
18.9
18.7 18.6 18.4
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S
A AF
E
Y
Y
T
P S
C O
R
G I
N E
E R
S
D E
T R
O
S T
R I
C T
I n c r e a o f i t
S u b m
C P
S
V a l g i n e e r i
350+00345+00 360+00355+00 370+00 385+00380+00375+00365+00
R "10"
FI R 4s
G "9"
FI G 4s
28.4
28.1
28.1
28.1 28.1 28.1 28.0
28.0 28.0
27.9
27.9 27.9 27.9
27.9
27.9
27.9
27.8 27.8
27.8 27.8
27.8 27.8
27.8 27.8 27.8
27.8
27.8
27.8
27.8 27.8 27.7
27.7
27.7
27.7
27.7 27.7
27.7 27.7
27.7
27.7
27.7
27.7 27.7
27.7
27.6 27.6
27.6
27.6 27.6
27.6
27.6 27.6
27.6
27.6 27.6
27.6
27.6
27.6 27.6
27.6
27.6 27.6
27.6 27.6
27.6 27.6
27.5
27.5 27.5
27.5
27.5
27.5
27.5 27.5
27.5 27.5
27.5
27.4
27.4
27.4
27.4
27.4
27.4
27.4
27.4
27.4 27.4
27.4 27.4
27.4 27.4
27.4
27.4 27.4
27.3 27.3
27.3 27.3 27.3
27.3
27.3
27.3 27.3
27.3
27.3
27.3
27.3
27.3 27.2
27.2 27.2
27.2
27.2
27.2
27.2
27.2
27.2
27.2 27.2 27.1 27.1 27.1
27.1 27.1 27.1 27.1
27.1
27.1
27.1
27.1 27.1
27.1
27.0 27.0
27.0
27.0
27.0
27.0
27.0
27.0
27.0
27.0 27.0
26.9
26.9
26.9
26.9 26.9
26.9
26.9 26.9 26.9
26.9
26.9
26.9
26.8
26.8 26.8
26.8
26.8 26.8
26.8
26.8 26.8 26.8
26.8
26.7 26.7
26.7 26.7
26.7
26.7 26.7
26.7 26.7
26.7 26.7 26.7
26.7
26.6
26.6 26.6
26.6 26.6 26.6
26.6
26.6 26.6
26.6
26.6 26.6 26.6 26.6
26.5
26.5 26.5 26.5
26.5 26.4
26.4
26.4
26.4
26.4 26.3
26.3 26.3 26.3
26.3
26.3 26.3
26.3
26.3
26.3 26.3
26.3 26.2 26.2
26.2
26.2
26.2
26.2 26.2 26.2 26.2 26.1
26.1
26.1
26.1
26.1 26.1
26.1
26.1
26.1
26.0 26.0
26.0 26.0 26.0 26.0 26.0
25.9 25.9
25.9
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
25.8 25.8
25.7 25.7
25.7 25.7
25.7 25.7 25.7 25.6 25.6 25.6 25.6
25.6
25.6
25.6
25.6
25.6 25.6
25.6
25.5
25.5 25.5
25.5
25.5 25.5
25.5
25.4
25.4 25.4
25.4 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 25.2
25.1 25.1 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 24.9 24.9
24.9
24.9
24.9
24.9
24.9 24.9 24.8
24.8 24.8
24.8 24.8 24.8 24.8
24.8 24.8 24.7 24.7 24.7
24.7 24.7
24.7
24.6
24.6
24.6 24.6 24.6 24.6 24.6 24.5
24.5
24.5
24.5 24.5
24.5
24.5 24.5 24.5
24.5
24.5 24.5 24.4 24.4 24.4 24.4 24.4
24.4
24.4
24.3
24.3
24.3
24.2
24.2
24.2
24.2
24.2 24.2
24.2
24.2
24.2 24.1 24.1
24.1 24.1
24.1
24.1
24.1
24.1 24.1 24.1
24.1 24.1 24.1
24.0
24.0 24.0
24.0
24.0
24.0 24.0 23.9 23.9
23.9
23.9 23.9
23.9
23.9
23.9 23.9
23.8
23.8
23.8
23.8
23.8
23.8 23.8
23.7 23.7 23.7
23.7
23.7 23.7
23.7
23.7 23.7 23.7
23.7 23.7 23.6 23.6
23.6
23.6 23.6
23.6
23.6 23.6
23.6
23.6 23.6
23.6 23.6 23.6
23.6
23.6
23.6
23.6
23.5 23.5
23.5
23.5 23.5
23.5
23.5
23.5
23.5 23.5 23.5
23.5
23.5
23.4 23.4
23.4
23.4 23.4
23.4
23.4
23.4
23.4 23.4
23.4
23.4 23.4
23.3
23.3
23.3 23.3
23.3
23.3
23.3 23.3
23.3 23.3
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
23.2
23.2 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
23.1 23.1
23.1 23.1
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
23.0
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
22.9
22.9 22.9
22.9 22.9
22.9
22.9
22.9 22.9
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 22.8
22.8
22.8
22.8
22.8 22.8
22.8 22.8
22.8
22.8
22.8 22.8
22.8
22.8 22.8
22.8 22.8
22.8 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 22.7
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
22.6 22.6 22.6
22.6 22.6
22.6
22.6
22.6
22.6
22.6 22.6
22.6
22.6
22.6
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
22.5
22.5
22.5
22.5
22.5
22.5 22.5
22.5
22.5
22.5 22.5
22.5
22.5
22.5
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
22.4
22.4
22.4 22.4
22.4 22.4
22.4 22.4
22.4
22.4
22.4
22.4 22.4
22.4
22.4
22.4
22.4
22.4
22.4
22.4 22.4
22.4
22.4
22.4
22.4
22.4 22.4
22.4 22.4
22.4
22.4 22.4
22.4 22.4
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 22.3
22.3 22.3
22.3
22.3
22.3
22.3
22.3
22.3
22.3
22.3 22.3
22.3
22.3 22.3
22.3
22.3
22.3 22.3
22.3
22.3
22.3
22.3
22.3
22.3
22.3 22.3
22.3
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
22.2 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
22.2
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
22.1 22.1
22.1 22.1
22.1
22.1
22.1 22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.1
22.1 22.1
22.1
22.1 22.1
22.1
22.1 22.1
22.1
22.1
22.1
22.1
22.1
22.1 22.1 22.1
22.1 22.1
22.1
22.1
22.1
22.0 22.0
22.0
22.0
22.0 22.0
22.0 22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0 22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0
22.0 22.0
22.0
22.0
22.0
22.0
22.0
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 21.9
21.9 21.9
21.9
21.9 21.9
21.9
21.9
21.9 21.9 21.9
21.9
21.9
21.9
21.9
21.9
21.9 21.9
21.9
21.9 21.9
21.9
21.9
21.9
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
21.8
21.8
21.8
21.8
21.8 21.8
21.8
21.8
21.8
21.8
21.8 21.8 21.8
21.8
21.8
21.8
21.8
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
21.7
21.7
21.7
21.7
21.7
21.7
21.7 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
21.6
21.6 21.6
21.6
21.6
21.6
21.6
21.6
21.6 21.6
21.6
21.6 21.6
21.6 21.6
21.6 21.6
21.6
21.6 21.6
21.6
21.6
21.6
21.6
21.5
21.5
21.5 21.5
21.5
21.5
21.5 21.5
21.5
21.5
21.5
21.5
21.5
21.5
21.5 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
21.4
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
21.2 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
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21.1
21.1
21.0
21.0
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21.0 21.0
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20.9 20.9
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20.9 20.9
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20.9 20.8 20.8
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20.7
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20.7 20.7
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20.7 20.7
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20.6 20.6
20.6
20.6
20.6 20.6
20.6 20.6
20.6
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20.6
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20.6
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20.5
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20.5 20.5 20.5
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20.5 20.5
20.4
20.4
20.4
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20.4 20.4 20.4
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20.4
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20.3 20.3
20.3
20.3 20.3
20.3
20.3 20.3
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20.3
20.3
20.3
20.3
20.3
20.2
20.2
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20.2
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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
20.0
20.0
20.0 20.0
20.0 20.0
20.0
20.0
20.0 19.9
19.9 19.9
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19.9
19.8
19.8
19.8 19.8
19.7 19.7
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:54:36 AM 4/5/2018
C S h e e tS e e d .d
T R
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D
IS
T R
IC
T
CN101
A T
A P
P E
A
W A
G N
E R
W
M E
R T
E
D E
T R
O
IT
M I
M
IC
H
IG
A N A
V E
A1
G R
E E
N B
A Y
W I
B R
O W
N C
O U
N T
Y F
E B
E1
SCALE: 1" = 200'
SCALE: 1" = 200'
OPTION DREDGE AREA STATION: 337+00 TO 347+00, OPTION 2 DREDGE AREA STATION: 347+00 TO 355+00
M A
T C
H L
IN
E
M A
T C
H L
IN
E
N
200' 400'0
200' 400'0
N
LEGEND
REQUIRED DREDGE AREA STATION: 303+00 TO 337+00
OPTION 1 DREDGE AREA STATION: 337+00 TO 347+00
OPTION 2 DREDGE AREA STATION: 347+00 TO 355+00
REQUIRED DREDGE AREA STATION: 303+00 TO 337+00, OPTION 1 DREDGE AREA STATION: 337+00 TO 347+00
D R
E D
G E A
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A S
R E
Q U
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E D A
N D O
P T
IO
N A
L
DREDGING CHANNEL ONLY TO -26 FT LWD
UPSTREAM LIMIT OF REQUIRED
DREDGING CHANNEL ONLY TO -26 FT LWD
DOWNSTREAM LIMIT OF REQUIRED
CHANNEL ONLY TO -26 FT LWD
OPTION 1 DREDGING
UPSTREAM LIMIT OF
-26 FT LWD
CHANNEL ONLY TO
OPTION 1 DREDGING
DOWNSTREAM LIMIT OF
-26 FT LWD
CHANNEL ONLY TO
DREDGING
OF OPTION 2
DOWNSTREAM LIMIT
-26 FT LWD
CHANNEL ONLY TO
OPTION 2 DREDGING
UPSTREAM LIMIT OF
CHANNEL MARKER
CHANNEL LINE
INDICATING THE GENERAL CONDITIONS AT THAT TIME.
SURVEYS MADE ON 22 MARCH 2017 AND CAN ONLY BE CONSIDERED AS
THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF 6.
WATER LEVEL.
NOAA GAUGE LOCATED AT GREEN BAY, WI WAS USED TO DETERMINE THE 5.
PROJECT DEPTH FOR THIS AREA IS 26.0'.4.
(INTERNATIONAL GREAT LAKES DATUM 1985).
ELEVATION, 577.5 FEET ABOVE MEAN WATER LEVEL AT RIMOUSKI, QUEBEC
ALL SOUNDINGS ARE IN FEET AND ARE REFERENCED TO LOW WATER DATUM 3.
FOOT.
CENTRAL ZONE 4802, NORTH AMERICAN DATUM 1983 (NAD83), US SURVEY
WISCONSIN STATE PLANE COORDINATE SYSTEM, LAMBERT PROJECTION,
THE COORDINATE GRID SYSTEM SHOWN IS REFERENCED TO THE 2.
SUB-OFFICE.
TECHNICAL SUPPORT BRANCH, LAKE MICHIGAN AREA OFFICE, KEWAUNEE
DETROIT DISTRICT, ENGINEERING & TECHNICAL SERVICES, OPERATIONS
SURVEY CONTROL AND BENCH MARK DATA IS AVAILABLE FROM THE 1.
GENERAL NOTES
CERTIFIED FINAL - READY TO ADVERTISE
F Y M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
L
IC
IT
A T
IO
N N
O
D E
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IG
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D B
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D A
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D B
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D R
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B
C
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A R
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C P
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V a l g i n e e r i
CAT
IS
LAND
EAST
CELL
(E I)
CAT
IS
LAND
CENTRAL
CELL
(C I)
CAT
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(W
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R "24"
FI R 4s
G "23"
FI G 4s
FI G 2.5s
"25"
DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:54:41 AM 4/5/2018
C S h e e tS e e d .d
T R
O
IT
D
IS
T R
IC
T
C A
T I S
L A
N D P
L A
C E
M E
N T S
IT
E
CG101
A T
A P
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A
W A
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G R
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W I
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T R
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M I
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H
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A N A
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A1
SCALE: 1" =400'
400' 800'0
CAT ISLAND DREDGED MATERIAL PLACEMENT SITE (DMPS)
LEGEND
DISCHARGE LIMITS
OUTSITE THE INDICATED 200' ZONE IS ALLOWED.
HESCO BARRIER AS INDICATED. MIGRATION OF PLACED DREDGE MATERIAL
ALL MATERIAL SHALL BE DISCHARGED WITHIN THE 200' ZONE ALONG THE 2.
OFFICER.
CENTER CELL, UNLESS DIRECTED OTHERWISE BY THE CONTRACTING
ALL DREDGED MATERIAL SHALL BE PLACED AT CAT ISLAND DMPS IN THE 1.
GENERAL NOTES
CERTIFIED FINAL - READY TO ADVERTISE
F Y M
A
IN
T E
N A
N C
E D
R E
D G
IN
G
OFFLOAD FACILITY AT STA. 75+00.
HESCO BARRIER
WIDTH 200' FROM HESCO BARRIER
REQUIRED DREDGE MATERIAL DISCHARGE LIMITS
FEDERAL NAVIGATION CHANNEL LIMITS
WAVE BARRIER
| GBFY18MDG-001 |
| GBFY18MDG-002 |
| GBFY18MDCN101 |
| GBFY18MDCG101 |
File details come from the government source that posted it.