Plans_-_FY15_GREENBAY_MD_advertise.pdf

PDF 3 MB Posted Apr 2, 2015

Attached to: Green Bay Maintenence Dredging FY15
Solicitation number: W911XK-15-B-0004
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

About this file

From the source

plans

View the file

Other files

File	Type	Posted
Abstract_-_GB_MD_Green_Bay_WI_Abstract.pdf	PDF	May 7, 2015
W911XK-15-B-0004-0003.pdf	PDF	May 1, 2015
Amend_02_W911XK-15-B-0004.pdf	PDF	Apr 24, 2015
Amend_01_W911XK-15-B-0004.pdf	PDF	Apr 22, 2015
performance_specifications_-_FY15_MD_Green_Bay__Advertise.pdf	PDF	Apr 2, 2015
W911XK-15-B-0004_GB_MD_solicitation.pdf	PDF	Apr 2, 2015

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

STATION NORTH EAST

315908.702

283765.932

279099.264

270863.819

263760.720

2521190.574

2501326.004

2494379.525

2491065.914

2488659.986

CLTP-A

CLTP-B

CLTP-C

CLTP-D

CLTP-E

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

PHILLIP C, ROSS P.E., CHIEF ENGINEERING & CONSTRUCTION OFFICE

WILLIAM D. MERTE P.E., CHIEF COST & GENERAL ENGINEERING BRANCH

MICHAEL K. O’BRYAN P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

GI-001

A AF

P S

C O

R P

O F

E N

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a lu e n g in e e r in g

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W M

X K -1

-B -0

E B

A J

J A

P R

O S

A N

D N

O T

E S

L E

G E

N D C

O O

R D

A T

E T

A B

L E

D R

A W

G I

N D

N E

R A

L P

L A

N L

O C

A T

N M

A P

Y M

A P

F Y M

T E

N A

N C

E D

R E

D G

G G

R E

E N

B A

Y H

A R

B O

R B

R O

W N C

O U

N T

Y G

R E

E N

B A

C O

N S

FY15 MAINTENANCE DREDGING

GREEN BAY HARBOR, WISCONSIN

LEGEND:

CENTERLINE

SHORE LINE

24.0’ DEPTH CONTOUR

CHANNEL LINE

TO 24.0’ BELOW L.W.D.

OPTION 2 DREDGING AREA

TO 24.0’ BELOW L.W.D.

OPTION 3 DREDGING AREA

MICHIGAN

WISCONSIN

MICHIGAN

SCALE = 1"=50 MILES

FRANKFORT

CEDAR

RIVER

WASHINGTON

ISLAND

GLADSTONE

MENOMINEE

MARINETTE

TRAVERSE CITY

STURGEON BAY

ALGOMA

KEWAUNEE

TWO RIVERS

GREEN BAY

OCONTO

PENSAUKEE

L A

K E

M I C

H I G

A N

LAKE

WINNEBAGO

G R E

B A

BIG

SUAMICO

SHEBOYGAN VICINITY MAP

TO 24.0’ BELOW L.W.D.

OPTION 1 DREDGING AREA

TO 24.0’ BELOW L.W.D.

BASE DREDGING AREA

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

Detroit District of Engineers

US Army Corps

SHEET OF

C O

C E

R T

D F

A L

E A

D Y T

O A

D V

E R

E /0

244704.624 2482217.469

246845.760 2484003.239

247397.991 2484213.542

250102.717 2484053.632

250691.113 2484240.278

COORDINATE TABLE

STA. DESCRIPTION

COORDINATES

NORTHING EASTING

DO.

CENTERLINE PT.

259605.734 2487627.347

261227.180 2487801.839

242164.962 2479044.708

DO.

SEE SHEET CN-101 AND CN-102

REQUIRED DREDGING AREA

SEE SHEET CN-104

OPTION 1 DREDGING AREA

DREDGING AREA SEE SHEET CN-103

OPTION 2 AND OPTION 3

FOR DETAILS ON THE PIPELINE LOCATION DETERMINATION SEE SPECIFICATIONS SECTION 35 23 23 /3.1.3.

AND/OR MARINE ENGINEERING SERVICES TO DETRMINE THE HORIZONTAL AND VERTICAL POSITION OF THE PIPELINE.

OF RT. 43 BRIDGE IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL EMPLOY PROFESSIONAL SURVEYORS 8.AVAILABLE INFORMATION ON THE EXISTING UNDERGROUND HIGH PRESSURE PETROLEUM PIPELINE SOUTH

FOR DETAILS ON UTILITY CROSSINGS SEE SPECIFICATIONS SECTION 01 35 13.10/1.4.6.

VERIFY THE LOCATION OF AUTHORIZED CROSSINGS IN ACCORDANCE WITH THE SOLICITATION DOCUMENTS.

7. AVAILABLE INFORMATION ON UTILITY CROSSING IS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL

BY THE LAKE MICHIGAN AREA OFFICE- KEWAUNEE SUB OFFICE.

6. DETAILED DESCRIPTION OF BENCH MARKS AND HORIZONTAL CONTROL WILL BE PROVIDED

DATUM 1983 (NAD83l), US SURVEY FOOT.

COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE 4802, NORTH AMERICAN

5. THE COORDINATE GRID SYSTEM SHOWN IS REFERENCED TO THE WISCONSIN STATE PLANE

SHOWN AS THUS: -20.8

WATER LEVEL AT RIMOUSKI, QUEBEC INTERNATIONAL GREAT LAKES DATUM 1985. SOUNDINGS ARE

4. SOUNDINGS AND DEPTHS ARE REFERENCED TO LOW WATER DATUM, 577.5 FEET ABOVE MEAN

THE UPSTREAM AND DOWNSTREAM LIMITS SHOWN.

DEPTH CONTOUR OBTAINED FROM THE PRIOR TO DREDGING SOUNDINGS TAKEN WITHIN

OPTION MAINTENANCE DREDGING AREAS WILL BE REVISED TO CONFORM TO THE NEW 24.0FT

CONTOUR RESULTING FROM THE SURVEYS INDICATED HEREINBEFORE. THE REQUIRED AND

3. THE REQUIRED AND OPTION MAINTENANCE DREDGING IS BASED UPON THE 24.0FT DEPTH

OFFLOAD PLATFORM IS FROM 1997, 2010 & 2013

JUL201460+00 TO 72+49

JUL201421+00 TO 27+00

OCT20140+00B TO 60+00B

2. HYDROGRAPHIC SURVEY BY: KEWAUNEE SUB OFFICE CONDITION SURVEYS JUL2013

AT THAT TIME.

AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING

OF AUTOMATED HYDROGRAPHIC SURVEYS AND MADE ON THE DATES INDICATED

1. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULTS

GENERAL NOTES:

Real Estate Plan FY15 Maintenance Dredging

RR101 7 of 7Green Bay, WI Brown County

Bayport Placement Site FY15 Maintenance Dredging

CN105 6 of 7Green Bay, WI Brown County

C.S. 21+00R to 27+00R Option 1 Dredge Plan FY15 Maintenance Dredging

CN104 5 of 7Green Bay, WI Brown County

Turning Basin C.S. 60+00R to 72+49R East River Options 2 & 3 Dredge Plan FY15 Maintenance Dredging

CN103 4 of 7Green Bay, WI Brown County

C.S. 25+00B to 60+00B and Typical Cross Section West Bay Dredge Plan - Required FY15 Maintenance Dredging

CN102 3 of 7Green Bay, WI Brown County

C.S. 0+00B to 25+00B West Bay Dredge Plan - Required FY15 Maintenance Dredging

CN101 2 of 7Green Bay, WI Brown County

Drawing Index and Notes Vicinity Map, Legend, Coordinate Table, General Plan, Location Map, FY15 Maintenance Dredging

GI001 1of 7Green Bay, WI Brown County

SHEET NUMBERTITLE SHEET ID

DRAWING INDEX

TYP. TYPICAL

DREDGE LIMIT LINE

LWD LOW WATER DATUM

CS CHANNEL STATION

REQ’D. REQUIRED

600040002000

SCALE OF FEET

U.S. ARMY ENGINEER DISTRICT, DETROIT

0 2000

V E

S H

A W

M A

S T

A T

WEBSTER ST

H U

R L

US 41

D O

U S

MI.

MI. 6

MI. 7

MI. 11

MI. 2

MI. 0

MI. 3

MI. 4

MI. 5

MI. 6

MI. 7

MI. 8

MI. 9

MI. 10

AREA

DISPOSAL

MATERIAL

DREDGED

BROADWAY

PROJECT DEPTH 26 FT.

MI.2

MI. 4

MI. 5

BAY

GREEN

GREEN BAY

O R

L I

E R

M A

S O

MONROE

W A

L N

U T

RIVERSIDE DR

FOX RIVER

FACILITY

DISPOSAL

BAYPORT

0+00

TRANSFER SITE

GOV’T FURNISHED

MILTARY AVE

BAYPORT

DR.

O R

ISLAND

RENARD

GENERAL PLAN

COORDINATE TABLE

252544.318 2484605.198

253908.864 2484944.631

256118.659 2486103.117

256763.307 2486865.182

MICHIGAN

ILLINOIS

INDIANA OHIO

LAKE SUPERIOR

GEORGIAN

BAY

ERI

CANADA

0 5025 75 100

LAKE HURON

MICHIGAN

LAKE

LOCATION MAP SCALE OF MILES

INTERNATIONAL

BOUNDARY

I N T E

RNATI

ONAL

MINNESOTA

SOO

WISCONSIN

SAGINAW

DETROIT NDARY

B O

DULUTH

US ARMY CORPS

OF ENGINEERS

DETROIT DISTRICT

MICHIGAN

GREEN BAY

HAVEN

GRAND

CHICAGO

IOWA

DAVENPORT

CLEVELANDFORT WAYNE

PROJECT

LOCATION

29.6

29.5

29.5 29.5 29.4

29.3 29.2

29.2

29.1

29.1 28.9

28.8

28.7

28.7 28.6 28.5

28.5 28.5

28.5

28.4

28.3

28.3 28.3

28.2

28.1

28.0

27.9 27.9

27.8

27.7

27.7 27.7 27.6

27.6

27.5 27.5

27.4

27.4 27.4

27.3 27.3

27.3

27.2

27.2 27.2

27.1 27.1

27.1

27.0 27.0 27.0

27.0

26.9

26.9 26.9

26.9

26.9 26.9

26.9 26.9 26.8

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

26.6

26.6 26.6

26.6

26.6 26.6

26.6

26.5

26.5 26.5

26.5

26.4

26.4 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

26.2

26.2 26.2

26.2

26.2 26.2 26.1

26.1

26.1 26.1

26.0 26.0

26.0 26.0 26.0

26.0

25.9 25.9

25.9

25.9 25.9

25.9

25.8 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

25.5

25.5 25.5

25.5

25.4

25.3

25.3 25.3

25.3

25.3 25.3

25.3

CENTERLINE/LIMIT OF DREDGING 25.3

25.2

25.2 25.2

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

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

24.7 24.7

24.7

24.7 24.7

24.6 24.6

24.6

24.6 24.6

24.6

24.6 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 24.4

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

24.0 24.0

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 23.9

23.8 23.8

23.8

23.8 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

23.6

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

23.3 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

23.1

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

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

22.7

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

22.5

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

22.3

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

22.1

22.1 22.1 22.1

22.1

22.1 22.1

22.1

22.1 22.1

E 2, 9, N

E 2, 9, 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

21.8 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

21.6

21.6 21.6

21.6

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

21.3

21.3 21.3

21.3

21.2 21.2

21.2

21.1 21.1

21.1

21.1 21.1

21.1

21.0 21.0

21.0

21.0 21.0

20.9 20.9

20.9 20.9 20.9

20.9

20.8 20.8

20.8

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

20.5 20.5

20.5

20.5 20.5

20.4

20.4 20.4 20.4 20.4

20.4

20.3

20.2 20.2

20.2 20.2 20.2

20.2

20.1

20.1 20.1

20.1

20.0

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

19.7 19.7

19.7 19.7 19.7

19.7 19.6

19.6 19.6

19.6

19.5

19.5 19.4

19.4 19.4

19.4 19.3

19.3

19.2 19.2

19.2

19.1

19.0

19.0 19.0 19.0

18.9 18.9 18.9

18.9

18.9 18.9

18.9

18.8

18.7

18.6

18.5 18.5

18.4

18.4 18.3

18.3

18.2

18.1 18.1

18.1

18.0 18.0

18.0

17.9 17.9 17.9

17.9

17.8 17.8 17.8 17.8 17.8 17.7

17.7

17.7 17.7

17.6

17.5

17.4

17.4 17.4 17.4

17.4

17.3

17.2

17.1 17.1 17.1

17.1

17.1 17.1

17.0

17.0 17.0

17.0

16.9

16.9 16.9

16.8

16.8 16.7

16.6

16.5

16.5 16.5

16.5

16.4 16.4

16.4

16.4 16.3

16.2 16.2

16.2

16.2 16.1

16.0

16.0 15.9

15.9

15.8

15.7

15.6

15.5 15.5

15.5

15.4

15.4 15.4

15.3

15.2

15.1

15.0 15.0

15.0

14.9 14.9

14.9

14.8 14.8

14.8

14.7

14.6

14.5

14.4

SCALE:1"=100’

14.3

14.2

14.2 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

25+00B

13.8

13.7 13.7

13.7

13.7 13.7 13.7

13.6

13.6 13.6

13.5

13.5 13.5

13.5

13.5 13.4

13.4 13.3

13.3 13.3

13.3

13.2

13.2 13.2

13.1

13.0

12.9 12.9

12.9 12.9 12.9

12.8 12.8 12.8

12.8

12.8 12.8

12.8

12.7

12.7 12.7 12.7 12.7

12.7 12.7

12.6 12.6

12.6

12.6 12.6

12.5

12.4 12.4

12.4

12.4 12.4

12.3

12.3 12.3

12.2

12.1

12.1 12.1

12.1

12.0 12.0

12.0 11.9

11.9

11.9 11.9 11.9

11.9

11.8 11.8 11.8

11.7

11.6

11.5 11.5 11.5 11.5 11.5

11.5

11.4

11.2 11.2

11.2

11.1 11.1

11.0 10.9

10.9 10.8

10.6 10.5

10.4

10.3 10.3 10.3

10.3

10.2 10.2 10.2

10.2

10.1

10.1 10.0

9.9 9.9

9.9

9.8

9.6

9.4

9.3

9.2 9.2

9.2

9.1

9.0

8.9 8.9

8.9

8.8 8.8 8.8

8.8

8.7 8.7

8.7

8.6

8.5

8.4 8.3

8.3

8.2

8.1

8.0 8.0

8.0

7.97.8 7.8

7.8

7.7 7.7

7.7

7.6

7.5 7.4

7.4 7.4

7.2

7.27.17.0 7.0

7.0

6.9

6.9 6.9

6.8 6.8 6.8

6.8

6.7

6.66.6 6.6 6.6

6.6

6.5

6.5 6.4

6.4 6.4 6.4

6.4

6.36.3 6.3

6.3

6.2 6.2

6.2

6.1

6.16.1

6.1 6.16.0

6.0 6.0

5.9 5.9 5.9

5.9 5.9

5.9

5.8

5.85.7

5.7 5.7 5.7

5.7 5.7

5.7 5.6

5.65.6

5.65.5

5.5

5.4

5.45.4

5.4

5.3 5.3

5.3

5.2 5.2

5.2

5.1 5.1

5.15.04.9 4.9

4.9 4.9

4.9

4.8 4.8

4.7 4.6

4.6 4.4

4.2

4.2 4.1

4.1

4.0

3.8 3.5

3.5

0+00B 5+00B 10+00B 15+00B 20+00B

3.4

3.3

3.2

3.0

2.9 2.9 2.9 2.9

2.9 2.8 2.8

2.8

2.6 2.6

2.6

2.6 2.6 2.6

2.5

2.4 2.4

2.4 2.4 2.4

2.4 2.3

2.3

2.2 2.2

2.2

2.2 2.2

2.1

2.1 2.0 2.0 2.0

2.0

E 2,4

,00

W A L L

WALL

W A

L L

75-1

TANKS

STORAGE AREA

DAM

90-1

CN-101

M A T C

H E E T

TO 24.0 FT BELOW LWD

UPSTREAM LIMIT OF REQUIRED DREDGING

WEST BAY DREDGE PLAN - REQUIRED

C S

B T

O C

B W

E S

T B

A Y D

R E

D G

E P

L A

N R

E Q

E D

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W M

X K -1

-B -0

E B

Detroit District of Engineers

US Army Corps

A J

J A

P R

O S

SHEET OF 7

F Y M

T E

N A

N C

E D

R E

D G

G G

R E

E N

B A

Y H

A R

B O

R B

R O

W N C

O U

N T

Y G

R E

E N

B A

C O

N S

C O

C E

R T

D F

A L

E A

D Y T

O A

D V

E R

E /0

29.5

29.4 29.2

29.2

29.1 29.1 29.1

29.1 29.0

29.0

29.0 29.0

28.9 28.9 28.9 28.8

28.8

28.8 28.8 28.8

28.8 28.8

28.7

28.7 28.7 28.7

28.6 28.6

28.6

28.5

28.5 28.5

28.5

28.5 28.5

28.5

28.4 28.4

28.4 28.4 28.4

28.4

28.4 28.4

28.3

28.3 28.3

28.3 28.3 28.3

28.3 28.2

28.2

28.2 28.2

28.2

28.1 28.1

28.1

28.1 28.1

28.1

28.1 28.0

28.0

28.0 28.0

28.0

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 27.8

27.8

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

27.5

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

27.3 27.3

27.3

27.3 27.3 27.3

27.3 27.3

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 27.1 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 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

26.6 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

26.4

26.4 26.4 26.4

26.4

26.4 26.4

26.4

26.4 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

26.2

26.2 26.2

26.1

26.1 26.1 26.1 26.1 26.1

26.1

26.1 26.1

26.1

26.1 26.1 26.1

26.1 26.1

26.0

25.9

25.9 25.9

25.9

25.9 25.9 25.9

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

25.8

25.7

25.6

25.6 25.6

25.6 25.6 25.6

25.6 25.6

25.6

25.6 25.6

25.6

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 25.4

25.4 25.4

25.4

25.4 25.4 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

25.3

25.3 25.3

25.3

25.2

25.2 25.2

25.1

25.1 25.1

25.1 25.1 25.1 25.1 25.1 25.1

25.1

25.1 25.1

25.1

25.1 25.1 25.1 25.1 25.1 25.1 25.1

25.1 25.1 25.1

25.1

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

24.9

24.9 24.9

24.9 24.8

24.8 24.8

24.8

24.8 24.8

24.8

24.8 24.8

24.8

24.7

24.7 24.6

24.6

24.6 24.6 24.6 24.6 24.6 24.6

24.6

24.6 24.6

24.6

24.6 24.6

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

24.4 24.4 24.4

24.4

24.4 24.4

24.4

24.4 24.4

24.4

24.4 24.4

24.4 24.4 24.4

24.4

24.4 24.4

24.4

24.3

24.3 24.3

24.3

24.3 24.3

24.3

24.3 24.3

24.3 24.3 24.3

24.3 24.3 24.3 24.3

24.3 24.3

24.3

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

24.1 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

24.0 24.0

24.0

23.9 23.9 23.9

23.9

23.9 23.9 23.9

23.9

23.9 23.9

23.9

23.9 23.9 23.9

23.9 23.9 23.9 23.9 23.9

23.9

23.9 23.9 23.9 23.9

23.9

23.9 23.9

23.9

23.9 23.9

23.9

CENTERLINE/LIMIT OF DREDGING

23.8

23.8 23.8

23.8

23.8 23.8

23.8

23.8 23.8

23.8

23.8 23.8

23.8

23.8 23.8

23.8

23.8 23.8

23.8 23.8 23.8

23.8

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 23.6

23.6

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

23.4 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

23.2 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

23.1

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 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

22.9 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

22.7

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

22.5

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

22.3

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

22.1 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

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

21.7

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

21.5

21.4

21.4 21.4

21.4

21.4 21.4

21.4

21.3

21.3 21.3

21.3

21.2

21.1 21.1

21.1

21.1 21.1

21.1

21.1 21.1

21.0

21.0 20.9

20.9 20.9

20.9

20.8 20.8 20.7 20.7

20.6 20.6

20.6 20.5

20.5

20.4 20.4

20.2

20.1

20.1 20.1 20.1

20.1 20.0

20.0

19.9 19.9 19.9 19.9 19.9 19.9

19.8 19.8 19.8

19.8

19.7

19.6

19.5

19.4

19.4 19.4 19.4 19.3

19.2 19.1

19.1 19.1

19.1 19.1 19.1

19.1

19.1 19.0

19.0

18.9

18.9 18.9

18.8

18.7

18.6

18.4 18.4

18.4 18.4 18.4 18.4

18.4 18.4

18.3

18.2

18.2 18.1

18.1

18.0 17.9

17.9

17.9 17.9

17.8

17.8 17.8

17.8

17.7

17.6 17.6

17.6

17.5

17.5 17.5

17.5 17.4

17.4 17.4

17.4

17.4 17.4

17.4 17.3

17.3

17.3 17.3

17.2

17.1 17.1

17.1

17.0

16.9 16.9 16.9

16.9

16.8

16.6

16.6 16.6

16.6

16.6 16.6

16.6

16.5

16.4 16.4

16.4

16.4 16.4 16.4

16.4

16.4 16.4

16.3

16.1 16.1 16.1

16.1

16.1 16.1

16.0

16.0 15.9 15.9

15.9

15.8

15.8 15.8

15.8

15.7

15.7 15.7

15.7

15.6

15.6 15.6

15.5

15.5 15.5 15.5

15.5 15.4

15.4

15.4 15.4

15.4

15.3

15.3 15.3 15.3

15.3

15.3 15.3 15.2

15.2 15.2 15.2

15.2

15.2 15.2

15.1

14.9 14.9

14.9

14.9 14.9

14.9

14.8

14.7 14.7 14.7

14.7

14.6

14.6 14.6

14.6 14.6 14.6 14.6

14.5

14.5 14.5

14.5

14.4

14.4 14.4

14.4

14.4 14.4

14.3

14.2 14.2

14.2

14.1 14.1

14.1

14.1 14.0

14.0

14.0 14.0

14.0

13.9

13.9 13.9

25+00B 30+00B 35+00B 40+00B 45+00B 50+00B

50+00B 55+00B 60+00B50+00B

13.9 13.8

13.8

13.8 13.8

13.8

13.8 13.8 13.8 13.8

13.8

13.7

13.6 13.6

13.6

13.6 13.6

13.6

13.6 13.6

13.6

13.4

13.3

13.3 13.3 13.3

13.2 13.2 13.2

13.2 13.2

13.2

13.1

13.1 13.1

13.0 13.0 13.0

12.9

12.9 12.9

12.9

12.9 12.9

12.9

12.8 12.8

12.8

12.8 12.8

12.7

12.7 12.7 12.7 12.7 12.7

12.6

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 12.4

12.4

12.3

12.3 12.3

12.3

12.3 12.3 12.2

12.2 12.2

12.2

12.2 12.2

12.1

12.1 12.1

12.0

12.0 12.0

11.9

11.9 11.9

11.9

11.8 11.8

11.8

11.8 11.8

11.7 11.7

11.7

11.6

11.6 11.6

11.6

11.6 11.6 11.6

11.6

11.6 11.5

11.5

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

11.2 11.2

11.2

11.1 11.1

11.1

11.1 11.1

11.0

10.9

10.9 10.9

10.9

10.9 10.9

10.9

TYPICAL SECTION A-A

10.8

10.8 10.8

10.8

10.8 10.8

10.7

10.7 10.7

10.7

10.6 10.6

10.6

10.6 10.6

10.6

10.5

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 10.2

10.2

10.2 10.2

10.2

10.1

10.1 10.1

10.1

10.1 10.1

10.1 10.0

10.0

9.9

9.9 9.9 9.8

9.8 9.8

9.8

9.8 9.8

9.8

9.8 9.7

9.7 9.7

9.79.7 9.7

9.7

9.7 9.7 9.7 9.7

9.7

9.7 9.7

9.6

9.5

9.5 9.5

9.5

9.4

9.4 9.4

9.4

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

9.3

9.3 9.3

9.2

9.2 9.2

9.29.2

9.2 9.2

9.2 9.2 9.2

9.2 9.2

9.1 9.1

9.1

9.1 9.1

9.1

9.1 9.1

9.0

8.9 8.9

8.9

8.9 8.9

8.8

8.8 8.8 8.8

8.8 8.8

8.8

8.7

8.7 8.78.7

8.7

8.7 8.7

8.7

8.6 8.6

8.6

8.6 8.6 8.6

8.6

8.6 8.6 8.6 8.6

8.6 8.5

8.5 8.5

8.5 8.4

8.4

8.3

8.3 8.2

8.2

8.2 8.2

8.1

8.1 8.1

8.1

8.1 8.1

8.1 8.0 8.0

8.0

8.0 8.0

8.0

8.0 8.0

8.0

7.9

7.8

7.8 7.8

7.8

7.8 7.8

7.8 7.7

7.7

7.7 7.7 7.7

7.7

7.5

7.5 7.5

7.5

7.3 7.3

7.3

7.3 7.3 7.3

7.3 7.3

7.3

7.3 7.3

7.3

SCALE:1"=100’

1"=3’ V

SCALE:1"= 10’ H

7.2

7.0

7.0 7.0

7.0

7.0 7.0

7.0

7.0 7.0

7.0

6.8

6.8 6.8

6.8 6.8 6.86.7

6.7

6.76.5 6.5

6.5 6.5

6.5 6.56.3

6.3

6.3 6.3

6.3

6.2 6.2

6.0

6.0 5.8

5.8 5.7

CN-102

TO 24.0 FT BELOW LWD

DOWNSTREAM LIMIT OF REQUIRED DREDGING

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W M

X K -1

-B -0

E B

A J

J A

P R

O S

S c c c 300’

CENTERLINE/LIMIT OF DREDGING

A N

D T

Y P

A L C

R O

S S S

E C

N C

B T

O C

B W

E S

T B

A Y D

R E

D G

E P

L A

N R

E Q

E D

F Y M

T E

N A

N C

E D

R E

D G

G G

R E

E N

B A

Y H

A R

B O

R B

R O

W N C

O U

N T

Y G

R E

E N

B A

C O

N S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

Detroit District of Engineers

US Army Corps

SHEET OF

C O

C E

R T

D F

A L

E A

D Y T

O A

D V

E R

E /0

CENTERLINE/LIMIT OF DREDGING

M A T C

H L

H E E T

WEST BAY DREDGE PLAN - REQUIRED

EXISTING BOTTOM

.0 F

T B

E L

O W L

W D

ALLOWED BUT NOT REQUIRED

SIDE SLOPE DREDGING IS OVERDEPTH PRISM

1 FT. ALLOWABLE PAY

c c c

C H

A N

N E

L L

C H

A N

N E

L L

E c

TO BE DREDGED

REQUIRED MATERIAL

M A T C

H L

H E E T

M A T C

H L

H E E

34.4

34.3 34.0

34.0

33.7

33.6

33.2

32.9 32.8

32.7

32.7 32.7

32.7

32.6

32.5

32.2

32.1

32.0

31.9

31.8

31.7

31.6

31.5 31.5

31.4

31.4 31.4

31.4

31.3

31.2

31.1

31.1 31.1

31.1

31.0

30.9

30.9 30.9

30.9

30.9 30.9

30.9

30.8

30.7

30.7 30.7

30.7

30.7 30.7

30.6

30.6 30.6

30.6

30.5

30.4

30.4 30.4 30.4

30.4

30.4 30.4

30.3

30.3 30.3

30.3

30.3 30.3

30.3

30.2

30.1

30.1 30.1

30.1

30.0

30.0 30.0

30.0

30.0 30.0

30.0

29.9

29.9 29.9

29.9

29.8 29.8

29.8

29.7

29.7 29.7 29.7

29.7 29.7

29.7

29.7 29.7

29.6

29.6 29.6

29.6

29.5

29.5 29.5

29.5

29.4

29.3

29.3 29.3

29.3

29.3 29.3

29.2

29.2 29.2

29.2

29.1

29.0

28.9

28.8

28.7

28.6

28.5

28.5 28.5

28.5

28.4

28.3

28.3 28.3

28.3

28.3 28.3

28.3

28.2

28.1

28.0

28.0 28.0

28.0

28.0 28.0

28.0

27.9

27.8

27.8 27.7

27.7

27.6

27.6 27.6

27.6

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

27.3

27.3 27.3

27.3

27.2

27.1

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

26.8

26.8 26.8

26.8

26.8 26.8

26.8

26.7 26.7

26.7

26.7 26.7

26.7

26.6

26.5 26.5

26.5

26.4

26.4 26.4

26.4

26.4 26.4

26.4

26.4 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

26.1

26.1 26.1

26.1

26.0 26.0

26.0

26.0 26.0

26.0

25.9

25.9 25.9 25.9

25.9

25.8 25.8

25.8

25.8 25.8

25.8

25.7

25.6

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

25.4

25.4 25.4 25.4

25.4

25.3 25.3

25.3

25.2

25.2 25.2

25.2

25.1

25.0 25.0

25.0

24.9

24.8 24.8

24.8

24.7

24.6

24.5

24.5 24.5

24.5

24.4

24.4 24.3

24.3

24.3 24.3

24.2

24.2 24.2

24.1 24.1

24.1

24.1 24.1

24.1 24.0

24.0

23.9

23.8 23.8

23.8

23.7

23.6

23.5

23.4

23.3

23.2

23.2 23.2

23.2

23.1

23.0

22.9

22.8

22.7

22.6

22.6 22.6

22.6

22.6 22.6

22.6

22.5

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

22.2

22.2 22.2

22.2

22.2 22.2

22.1

22.0

22.0 22.0 22.0 22.0 22.0

22.0

21.9

21.8

21.7

21.7 21.7

21.7

21.7 21.7 21.7

21.7

21.7 21.7

21.7

21.6

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

21.3

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

21.1

21.1 21.1 21.1

21.1

21.1 21.1

21.0

21.0 21.0 21.0

21.0

20.9

20.8

20.8 20.7

20.7

20.6

20.6 20.6

20.6

20.5

20.5 20.5

20.5

20.4

20.3

20.3 20.3

20.3

20.2

20.1

20.1 20.1

20.0

19.9

19.8

19.7

19.6

19.5

19.3

19.2

19.1

19.0

18.9

18.8

18.7

18.6

18.6 18.5

18.4

18.3

18.1

18.0

17.9

17.8

17.7

17.6

17.4

17.3

17.2

17.1

17.0

16.9

16.7

16.6

16.5

16.4

16.3

16.2

16.1

15.9

15.8

15.7

15.7 15.7

15.6

15.5

15.4

15.3

15.2

15.1

15.0 15.0

15.0

14.9

14.8

14.7

14.7 14.7

14.7

14.6

14.6 14.4

14.4

14.3

14.2

14.1

14.0

13.9

13.8

13.7

13.7 13.7

13.7

13.6

13.5

13.4

13.3

13.2

13.1

13.0

12.9

12.8

12.7

12.6

12.5

12.4

12.3

12.1

12.0

11.9

11.9 11.9

11.8

11.7

11.6 11.6 11.5

11.4 11.4 11.4

11.4

11.3

11.1 11.1

11.1

11.0

10.9

10.6

10.5

10.3

10.2

10.2 9.9

9.9 9.9

9.6

9.5

9.4

9.3

9.3 9.3

9.3

9.2 9.2

9.2

9.1

9.0

9.0 9.0

8.9

8.7

8.6

8.5

8.4

8.3

7.9

7.8

7.7

7.6

7.5

7.3

7.2

SCALE:1"=100’

7.1

6.9

6.7

6.5

6.4

6.3

6.2

6.0

5.9

5.7

5.5

5.4

5.25.0 4.4 4.2

FOX

VER

W A L L

ALL

W A L L

75-10

75-9

80+00

35/33

75+00

E 2,4

,00

E 2,4

,00

WALL

W A L L

WALL

W A L L

TANK

PILE

PILEPILE

PILE

P P

75-7

E’-1

93-2

55+00

65+00

70+00

LIMITS OF OPTION 2 AND OPTION 3 DREDGE TO 24.0 FT

BELOW LWD

CN-103

CS 72+49

CS 60+00

E A

S T R

E R T

U R

G B

A S

C S

R T

O C

R O

P T

N A

N D O

P T

E D

G E P

L A

LIMITS OF OPTION 3 DREDGING

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W M

X K -1

-B -0

E B

Detroit District of Engineers

US Army Corps

A J

J A

P R

O S

SHEET OF 7

F Y M

T E

N A

N C

E D

R E

D G

G G

R E

E N

B A

Y H

A R

B O

R B

R O

W N C

O U

N T

Y G

R E

E N

B A

C O

N S

C O

C E

R T

D F

A L

E A

D Y T

O A

D V

E R

E /0

75-11

E A

I V

E R

M A

R E

E T

N ADAMS STREET

R E

E T

OPTION 2 AND 3 DREDGE PLAN

OPTION 3 DREDGING

OPTION 2 DREDGING

Y=256,847.50

X=2,487,416.25

Y=257,498.68

X=2,487,591.24

(SEE NOTE 7 ON SHEET GI-001)

FIBER OPTIC LINE

UNDERGROUND

30.5

30.3

30.2

30.1

30.0 29.9

29.9

29.9 29.9

29.8 29.8

29.8

29.7

29.7 29.7

29.7

29.6

29.5

29.4

29.4 29.4

29.4

29.3

29.2

29.1

29.1 29.0

29.0

29.0 29.0

29.0

28.9

28.9 28.8

28.8

28.8 28.8

28.8

28.7

28.7 28.7

28.7

28.6

28.6 28.6

28.5

28.5 28.5

28.5

28.5 28.4

28.4

28.4 28.4

28.4

28.3

28.

28.2 28.2

28.2

28.2 28.2

28.2

28.1

28.

28.1

28.

28.0

28.0 28.0

28.0

28.0 27.9

27.9

27.9 27.9

27.9

27.

27.9

27.9 27.9

27.9

27.9 27.9

27.9

27.9 27.9

27.9

27.

27.8

27.8 27.8

27.8

27.

27.7

27.7 27.7

27.7

27.7 27.7

27.6 27.6 27.6

27.

27.6

27.6 27.6

27.

27.5

27.5 27.5

27.5

27.5 27.5

27.4

27.4 27.4

27.4

27.

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

27.2

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.

27.

27.0

26.9

26.

26.9

26.9 26.9

26.9

26.

26.8

26.8 26.8

26.8

26.

26.7

26.7 26.7

26.7

26.6

26.6 26.6

26.6

26.6 26.6

26.6

26.

26.5

26.5 26.5

26.5

26.4

26.

26.4

26.4 26.4

26.4

26.4 26.4 26.4

26.4

26.3

26.3 26.3

26.3

26.

26.2

26.1

26.

1 26.0

26.0

26.0 26.0

26.0

25.9

25.9 25.9

25.8

25.8 25.8

25.8

25.8 25.8

25.8

25.

25.7

25.7 25.6

25.

25.6

25.

25.5

25.5 25.5

25.5

25.4

25.

4 25.

25.

25.4

25.

25.3

25.2

25.1

25.

25.1

25.1 25.1

25.1

25.1 25.1

25.1

25.

25.0

25.0 25.0

25.0

24.9

24.

24.9 24.9

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

24.8

24.

8 24.

24.

24.7

24.7 24.7

24.7

24.6

24.

24.6 24.6

24.6

24.6 24.6

24.6

24.6 24.6 24.6

24.6

24.6 24.6

24.6

24.6 24.6

24.

24.5

24.4

24.

24.4 24.4

24.4

24.4 24.4

24.4

24.4 24.4 24.4

24.4

24.

4 24.

24.

24.3

24.

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

24.1

24.1 24.1

24.

24.0

24.0 24.0

24.0

23.9

23.9 23.9

23.9

23.9 23.

23.

23.8

23.8 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

23.6

23.

23.6

23.

23.5

23.5 23.5

23.4

23.4 23.

23.4 23.4

23.4

23.4 23.4

23.3 23.3

23.3

23.

23.2

23.1

23.1 23.1

23.1

23.0

22.9 22.

22.

22.9

22.8 22.8 22.8

22.8

22.8 22.8

22.8

22.7

22.7 22.7

22.6

22.

22.6

22.6 22.6

22.6

22.5

22.4

22.

22.4

22.4 22.4

22.3

22.3 22.

22.2

22.1

22.0

21.9

21.9 21.9

21.9

21.9 21.9

21.9

21.

21.8 21.8

21.8

21.8 21.8

21.

21.7

21.6

21.

21.5

21.4

21.4 21.4

21.4

21.3 21.3

21.3

21.3 21.3

21.3

21.

21.2

21.2 21.2

21.2

21.1 21.1

21.1

21.1 21.

21.0

20.9

20.

20.9

20.9 20.9

20.9

20.9 20.9

20.8 20.8

20.8

20.7

20.7 20.7

20.7

20.6

20.5

20.4

20.

20.4

20.

20.3

20.

20.2

20.1 20.1

20.1

19.9

19.8

19.7 19.7

19.7

19.6

19.

19.6

19.

19.5

19.5 19.5

19.4

19.

19.4

19.

19.3

19.2

19.1

19.1 19.1

19.1

19.

19.0

19.0 19.0

18.9

18.

18.8

18.8 18.8

18.

18.7

18.6 18.6

18.

18.6

18.6 18.5

18.4

18.4 18.4

18.4

18.3

18.3 18.3

18.2

18.2 18.2

18.

18.1

18.1 18.1

18.

18.0 18.0 18.0

17.

17.9

17.9 17.9

17.9

17.

17.8

17.7

17.6

17.6 17.6

17.6

17.

17.5

17.5 17.5

17.4

17.

17.4

17.

17.3

17.2

17.2 17.2

17.2

17.1

17.1 17.1

17.1

17.

17.0

16.

16.9

16.9 16.9

16.9

16.

16.8

16.8 16.8

16.

16.7

16.7 16.6

16.6

16.4 16.4

16.4

16.4 16.4 16.4

16.4

16.3

16.

16.2

16.1

16.

16.1 16.1

16.1

16.0

16.0 16.0

15.9

15.

15.8

15.7

15.

15.6

15.5

15.5 15.4

15.4

15.

15.3

15.2

15.

15.1

15.

15.0

14.9

14.

14.8

14.7

14.7 14.7

14.6

14.6 14.6

14.6

14.

14.5 14.4

14.4

14.

14.3 14.3

14.2 14.2

14.2

14.0

13.9

13.8

13.

13.7 13.7

13.7

13.

13.6

13.5

13.4

13.3 13.2

13.1

13.

13.0

12.

12.9

12.8

12.8 12.8

12.

12.7

12.6

12.5

12.4

12.

12.2

11.9

11.8

11.7

11.

11.5

11.

11.4

11.0

10.9

10.8

10.7

10.

10.5

10.4

10.3

10.2

10.

10.1

10.0

10.0 9.9

(SEE NOTE 8 ON SHEET GI-001)

PIPELINE

HIGH PRESSURE PETROLEUM

I-43 BRIDGE UNDERGROUND

9.5

9.4

9.2 9.0

8.9

8.8

8.7

8.1 8.1

8.1

8.0

7.9

7.8

7.7

7.5

7.4

7.3

SCALE:1"=100’

7.0

6.8

6.7

6.6

6.5

6.4

6.2

6.0

5.8

5.5

5.4

5.1

5.0

5.0 5.0

4.74.7 4.7

4.6

4.2

4.1

4.0

3.9

3.8

3.5

3.4

2.9

2.5 2.5

2.4

2.3

W A L L

WALL

W A

L L

W A

L L

W A

L L

W A

L L

57-A

75-1

PILE

T A

N K

T A

N K

TANK

P I P

E S

DAM

S T

O R

A G

E A

R E

S T

O R

A G

E A

R E

A P

90-5

91-1

9’

10-b’

I N

T E

R S

T A

T E wall

5+0010+0015+0020+0025+00

FOX RIVER

CN-104

C S

R T

O C

R O

P T

N D

R E

D G

E P

L A

LIMIT O

F OPTION 1

DREDGING

24.0 F

T BELO

W LWD

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W M

X K -1

-B -0

E B

Detroit District of Engineers

US Army Corps

A J

J A

P R

O S

SHEET OF 7

F Y M

T E

N A

N C

E D

R E

D G

G G

R E

E N

B A

Y H

A R

B O

R B

R O

W N C

O U

N T

Y G

R E

E N

B A

C O

N S

C O

C E

R T

D F

A L

E A

D Y T

O A

D V

E R

E /0

OPTION 1 DREDGE PLAN N

TRANSFER SITE

GOVERNMENT FURNISHED

PT-3

LEGEND:

REQUIRED PLACEMENT AREA

N 261,000

N 262,000

N 263,000

W A L L

W A

L L

W A

L L

WALL

PILE

PILEPILE

T A

N K S

TANKS

PIPES

D A

R I

V E

W A

T E

R E

D G

W A T E

D G E

P P

P b w a l l

OFFICE BLDG

I - 43

B Y

L S

HURLBUT ST

BULK STORAGE

RAILGROUND

E D

G E

W A T E R

TANKS

FOX RIVER DOCK CO.

FACILITY

DISPOSAL

TO BAY PORT

BOAT SLIP

OFF LOADING AREA

160’

180’

CN-105

G B

F Y

M D

C S .d g n

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W M

X K -1

-B -0

E B

A J

J A

P R

O S

B A

Y P

O R

T P

L A

C E

M E

N T S

F Y M

T E

N A

N C

E D

R E

D G

G G

R E

E N

B A

Y H

A R

B O

R B

R O

W N C

O U

N T

Y G

R E

E N

B A

C O

N S

NO SCALE

WORK AND STORAGE AREA

OFFLOADING, ACCESS, AND

LEGEND:

NO. DESCRIPTION ELEV.

TOP OF PROPERTY PIPE

PK IN POPPEL TREE

RR SPIKE IN POWER POLE

M.H. IN FRONTAGE RD. R/W

S. BOLT, TOP OF HYD. NW COR.

583.83

586.07

589.11

586.28

599.525

BENCH MARKS - DISPOSAL SITE

REQUIRED PLACEMENT AREA FOR DREDGED MATERIAL

COUNTY AND BUCKEYE PIPELINE LLC BEFORE TRANSFER OPERATIONS BEGIN.

CONTRACTOR SHALL COORDINATE WITH COR, FOX RIVER DOCK COMPANY, BROWN10.

THE CONTRACTOR SHALL ACCESS BAYPORT DISPOSAL FACILITY FROM MILITARY AVE.9.

HYDRAULIC DISPOSAL IS PROHIBITED.8.

RAMPS AND ROADWAYS.

ALL EQUIPMENT SHALL BE OPERATED AT SPEEDS THAT PREVENT DEGRADATION OF 7.

DISPOSAL AREA.

MATERIALS THAT ARE SPILLED SHALL BE IMMEDIATELY REMOVED AND PLACED IN THE

MATERIAL WHILE TRAVELING FROM THE TRANSFER SITE TO THE PLACEMENT SITE. DREDGED

VEHICULAR EQUIPMENT SHALL BE MAINTAINED TO PREVENT LOSS OF WATER AND DREDGED 6.

AND DISPOSINGOF DREDGED MATERIALS.

OF ENGINEERS OR THEIR CONTRACTORS FOR THE PURPOSE OF DREDGING

PERIOD, SHALL PROVIDE DOCKING SPACE AT NO CHARGE TO THE ARMY CORPS

BROWN COUNTY (FOX RIVER DOCK CO. SLIP), FOR THE DURATION OF THE CONTRACT5.

DATUM 1983 (NAD83l), US SURVEY FOOT.

COORDINATE SYSTEM LAMBERT PROJECTION, CENTRAL ZONE 4802, NORTH‘AMERICAN

THE COORDINATE GRID SYSTEM SHOWN IS REFERENCED TO THE WISCONSIN STATE PLANE 4.

KEWAUNEE SUB OFFICE.

SURVEY CONTROL AND BENCH MARK DATA IS AVAILABLE AT THE DETROIT DISTRICT, 3.

QUEBEC, CANADA INTERNATIONAL GREAT LAKES DATUM (I.G.L.D.) 1955.

ELEVATIONS ARE REFERRED TO MEAN WATER LEVEL AT FATHER POINT, 2.

ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED AS REQUIRED (REQD).1.

NOTES:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

Detroit District of Engineers

US Army Corps

SHEET OF

C O

C E

R T

D F

A L

E A

D Y T

O A

D V

E R

E /0

PT-4

BAYPORT PLACEMENT SITE1

230’

F U T U R E

C E L L

M P

8 POND NO. 4

POND NO. 5

580590

POND NO. 3

POND NO. 2

I N T E R I

O R

B E R

M S

O P

O F

B E R

E L

M P

P R

O P E R T

O U

N D

A R

S U R F

A I

N A

G E

D I T C

H I

N G

M P

C E L L

22’ EASEMENT

250’ EASEMENT

M.H.

TELE.

BM #1

BM #3

BM #2

BM #5

BM #4

E E

A Y

BERMBERM

275’ EASEMENT

315’ EASEMENT

ELEV. 590.50

N 268,000

N 269,000

N 270,000

GUY WIRE

M.H.

P R

O P E R T

L I

N E

PROPERTY

M.H.

TELE.

CLAY BERM BUILT

1" I.P.

2"I.P.

P R

O P E R T

L I

N E

PROPERTY LINE

WOODS

I.P.

IRON PIN

I.P.

IRON PIN

BASELINE

POND NO. 2590

O F

B E R

E L

P E R I

M E T E R

B E R

M S

O P

8 5

POND NO. 15

X 584.50

X 586.00

584.00 X

0 300 300 600FT

SCALE: 1’’= 300’

NORTH FRONTAGE ROAD

(HURLBUT STREET)

L I T

A N

S F

T E

CELL 5

ACCESS ROAD

CELL 2

CELL 4

120’

40’

582.00 X

P E R I

M E T E R

B E R

M S

O P

O F

B E R

E L

P E R I

M E T E R

B E R

M S

O P

O F

B E R

E L

P E R I

M E T E R

B E R

M S

O P

O F

B E R

E L

P E R I

M E T E R

B E R

M S

O P

O F

B E R

E L

P E R I

M E T E R

B E R

M S

O P

O F

B E R

E L

O F

B E R

E L

I N T E R I

O R

B E R

M S

O P

I N T E R I

O R

B E R

M S

O P

I N T E R I

O R

B E R

M S

O P

O F

B E R

E L

0 E

TRANSFER SITE

GOVERNMENT FURNISHED

PT-3

MICHIGAN

WISCONSIN

MICHIGAN

SCALE = 1"=50 MILES

FRANKFORT

CEDAR

RIVER

WASHINGTON

ISLAND

GLADSTONE

MENOMINEE

MARINETTE

TRAVERSE CITY

STURGEON BAY

ALGOMA

KEWAUNEE

TWO RIVERS

GREEN BAY

OCONTO

PENSAUKEE

L A

K E

M I C

H I G

A N

LAKE

WINNEBAGO

G R E

BIG

SUAMICO

SHEBOYGAN VICINITY MAP

LEGEND:

REQUIRED PLACEMENT AREA

SEE SHEET CN-101 AND CN-102

REQUIRED DREDGING AREA

SEE SHEET CN-104

OPTION 1 DREDGING AREA

DREDGING AREA SEE SHEET CN-103

OPTION 2 AND OPTION 3

N 261,000

N 262,000

N 263,000

W A L L

W A

L L

W A

L L

WALL

PILE

PILEPILE

T A

N K S

TANKS

PIPES

D A

R I

V E

W A

T E

R E

D G

W A T E

D G E

P P

P b w a l l

OFFICE BLDG

I - 43

B Y

L S

HURLBUT ST

BULK STORAGE

RAILGROUND

E D

G E

W A T E R

TANKS

FOX RIVER DOCK CO.

FACILITY

DISPOSAL

TO BAY PORT

BOAT SLIP

OFF LOADING AREA

160’

180’

RR-101

G B

F Y

M D

C S .d g n

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

W M

X K -1

-B -0

E B

A J

J A

P R

O S

R E

A L E

S T

A T

E P

L A

F Y M

T E

N A

N C

E D

R E

D G

G G

R E

E N

B A

Y H

A R

B O

R B

R O

W N C

O U

N T

Y G

R E

E N

B A

C O

N S

REQUIRED PLACEMENT AREA FOR DREDGED MATERIAL

NO SCALE

WORK AND STORAGE AREA

OFFLOADING, ACCESS, AND

LEGEND:

V E

S H

A W

M A

S T

A T

H U

R L

US 41

D O

U S

MI.

MI. 2

MI. 0

MI. 3

MI. 5

MI. 6

AREA

DISPOSAL

MATERIAL

DREDGED

BROADWAY

MI.2

MI. 4

BAY

GREEN

P O

R L I

E R

M A

S O

MONROE

W A

L N

U T

FACILITY

DISPOSAL

BAYPORT

0+00

TRANSFER SITE

GOV’T FURNISHED

MILTARY AVE

BAYPORT

DR.

ISLAND

RENARD

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R fi

Detroit District of Engineers

US Army Corps

SHEET OF

C O

C E

R T

D F

A L

E A

D Y T

O A

D V

E R

E /0

PT-4

REAL ESTATE PLAN

DREDGE AREA

230’

F U T U R E

C E L L

M P

8 POND NO. 4

POND NO. 5

580590

POND NO. 2

I N T E R I

O R

B E R

M S

O P

O F

B E R

E L

I N T E R I

O R

B E R

M S

O P

O F

B E R

E L

M P

C E L L

M.H.

TELE.

BM #1

BM #3

BM #5

BM #4

E E

A Y

BERMBERM

275’ EASEMENT

ELEV. 590.50

N 268,000

N 269,000

N 270,000

GUY WIRE

M.H.

TELE.

1" I.P.

P R

O P E R T

L I

N E

PROPERTY LINE

WOODS

I.P.

IRON PIN

I.P.

IRON PIN

BASELINE

POND NO. 2590

O F

B E R

E L

P E R I

M E T E R

B E R

M S

O P

8 5

POND NO. 15

X 584.50

X 586.00

584.00 X

0 300 300 600FT

SCALE: 1’’= 300’

150 896

NO SCALE

NORTH FRONTAGE ROAD

(HURLBUT STREET)

L I T

A N

S F

T E

CELL 5

ACCESS ROAD

CELL 2

CELL 4

120’

40’

MICHIGAN

ILLINOIS

INDIANA OHIO

LAKE SUPERIOR

GEORGIAN

BAY

ERI

CANADA

0 5025 75 100

LAKE HURON

MICHIGAN

LAKE

LOCATION MAP SCALE OF MILES

INTERNATIONAL

BOUNDARY

I N T E

RNATI

ONAL

MINNESOTA

SOO

WISCONSIN

SAGINAW

DETROIT NDARY

B O

DULUTH

US ARMY CORPS

OF ENGINEERS

DETROIT DISTRICT

MICHIGAN

GREEN BAY

HAVEN

GRAND

CHICAGO

IOWA

DAVENPORT

CLEVELANDFORT WAYNE

PROJECT

LOCATION

582.00 X

P E R I

M E T E R

B E R

M S

O P

O F

B E R

E L

P E R I

M E T E R

B E R

M S

O P

O F

B E R

E L

P E R I

M E T E R

B E R

M S

O P

O F

B E R

E L

P E R I

M E T E R

B E R

M S

O P

O F

B E R

E L

P E R I

M E T E R

B E R

M S

O P

O F

B E R

E L

O F

B E R

E L

I N T E R I

O R

B E R

M S

O P

I N T E R I

O R

B E R

M S

O P

O F

B E R

E L

0 E

GB__Sheet01-Default-000

GB_Sheet02-Default-000

GB_Sheet03-Default-000

GB_Sheet04-Default-000

GB_Sheet05-Default-000

GB_Sheet06-Default-000

GB_Sheet07-Default-000

File details come from the government source that posted it. Updated Nov 14, 2017.