Drawings_-_FY16_Grand_Haven_MD.pdf

PDF 3 MB Posted Mar 28, 2016

Attached to: FY16 Grand Haven Inner and Outer Harbor Maintenance Dredging
Solicitation number: W911XK-16-B-0010
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Drawings - FY16 Grand Haven Harbor Maintenance Dredging

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File	Type	Posted
Abstract_W911XK-16-B-0010.pdf	PDF	May 16, 2016
Solicitation_W911XK-16-B-0010.pdf	PDF	Mar 28, 2016
Specification_-_FY16_Grand_Haven_MD.pdf	PDF	Mar 28, 2016

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A AF

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SHEET

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US Army Corps

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N 574,000

N 580,000

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SAND DUNES

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SEAWALL

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LIGHT

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PARKING

C/S 7+02.98

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N 580,000

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N 575,000

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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

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

GRAND HAVEN HARBOR, MICHIGAN

FY 16 MAINTENANCE DREDGING AND HARBOR MAINTENANCE

/S/ WILLIAM D. MERTE P.E.

/S/ PHILLIP C. ROSS P.E.

/S/ MICHAEL K. O’BRYAN P.E.

LAKE MICHIGAN

HARBOR

GRAND HAVEN

PROJECT SITE

VICINITY MAP

02000 2000 4000

SCALE: 1’’= 2000’

7 8 9

THE SAG

S P

R I

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FERRYSBURG

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TAFT ST.

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F T . A

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N G

S H

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GI001

C O

V E

R S

H E

E T

0 600’

SCALE:1"=600’

1200’

INDEX OF DRAWINGS

SHEET ID

GI001

CN101

CN102

CN103

DESCRIPTION SHEET #

NORTH CELL REQUIRED EXCAVATIONCS101 5 OF 7

RR101 6 OF 7

RR102 7 OF 7

COVER SHEET

REQUIRED AND OPTION 1 DREDGING - AREA 1

REQUIRED DREDGING - AREA 2

OPTION 2 AND OPTION 3 DREDGING - AREAS 3 AND 4

PLACEMENT AND REAL ESTATE PLAN - VERPLANK NORTH CELL

NEARSHORE PLACEMENT AND REAL ESTATE PLAN

AVERAGE VOLUMES DREDGED.

11. VOLUMES FOR AREA 1 ARE BASED ON THE 10-YEAR HISTORIC

SOUNDINGS TAKEN WITHIN THE LIMITS SHOWN.

THE DEPTH CONTOURS OBTAINED FROM THE PRIOR DREDGING

AND OPTION MAINTENANCE DREDGING AREAS WILL BE BASED ON

FROM THE SURVEY INDICATED HEREINBEFORE. THE REQUIRED

OPTIONAL AREAS ON THE 24.0 FT DEPTH CONTOUR RESULTING

UPON THE 23.0, 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.

CONTROL.

DETAILED DESCRIPTIONS OF BENCH MARKS AND HORIZONTAL

7. THE LAKE MICHIGAN AREA OFFICE OFFICE SHALL PROVIDE

(4802), 1983 NORTH AMERICAN DATUM. US SURVEY FOOT

MICHIGAN STATE PLANE COORDINATE SYSTEM, SOUTH 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

THE CONDITIONS SHOWN IS MARKED REQUIRED AND OPTIONAL.

4. DREDGING AND SITE WORK WORK UNDER THIS CONTRACT FOR

OFFICE.

3. HYDROGRAPHIC SURVEY MADE BY THE LAKE MICHIGAN AREA

2. DATE OF SURVEY: 17 NOVEMBER, 2015.

AT THE TIME.

CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING

SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE

REPRESENTS THE RESULTS OF AUTOMATED HYDROGRAPHIC

1. THE INFORMATION DEPICTED ON THESE DRAWINGS

GENERAL NOTES:

OF DREDGE MATERIALS FROM AREAS 2, 3, AND 4

GOVERNMENT FURNISHED AREA FOR DISPOSAL

MATERIAL FROM AREA 1

FOR DISPOSAL OF DREDGE

NEARSHORE PLACEMENT AREA

DREDGE AREA 1

DREDGE AREAS 2, 3, AND 4

P S

C O

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In c r e a s e

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IDENTIFICATION

SHEET

D A

T E

A P

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SHEET OF

-1

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Detroit District of Engineers

US Army Corps

C O

E S

-2

C O

E S

-1

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C E

R T

D F

A L

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R E

A D

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L A

A N

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H T

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E 12,618,000

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H T

R A

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F T B

E L

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D O

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DREDGE PLAN

200’0 100’

SCALE:1"=100’

C .S

LEGEND

DREDGE LIMITS / CHANNEL LIMITS

-23.0 FT CONTOUR

CHANNEL TURNING POINT

FT BELOW L.W.D.

AND OPTION 1 DREDGING TO -24.0

TO -23.0 FT BELOW L.W.D.

REQUIRED DREDGING AREA 1

P S

C O

E E

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In c r e a s e

P r o f it .S u b m it

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T R

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A N

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A V

E N H

A R

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N A

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R A

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P L

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M A

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

-1

-2 fi

Detroit District of Engineers

US Army Corps

C O

E S

-2

C O

E S

-1

-2

C E

R T

D F

A L

-1

-2

R E

A D

Y T

O A

D V

E R

30.2 30.2 29.9

29.7

29.4

29.2

28.9 28.7

28.3

28.2

28.2 28.2

28.0

28.0 27.9

27.8

27.6

27.3

27.1

26.8

26.6

26.5

26.4

26.3

26.2

26.1

26.0

26.0 26.0

25.9

25.9 25.9

25.9

25.8

25.7

25.6

25.5

25.4

25.4 25.4 25.4

25.3

25.2

25.2 25.1

25.1

25.0

25.0 25.0

25.0

24.9

24.9 24.8

24.8

24.7

24.7 24.7

24.7

24.6

24.5

24.4

24.4 24.4

24.4

24.4 24.4

24.4

24.3

24.2

24.1

24.0

23.9

23.8

23.7

23.6

23.6 23.6

23.6

23.5

23.5 23.5

23.5

23.4

23.4 23.4

23.4

23.3

23.3 23.3

23.3

23.3 23.3

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

23.0

23.0 23.0

23.0

23.0 23.0

22.9

22.9 22.9

22.9

22.8

22.8 22.8

22.8

22.7

22.7 22.7

22.7

22.7 22.7

22.7

22.7 22.7

22.7

22.6

22.6 22.6

22.6

22.6 22.6

22.6

22.5

22.5 22.5

22.5

22.4

22.3

22.3 22.3

22.3

22.3 22.3

22.3

22.2

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

21.8

21.8 21.8

21.8

21.8 21.8

21.8

21.7

21.7 21.7

21.6

21.6 21.6

21.6

21.5

21.4 21.4

21.4

21.3

21.2

21.1

21.1 21.1

21.1

21.1 21.0

21.0

20.9

20.9 20.9

20.9

21.0

20.8

20.7

21.0

20.6

20.6 20.6

20.6 20.5

20.4

20.3 20.3

20.3

20.2

20.2 20.2

20.1

20.1 20.0

20.0

19.9

19.9 19.9

19.9

19.8

19.7

19.6 19.6

19.6

19.5

19.4

19.4 19.4

19.4

19.3

19.2

19.1

19.0

18.9

18.8

18.7

18.6

18.5

18.4

18.3

18.2

18.1

18.1 18.1

18.1

18.0

17.9

17.8

17.7

17.6

17.5 17.5

17.5

17.4

17.4 17.4

17.3

17.2

17.1

17.0

16.9

16.8

16.7

16.6

16.5 16.5

16.5

16.4

16.3

16.2

16.1

16.0

16.0 15.9

15.8

15.7

15.6

15.5

15.5 15.5

15.5

15.4

15.3

15.2

15.1

15.0

14.9

14.8

14.7

14.6

14.5 14.5

14.5

14.4

14.4 14.3

14.2

14.1 14.1

14.1

14.0

13.9

13.8

13.8 13.8

13.8

13.7 13.7

13.7

13.6 13.6

13.6

13.4

13.3

13.2

13.1

13.1 13.1

13.1

13.0

12.9

12.8

12.7

12.6

12.5

12.4

12.3 12.3

12.3

12.2

12.1

12.0

11.9

11.8

11.7

11.6

11.5

11.4

11.3

11.2 11.2

11.1

11.0

10.9

10.8

10.7

10.6

10.5

10.4

10.3 10.3

10.3

10.2

10.1

10.0

9.9

9.8

9.7

9.6

9.6 9.6

9.6

9.5

9.4

9.4 9.4

9.4

9.3

9.2

9.1

9.0

8.9

8.8

8.7

8.6

8.5 8.5

8.5

8.4

8.3

8.3 8.3

8.3

8.2

8.1

8.1 8.1

8.1

8.0

7.9

7.9 7.9

7.9

7.8

7.8 7.8

7.8

7.7

7.6

7.5

7.4

7.3

7.2

7.1

7.0

7.0 6.9

6.9

6.8

6.7

6.2

6.1

6.0

5.9

5.8

5.7

5.2

5.1

5.0

4.9

4.8

4.7

4.4

4.2

4.1

2.9

2.8

1.2

STAND

MARINA

KNOLL

PATH

PARK

BLUFF

PILE PILE

S C

ALE

PILE

(RUIN)

RAILROAD EXIBIT

PARKING

BLEACHERS

PILE

SAND DUNES

INIATURE

G O

SAND DUNES

C/S 77+16.6

C/S 54+95.7

C/S 60+94.6

C/L 5

C/L 6

C/L 7

RIP-RAP

A P

R A P

A P

RIP-RAP

E 12,624,000

E 12,625,000 E 12,625,000

E 12,624,000

POWER-2

DREDGE PLAN

200’0 100’

SCALE:1"=100’

CN102

A R

E A

R E

Q U

E D D

R E

D G

TO 21

.0 FT

BELOW L.

W.D

REQUIRED DREDGING AREA 2

DOWN STREAM LI

MIT

TO 21.0 FT BELOW L.W.D.

REQUIRED DREDGING AREA 2

UPSTEAM STREAM LIMIT

C/S 60+0

C/S 76+00

LEGEND

DREDGE LIMITS / CHANNEL LIMITS

-21.0 FT CONTOUR

TO -21.0 FT BELOW L.W.D.

REQUIRED DREDGING AREA 2

CHANNEL TURNING POINT

P S

C O

E E

R S

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T R

In c r e a s e

P r o f it .S u b m it

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V a g in e e r

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S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

-1

-2 fi

Detroit District of Engineers

US Army Corps

C O

E S

-2

C O

E S

-1

-2

C E

R T

D F

A L

-1

-2

R E

A D

Y T

O A

D V

E R

25.9

25.7

25.5 25.5 25.5

25.2

25.0

24.9

24.8

24.7

24.6

24.5

24.4

24.4 24.4

24.3

24.2

24.1 24.1

24.0

23.8

23.7

23.6 23.6

23.6

23.5

23.4

23.3 23.3

23.3

23.3 23.3

23.3

23.2 23.2

23.2

23.1

23.0 23.0

23.0

23.0 23.0

22.9

22.8

22.8 22.8

22.8

22.7

22.6

22.5

22.5 22.5

22.5

22.4

22.4 22.4

22.4

22.3

22.3 22.3

22.3

22.2

22.2 22.2

22.2

22.1

22.1 22.1 22.1

22.1

22.0

21.9

21.9 21.9

21.9

21.8 21.8

21.8

21.7

21.7 21.7

21.7

21.7 21.7

21.7

21.6

21.5 21.5

21.5

21.4 21.4

21.4

21.3

21.2

21.1

20.9

20.6

20.2

20.1

19.8

19.6

19.4

19.1

18.6

18.5

18.4

.3 18.2

17.9

17.5

17.4

17.0

16.0

15.6

15.1

15.0

14.9

14.7

14.6

14.5

14.4

14.3

13.9

13.8

13.5

13.4

13.1

12.7

12.4

11.9

11.4

11.3

11.1

11.0

.9 10.9

10.9

10.8

10.6

10.4

10.1

10.0

9 9.

9 9.9

9.9

9.7

9.6

9.5

9.4

9.3

9.2

9.0

9 8.9

8.9

8.8

8.7

8.6

4 8.

48.4

8.4

8.3

8.2

8.1

8.0

7.8

6 7.6 7.6

7.67.

7.5

7.4

7.3

7.2

7.1

7.0

6.9

6.8

6.7

6.6

6.5

6.4

6.3

6.2

1 6.

6.1

6.0

5.9

8 5.8

5.7

5.6

5.5

5.4 5.4

5.4

5.3

5.2

15.1 5.1 5.1

5.1

5.0

94.9

4.9

4.8 4.8

4.6 4.6

4.6

4.4

4.3

4.3 4.3

4.2 4.2

14.1

4.1

4.03.

3.9

3.7

3.2

3.1

2.5

P O

S I

T I

O N I

S T

A C

R R

E C

T I

O N

S I N

C L

A I R

RIP-RAP

SAND DUNES

1,0

ELEVATOR DOLPHIN

FOX

SAND DUNES

PIL

SCALE

PIL

INGS(R

UIN

(RUIN

SAND DUNES

C\L

C/S

+16 .6

C/S

+97 .5

C/L

GRAND HAVEN HARBOR

SHEET I

NDEX

DREDGE AREA 4

OPTION 3UPSTREAM LI

MIT

DREDGE AREA 3

OPTION 2UPSTREAM LI

MIT

D R E D

G E A

R E A

O P

W N S

E A

M L

W L

W D

C /S 6+

C/S 86+

DREDGE AREA 4

OPTION 3DOWNSTREAM LI

MIT

TO 21

.0 F

T BELOW L

TO 21

.0 F

T BELOW L

TO 21

.0 F

T BELOW L

DREDGE PLAN

200’0 100’

SCALE:1"=100’

CN103

A R

E A

S A

N D

O P

N A

N D D

R E

D G

ACCESS

NORTH CELL PIPELINE

C/S 82+

LEGEND

DREDGE LIMITS / CHANNEL LIMITS

-21.0 FT CONTOUR

TO -21.0 FT BELOW L.W.D.

OPTION 2 DREDGING AREA 3

TO -21.0 FT BELOW L.W.D.

OPTION 3 DREDGING AREA 4

CHANNEL TURNING POINT

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

R O

S S

W M

A W

-1

-2

A .W

A G

N E

X K -1

-B -0

G R

A N

D H

A V

E N H

A R

B O

R F

Y M /D A

N D H

A R

B O

R M

T E

N A

N C

E G

R A

N D H

A V

E N

A N

O T

T A

W A C

O U

N T

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

SHEET OF

-1

-2 fi

Detroit District of Engineers

US Army Corps

C O

E S

-2

C O

E S

-1

-2

C E

R T

D F

A L

-1

-2

R E

A D

Y T

O A

D V

E R

AREA

EXISTING WETLAND

200’0 100’

SCALE:1"=100’

EXCAVATION PLAN

REQUIRED

A-A

CS101

E X

C A

V A

N N

O R

T H C

E L L R

E Q

E D

APPROXIMATELY 250’ FROM ACCESS RAMP

EXISTING WOODLAND

APPROXIMATELY 260’

A P

P R

O X

A T

E L

TREE LINE (APPROX)

EXISTING GRADE

MAINTAIN MINIMUM 1V:2.5H SLOPE

APPROX 36,000 CY

MATERIAL TO BE EXCAVATED

EXISTING ACCESS RAMP

(APPROX 36,000 CY)

EXCAVATION LIMITS

NORTH CELL REQUIRED

FOR NORTH CELL MATERIAL

REQUIRED PLACEMENT AREA LIMITS

EXCAVATION.

LOCATION OF UTILITIES PRIOR TO

8. THE CONTRACTOR SHALL VERIFY THE

NORTH.

7. ALL AZIMUTHS ARE REFERENCED TO

HORIZONTAL CONTROL.

DESCRIPTIONS OF BENCH MARKS AND

OFFICE SHALL PROVIDE DETAILED

6. THE LAKE MICHIGAN AREA OFFICE

RIMOUSKI, QUEBEC (I.G.L.D. 1985).

577.5 FT ABOVE MEAN WATER LEVEL AT

(L.W.D.), FOR LAKE MICHIGAN, ELEVATION

REFERENCED TO LOW WATER DATUM

5. ALL ELEVATIONS AND CONTOURS ARE

LIMITS SHOWN.

STOCKPILED WITHIN THE PLACEMENT

NORTH CELL SHALL BE TRANSPORTED AND

4. ALL MATERIAL EXCAVATED WITHIN THE

REQUIRED EXCAVATION.

FOR ADDITIONAL REQUIREMENTS ON

3. SEE SPECIFICATIONS SECTION 31 00 00

2. DATE OF SURVEY: NOVEMBER 2015.

CONDITIONS EXISTING AT THE TIME.

CONSIDERED AS INDICATING THE GENERAL

DATES INDICATED AND CAN ONLY BE

TOPOGRAPHIC SURVEYS MADE ON THE

DRAWINGS REPRESENTS THE RESULTS OF

1. THE INFORMATION DEPICTED ON THESE

GENERAL NOTES:

TYPICAL SECTION

SCALE: AS SHOWN

A-A

0 25 50 75 100 125 150 175 200 225 250 275 300-25-50-75-100-125-150-175-200-225-250-275-300

OR TO NATURAL CLAY SUBGRADE

EXCAVATE TO ELEVATION 587.0 FT

LEGEND

MAJOR CONTOUR

MINOR CONTOUR

TREE LINE

WETLAND

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

R O

S S

W M

A W

-1

-2

A .W

A G

N E

X K -1

-B -0

G R

A N

D H

A V

E N H

A R

B O

R F

Y M /D A

N D H

A R

B O

R M

T E

N A

N C

E G

R A

N D H

A V

E N

A N

O T

T A

W A C

O U

N T

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

SHEET OF

-1

-2 fi

Detroit District of Engineers

US Army Corps

C O

E S

-2

C O

E S

-1

-2

C E

R T

D F

A L

-1

-2

R E

A D

Y T

O A

D V

E R

R P

L A

F I

C E

T R

A L

W O

O P

G S

A N

T E

N N

A E

E S

V E

R P

L A

F I

C E

T R

A L

W O

A E

T L A

N D

N O

L L

S O

L L

B C

F G

V E

R T

E L .9

F T

V E

R T

E L .8

F T

E L

E V

A T I

O N

PIPELINE

G A

S T

S I

N C

L A I

R S I

N C

L A I

E X I

S T I

O R

E L I

N E

C H

A N

M I

T S

F E

D E

V I

G A

T I

C H

A R

G E

E X

A E

T L A

N D

E A S E

M E

N T

C H

A R

G E

E X

D E

H I

A J

E X

A D

E X

A D

E X

A D

A C

C E

L K

W A

L E

G E

N D

S H

O R

E L

C H

A N

N E L

U R

N T

U R

H O

O N

T A L

O N

T R

O L

B E

F E

N C

N A

A T

A N

N E L

F E

D E

C E

M E

N T

S C

A L E :1

E S

T A

T E P

L A

P L

A C

E M

E N

T A

A L

L A

A N

H A

R B

O R

G R

C E

M E

N T

G O

V E

R N

M E

N T

U R

H E

RR101

V E

R P

L A

N K N

O R

T H C

E L L

P L

A C

E M

E N

T A

N D R

E A

L E

S T

A T

E P

L A

A L

6 7

SPRING LAKE TWP.

CROCKERY TWP.

F E R R

Y S B

U R

H A

V E

G R

A N

L A

K E

S P R

DR.

GRAND HAVEN RD.

H I C

K O

T A

H I C

K O

K E

168TH AVE.

180TH AVE.

G E

S T

148TH AVE.

144TH AVE.

D O

G W

R A

N N

L E

O N

152ND ST.

148TH AVE.

BEECHTREE ST.

F U

L T

S P R

K E

B A

Y O

P E

T T

Y S

S M

Y O U

L L O

Y O

B E

C K

G R A N D

E R

1 1

CSX R.R.

H I C

K O

N O

NORTH BEACH

P R

B O

RD.

F R

O M A

R E

A S

A N

D O

N L

A C

E M

E N

T L

S F

O R D

R E

D G

E M

A T

E R

E N

O T

E S A

N D

O V

E R

F L

O W W

N O

R T

H C

E L L I S L

D T

O H

Y D

R A

U L

E A

N S O

N L

L A

C E

M E

N T O

F D

R E

D G

E M

A T

E R

L W

O R

E P

L A

C E

M E

N T S

E A

S I

N D

A T

E D

G E M

A T

E R

L S

H A

L L B

E P

L A

C E

D I

N T

H E N

A L L B

E P

L A

C E

D I

N T

H E N

O R

T H C

E L L A

R E

D G

E M

A T

E R

L F

R O

M D

R E

D G

E A

R E

A S

A N

A C

E M

E N

T O

F D

R E

D G

E M

A T

E R

L L S

H A

O M

P L E

T E

D P

R T

O T

X C

A V

A T

N O

F E

G S

E D

E N

T I

N T

H E N

O R

T E

L A

N D D

E N

A R

D S W

H N

E W W

O A

R D

S M

A D

E O

F S

C O

N T

R A

C T

O R S

H A

L L R

E P

L A

C E E

G W

M M

E N

C E

M E

N T O

F P

L A

C E

M E

N T O

P E

R A

N S

A C

C U

M U

L A

T E

D S

E D

E N

T A

N D V

E G

E T

A T

N P

C H

A R

G E W

E Q

E S T

H E R

E M

O V

A L

E R F

R O

M T

H E S

O U

T H C

E L L W

N L

.2 E

F F

L U

E N

T S

H A

L L B

E D

C H

A R

G E

D T

O T

E C

A T

N S S

E C

A R

A G

R A

T E

R Q

U A

Y S

T A

N D

A R

D S L

T E

F F

L U

E N

T D

C H

A R

G E I S R

E Q

E D T

O M

E E

T O

F P

E R

E T

E R D

E S

S H

A L L N

O T E

X C

E E

D E

L E

V A

.0 F

E E

T A

B O

V E L

H E F

A L H

H T O

F P

L A

C E

D D

R E

D G

E M

A T

E R

R N

H E

D P

L A

C E

M E

N T A

R E

E D

G E M

A T

E R

L W

H E G

O V

E R

N M

N A

L R

E Q

E M

E N

T S O

N P

L A

C E

M E

N T

E E S

P E

A T

N S S

E C

T U

U S S

U R

V E

Y F

O O

T S

Y S

T E

M S

O U

T H Z

O N

O R

T H A

M E

O J E

C T

A N S

T A

T E P

L A

N E C

O O

R D

S S

H O

W N A

R E B

A S

E D O

N L

A M

B E

T E

R L

E V

E L A

T R

O U

S K I, Q

U E

B E

C I.

G .L .D

K E M

A N E

L E

V A

.5 F

T A

B O

V E M

F E

R E

N C

E D T

O L

O W W

A T

E R D

A T

U M

L .W .D F

A L L S

O U

N D

G S

D E

P T

H S A

N D E

L E

V A

N S A

N E

R A

L N

O T

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

R O

S S

W M

A W

-1

-2

A .W

A G

N E

X K -1

-B -0

G R

A N

D H

A V

E N H

A R

B O

R F

Y M /D A

N D H

A R

B O

R M

T E

N A

N C

E G

R A

N D H

A V

E N

A N

O T

T A

W A C

O U

N T

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

SHEET OF

-1

-2 fi

Detroit District of Engineers

US Army Corps

C O

E S

-2

C O

E S

-1

-2

C E

R T

D F

A L

-1

-2

R E

A D

Y T

O A

D V

E R

LEGEND

AND 4 SHALL BE PLACED IN THE NORTH CELL AS INDICATED.

NEARSHORE PLACEMENT AREA. REQUIRED AND OPTIONAL DREDGE MATERIAL FROM DREDGE AREAS 2, 3,

4. REQUIRED AND OPTIONAL DREDGE MATERIAL FROM DREDGE AREA 1 SHALL BE PLACED IN THE

MATERIAL WITHIN THE NEARSHORE GOVERNMENT FURNISHED PLACEMENT AREA.

3. SEE SPECIFICATIONS SECTION 35 20 23 FOR ADDITIONAL REQUIREMENTS ON PLACEMENT OF DREDGE

SOUTH ZONE (4802), 1983 NORTH AMERICAN DATUM. US SURVEY FOOT

2. GRIDS SHOWN ARE BASED ON LAMBERT PROJECTION, MICHIGAN STATE PLANE COORDINATE SYSTEM, LAKE MICHIGAN, ELEVATION 577.5 FT ABOVE MEAN WATER LEVEL AT RIMOUSKI, QUEBEC (I.G.L.D. 1985).

1. ALL SOUNDINGS, DEPTHS AND ELEVATIONS ARE REFERENCED TO LOW WATER DATUM (L.W.D.), FOR

GENERAL NOTES:

CHANNEL LINE

CENTER LINE

SHORELINE

ORDINARY HIGH WATER MARK OHWM

LOW WATER DATUM L.W.D.

CHANNEL LINE TURNING POINT 2

CENTER LINE TURNING POINT CL 1

HORIZONTAL CONTROL POINT 29

BENCH MARK B.M. X

TYPICAL (TYP)

CROSS SECTION C.S.

REQUIRED REQ,D

AREA

NEARSHORE PLACEMENT

PROJECT SITE

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

CHICAGO

IOWA

DAVENPORT

CLEVELANDFORT WAYNE

HAVEN

GRAND

S H

O R

E L

F T . A

L O

N G

S H

O R

E L I

N E

NEARSHORE PLACEMENT AREA

EXSITING SHORELINE (VARIES)

ORDINARY HIGH WATER MARK (ELEVATION 581.5 FT)

DREDGE AREA

AREA 1 REQUIRED AND OPTIONAL

LAKEWARD LIMIT OF PLACEMENT

MOST LANDWARD 12.0 FT. DEPTH CONTOUR

LANDWARD LIMIT OF PLACEMENT

MOST LANDWARD 8.0 FT. DEPTH CONTOUR

RR102

A N

D R

E A

L E

S T

A T

E P

L A

N N

E A

R S

H O

R E P

L A

C E

M E

N T

D R

N O

A C

SCALE:1’’= 400’

200400 400 800FT

HARBOR

HAVEN

GRAND

REAL ESTATE PLAN

NEARSHORE PLACEMENT AND

SHEET 1

SHEET 2

SHEET 3

SHEET 4

SHEET 5

SHEET 6

SHEET 7

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