FY19_Sturgeon_Bay_and_Kewaunee_MD_Progress_and_Scoping_Plans.pdf

PDF 3 MB Posted May 16, 2019

Attached to: FY19 Sturgeon Bay and Kewaunee Harbor Maintenance Dredging
Solicitation number: W911XK19B0013
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Bid_Abstract_W911XK19B0013.pdf	PDF	Jun 21, 2019
FY19_Sturgeon_Bay_and_Kewaunee_MD_Specifications.PDF	PDF	May 16, 2019
W911XK19B0013.pdf	PDF	May 16, 2019

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PLACEMENT AREA

GOVERNMENT-FURNISHED

PLACEMENT AREA

GOVERNMENT-FURNISHED

DREDGE AREAS

OPTIONS 3 - 4

REQUIRED AND

DREDGE AREAS

OPTIONS 1 - 2

REQUIRED AND

OFFLOADING AREA

GOV'T FURNISHED

S O

A T

N N

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N E

D B

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C H

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D B

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A W

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A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

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I n c r e a s e r o f i t

S u b m i t

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V a l u n g i n e e r i g

W A L L S

R A

210+00

R A

R A P

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-1

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LIG

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89-15

R A P

W A L L S

VERHEAD

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89-14

M-12

76-11 76-10

76-1

89-2

90-1

205+00

200+00

105+

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...\Projects\AEC_WS-001_ProjectTemplate\AEC_WS-001_ProjectTemplate\CAD_BIM\_Sheets\

R O J E

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G-001

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

T R

M I

A N A of Engineers

US Army Corps

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

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

X K

W911XK19B0013

C O

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22MAY07

STURGEON B

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E D

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FY19 MAINTENANCE DREDGING

STURGEON BAY & KEWAUNEE

STURGEON BAY & KEWAUNEE, WI

DOOR & KEWAUNEE COUNTY

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MEMORIA

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B A

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77-30

77-31

S T A T E H

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CANAL RD.

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P C #3

BARGE RD.

77-12

77-B

77-C

77-F

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UNDARY

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T E R

FORT WAYNE CLEVELAND

DAVENPORT

PROJECT

STURGEON BAY

LOCATION

KEWAUNEE

DETROIT DISTRICT

OF ENGINEERS

US ARMY CORPS

MICHIGAN

IOWA

CHICAGO

GREEN BAY

INDIANA

ILLINOIS

MICHIGAN

OHIO

BAY

GEORGIAN

LAKE SUPERIOR

1007525

LAKE HURON

MICHIGAN

CANADA

BAY

STURGEON

OFFLOADING AREA

GOVERNMENT-FURNISHED

HAVEN

GRAND

D E

T R

DETROIT DISTRICT

KEWAUNEE SITE MAPSTURGEON BAY SITE MAP

SCALE: NTS SCALE: NTS

CERTIFIED FINAL - READY TO ADVERTISE

WILLIAM D. MERTE /S/

PHILLIP C. ROSS /S/

MARIE STRUM /S/

NOTES SPECIFIC TO THIS TITLE

LOCATION ON THE GRID THE TITLE ITEM IS

TEXT SCALE

TITLE OF DETAIL, PLAN OR SECTION

GRAPHIC SCALE

NORTH ARROW OF TITLE ITEM

PAPER NORTH

TRUE NORTH

SHEET ID THE DETAIL OR SECTION IS BEING CALLED FROM

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US Army Corps

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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:03:43 AM 4/29/2019

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TITLE

X#XX###

SCALE: 1"=1'

1. TITLE SPECIFIC NOTES

NOTE:

0 1' 2'6"

UPSTREAMU/S

TYPICALTYP

STANDARDSTD

STATIONSTA

SPECIFICATIONSPEC

SHEETSHT

SECTIONSECT

REQUIREDREQ'D

ORDINARY HIGH WATER MARKOHWM

OUTSIDE DIAMETEROD

ON CENTEROC

NOT TO SCALENTS

MISCELLANEOUSMISC

MINIMUMMIN

MAXIMUMMAX

MATERIALMAT'L

LOW WATER DATUMLWD

FOOTFT

ELEVATIONELEV

DRAWINGDWG

DOWNSTREAMD/S

DIMENSIONDIM

CUBIC YARDCY

CLEARCLR

CENTERLINEC OR C/L

BOTTOM BOTT

AT@

APPROXIMATEAPPROX

AND&

ALTERNATEALT

STANDARD ABBREVIATIONS

REQ'D MAT'L TO BE DREDGED

REQ'D PAY PRISM LINE

EXISTING BOTTOM

PAY OVERDEPTH PRISM

1.0 FT. ALLOWABLE

P R

O J E

C T D

E P

T H

R E

Q U

E D D

E P

T H

TYPICAL SECTION

NTS

CERTIFIED FINAL - READY TO ADVERTISE

OPTION 2, OPTION 3, AND OPTION 4.

DREDGE WORK UNDER THIS CONTRACT IS MARKED REQUIRED, OPTION 1, 8.

IGLD85.

AUTHORIZED DEPTH FOR KEWAUNEE HARBOR IS 20 FEET BELOW LWD

AUTHORIZED DEPTH FOR STURGEON BAY IS 22 FEET BELOW LWD IGLD85. 7.

SUB-OFFICE.

TECHNICAL SUPPORT BRANCH, LAKE MICHIGAN AREA OFFICE, KEWAUNEE

DISTRICT, ENGINEERING & TECHNICAL SERVICES BRANCH, OPERATIONS

SURVEY CONTROL AND BENCHMARK DATA IS AVAILABLE FROM THE DETROIT 6.

PLACEMENT OF DREDGED MATERIALS WITHIN THE PLACEMENT AREAS.

SPECIFICATIONS FOR INFORMATION REGARDING THE REQUIREMENTS FOR

THE CONTRACTOR'S ATTENTION IS DIRECTED TO SECTION 35 20 23 OF THE 5.

CROSSINGS IN ACCORDANCE WITH THE SOLICITATION DOCUMENTS.

THE CONTRACTOR SHALL VERIFY THE LOCATION OF AUTHORIZED 4.

DATUM 1985). SOUNDINGS ARE SHOWN AS THUS: 21.0

MEAN WATER LEVEL AT RIMOUSKI, QUEBEC (INTERNATIONAL GREAT LAKES

WATER DATUM (L.W.D.), FOR LAKE MICHIGAN, ELEVATION, 577.5 FEET ABOVE

ALL SOUNDINGS, DEPTHS, AND ELEVATIONS ARE REFERENCED TO LOW 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.

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

A T

N N

D E

N E

D B

D E

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M A

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S U

B M

T E

D B

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T E

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C H

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K E

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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

O R

P S O

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I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

R "12"

FI R 4s

C "11"

230+00

225+00

Z E N

H R

210+00220+00 215+00

77-30

STURGEON BAY

23.5

23.4

23.4 23.3

23.3

23.2

23.0

22.9

22.8

22.7 22.7

22.6

22.4

20.0

19.9

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

19.6 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

19.4

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

19.2 19.2

19.2 19.2 19.2

19.2

19.2 19.2

19.2

19.1

19.1 19.1

19.1

19.0

18.9

18.9 18.9

18.9

18.8

18.8 18.7

18.7 18.7

18.7

18.6

18.6 18.6

18.6

18.5

18.4

18.4 18.4

18.4

18.3

18.3 18.2

18.2 18.2

18.2

18.1

18.0

17.9

17.8

17.7

17.7 17.7

17.7

17.6

17.5

17.5 17.5

17.5

17.4

17.3

17.3 17.3

17.3

17.2

17.2 17.1

17.1

17.0

17.0 17.0

17.0

16.9

16.8

16.7

16.6

16.6 16.6

16.6

16.5

16.4 16.4 16.4

16.4

16.3 16.3

16.3

16.2

16.2 16.2

16.2

16.1

16.0

15.9

15.8

15.8 15.8

15.8

15.7

15.7 15.7

15.6

15.6 15.6

15.5

15.4 15.4

15.4

15.3

15.3 15.3

15.3

15.2 15.2

15.2

15.1 15.1

15.1

15.0

14.9

14.9 14.9

14.9

14.8

14.7

14.6

14.5

14.4

14.3

14.3 14.3

14.3

14.2

14.2 14.2

14.2

14.1

14.0

14.0 14.0

13.9

13.8

13.7

13.6

13.5

13.4

13.4 13.4

13.3 13.3

13.3

13.2 13.2 13.2

13.2

13.1

13.0 13.0

13.0

12.9

12.9 12.8

12.8

12.7

12.6

12.6 12.6

12.6 12.5

12.5

12.4 12.4

12.4

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

11.8

11.8 11.8

11.8

11.7

11.7 11.7 11.6

11.6

11.5

11.5 11.5

11.5

11.4

11.3

11.2 11.2

11.2

11.1

11.1 11.1

11.0 11.0

11.0

11.0 11.0 11.0

10.9

10.9 10.9

10.9

10.8

10.7

10.6 10.6

10.6

10.6 10.6

10.6

10.5

10.5 10.4

10.4

10.4 10.3

10.3

10.3 10.3

10.3

10.2

10.2 10.2

10.2

10.2 10.1

10.0

9.9

9.99.9

9.9

9.9 9.9

9.8

9.79.7

9.7

9.6

9.5

9.4

9.3

9.3 9.2

9.2

9.1

9.1 9.1

9.0

9.09.0

9.0

8.9

8.8

8.7

8.6

8.5

8.4

8.3

8.2

8.1

8.1 8.0

8.0

7.9

7.9 7.9

7.9

7.8

7.7

7.7 7.7

7.77.7

7.7

7.6 7.6

7.5

7.4

7.3

7.2

7.2 7.2

7.2

7.1

7.0

6.9

6.8

6.7

6.6

6.56.5

6.5

6.4

6.3

6.3 6.3

6.3

6.3 6.2

6.2 6.2

6.2

6.2 6.2

6.2

6.1

6.0

6.0 6.0

6.0 5.9

5.9

5.8

5.85.8

5.7

5.6

5.6 5.6

5.55.5 5.5

5.5

5.4

5.45.4

5.3

5.2

5.2 5.2

5.1 5.1

5.1

5.0

5.0 4.9

4.9

4.8

4.8 4.7

4.7 4.7

4.7

4.6

4.6 4.5

4.5

4.4

4.4 4.4

4.4

4.4 4.3

4.3

4.2

4.2 4.2

4.2

4.1 4.1

4.0

4.0 4.0

4.04.0

3.9

3.93.9 3.9

3.8

3.83.8

3.8

3.83.8 3.8

3.7

3.73.7 3.6

3.6 3.63.6

3.6

3.5 3.4

3.4 3.3 3.3

3.3 3.2

3.13.1

3.03.03.0 2.8

STA 214+50

FROM STA. 213+25 TO

22.0 FT BELOW LWD

FULL WIDTH TO

DREDGING CHANNEL

LIMITS OF OPTION 2

STA 213+25

FROM STA. 212+00 TO

22.0 FT BELOW LWD

FULL WIDTH TO

DREDGING CHANNEL

LIMITS OF OPTION 1

TO STA 212+00

22.0 FT BELOW LWD

CHANNEL FULL WIDTH TO

REQUIRED DREDGING

UPSTREAM LIMIT OF

TO STA. 207+00

22.0 FT BELOW LWD

CHANNEL FULL WIDTH TO

REQUIRED DREDGING

DOWNSTREAM LIMIT OF

214+19

214+50 213+25 212+00

207+00

213+25

212+00 207+00

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:03:50 AM 4/29/2019

O J E

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A M

A N

S I

CN101

T R

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A N A

V E

X K

S B

F Y

M D

C N

.d g n

L O

G A

N W

M S

L O

G A

N W

M S

M M

E R

T E

100' 200'0

DREDGING AREA TO 22.0 FT

OPTION 2 MAINTENANCE

DREDGING AREA TO 22.0 FT

DREDGE LIMIT LINE

CHANNEL LINE

BELOW L.W.D.

OPTION 1 MAINTENANCE

DREDGING AREA TO 22.0 FT

CENTER LINE

REQUIRED MAINTENANCE

BELOW L.W.D.

LEGEND

F Y M

T E

N A

N C

E D

R E

D G

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O N B

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O U

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COORDINATE TABLE

COORDINATES

NORTHING EASTING

CHANNEL PT.

369467.114 2657366.079

369671.987 2656465.324

STURGEON BAY REQUIRED, OPTION 1 AND OPTION 2 DREDGE AREAS PLAN VIEW

D 369364.146 2657293.764

NORTHING EASTING

COORDINATES

CENTER LINE

P H

O S

A P

FLOW

WITHIN THE UPSTREAM AND DOWNSTREAM LIMITS SHOWN.

CONTOUR OBTAINED FROM THE PRIOR TO DREDGING SOUNDINGS TAKEN

AREAS WILL BE REVISED TO CONFORM TO THE NEW 22.0 FT DEPTH

HEREINBEFORE. THE REQUIRED AND OPTION MAINTENANCE DREDGING

22.0 FT DEPTH CONTOUR RESULTING FROM THE SURVEYS INDICATED

THE REQUIRED AND OPTION MAINTENANCE DREDGING IS BASED UPON THE 4.

CONSIDTIONS AT THAT TIME

INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

MAP REPRESENTS THE RESULTS OF SURVEYS MADE ON THE DATES

HYDROGRAPHIC SURVEY SYSTEM. THE INFORMATION DEPICTED ON THIS

GPS POSITIONING, AN ODOM CV300 SOUNDER AND A HYPACK

OFFICE, KEWAUNEE SUB OFFICE SURVEY PARTY ON 24 APRIL 2018, USING

THE SURVEY SHOWN WAS CONDUCTED BY THE LAKE MICHIGAN AREA 3.

THE WATER LEVEL.

NOAA GAUGE LOCATED AT STURGEON BAY, WI WAS USED TO DETERMINE 2.

PROJECT DEPTH FOR THIS AREA IS 22.0' BELOW LWD IGLD85.1.

NOTES

CERTIFIED FINAL - READY TO ADVERTISE

D E

T R

S T

U R

G E

O N B

A Y

SCALE: 1" = 100'

R "12"

FI R 4s

USCG BUOYS

C "11" G

D R

E D

G E A

R E

A S P

L A

N V

R E

Q U

E D

O P

A N

D O

P T

LWD

REQ'D

REQUIRED

LOW WATER DATUM

SURVEY CONTROL POINTS

GPS CONTROL MONUMENT

CENTER LINE POINTS

CHANNEL TURNING POINTS

Y P

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

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C T N

C H

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K E

D B

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A W

N B

U E D

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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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I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

24.8

24.7 24.6

24.5

24.4

24.4 24.4

24.4

24.3

24.2

24.1

24.1 24.1

23.9 23.9

23.9

23.8

23.7

23.6

23.5

23.5 23.5

23.5

23.4

23.3

23.2 23.2

23.2

23.1

23.0

22.9

22.9 22.9

22.9

22.9 22.9

22.9

22.8

22.8 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

22.3

22.2

22.1

22.0

21.9

21.8

21.7

21.6

21.6 21.6

21.6

21.5

21.4

21.4 21.4

21.4

21.3

21.2

21.1

21.0

20.6

20.5

20.4

20.4 20.4

20.4

20.4 20.4

20.4

20.3

20.3 20.3

20.3

20.2

20.1

19.9 19.9

19.9

19.8

19.7

19.6

19.6 19.6

19.6

19.5

19.4

19.3

19.3 19.3

19.3

19.2

19.0

18.9

18.8

18.7

18.6

18.6 18.6

18.6

18.5

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

17.8 17.8

17.8

17.8 17.8

17.8

17.7

17.6

17.5

17.4 17.4

17.3

17.2

17.1

17.1 17.1

17.1

17.0

17.0 16.9

16.9

16.8

16.7

16.6

16.5

16.4

16.4 16.3

16.3

16.3 16.3

16.3

16.3 16.3

16.3

16.2

16.2 16.2

16.2

16.1

16.0

15.9

15.7

15.6

15.5

15.5 15.5

15.5

15.5 15.5

15.4

15.4 15.4

15.4

15.4 15.4

15.3

15.2

15.2 15.2

15.2

15.2 15.2

15.1

15.1 15.1

15.1

15.0

15.0 15.0

15.0

15.0 15.0

14.9

14.8

14.8 14.8

14.8

14.7

14.6

14.6 14.6

14.6

14.5

14.4

14.3

14.3 14.3

14.3

14.2

14.1

14.0

14.0 14.0

14.0

14.0 14.0

14.0

13.9

13.9 13.9

13.9

13.8

13.8 13.8

13.8

13.7

13.7 13.7

13.7

13.6

13.6 13.6

13.6

13.6 13.5

13.5

13.5 13.5

13.5

13.4 13.4

13.4

13.3

13.3 13.3

13.3

13.2

13.1

13.1 13.1

13.1

13.0

13.0 13.0

13.0

12.9

12.8

12.8 12.8

12.8

12.7

12.7 12.7

12.7

12.6

12.5

12.4

12.3

12.2

12.1

12.0

12.0 12.0

12.0

12.0 12.0

12.0

11.9

11.8

11.8 11.8

11.8

11.7

11.6

11.5

11.4

11.3

11.2

11.1

11.1 11.1

11.1

11.0

10.9

10.9 10.9

10.9

10.8 10.8

10.8

10.8 10.8

10.8

10.7 10.7

10.7

10.6

10.5

10.5 10.5 10.4

10.4

10.4 10.4

10.4

10.3

10.2

10.1

10.0

9.9

9.8

9.7

9.6

9.5

9.5 9.5

9.5

9.5 9.5

9.4

9.4 9.4

9.4

9.3

9.2

9.1

9.0 9.0

8.9 8.9 8.9

8.8 8.7

8.7

8.7 8.6

8.6

8.6 8.6

8.5

7.8

7.7

R A P

10+00 15+00 20+00

25+00

8 6

R A P

LIG

HTHOUSE

M-12

76-11

76-10

76-1

A B

CHANNEL 130' WIDE TO 14.0 FT BELOW LWD TO STA. 17+00

DOWNSTREAM LIMIT OF REQUIRED DREDGING

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:03:54 AM 4/29/2019

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

V E

X K

F Y M

T E

N A

N C

E D

R E

D G

D E

T R

M A

S T

E R

T O

CN102

U R

G E

O N B

A Y K

E W

A U

N E

S T

U R

G E

O N B

A Y K

E W

A U

N E

W I

D O

O R K

E W

A U

N E

E C

O U

DREDGE LIMIT LINE

CHANNEL LINE

BELOW L.W.D.

REQUIRED MAINTENANCE

LWD

CS CHANNEL STATION

REQ'D

REQUIRED

LOW WATER DATUM

SURVEY CONTROL POINTS

GPS CONTROL MONUMENT

DREDGING AREA TO 14.0 FT

LEGEND

M S

SCALE: 1" = 100' 100' 200'0

M M

E R

T E

K H

F Y

M D

C N

.d g n

P H

O S

A P

CL CENTER LINE

NORTHING EASTING

COORDINATES

NORTHING EASTING

COORDINATES

CLCP

COORDINATE TABLE

K E

W A

U N

E E H

A R

B O

KEWAUNEE HARBOR REQUIRED DREDGE AREA PLAN VIEW

P L

A N V

R E

Q U

E D D

R E

D G

E A

R E

FLOW

CENTER LINE POINTS

CHANNEL TURNING POINTS (CP)

M A

T C

H L

E C

LIMITS SHOWN.

DREDGING SOUNDINGS TAKEN WITHIN THE UPSTREAM AND DOWNSTREAM

NEW 14.0 FT AND 13 FT DEPTH CONTOUR OBTAINED FROM THE PRIOR TO

MAINTENANCE DREDGING AREAS WILL BE REVISED TO CONFORM TO THE

SURVEYS INDICATED HEREINBEFORE. THE REQUIRED AND OPTION

14.0 FT AND 13 FT DEPTH CONTOUR, RESPECTIVELY, RESULTING FROM THE

THE REQUIRED AND OPTION MAINTENANCE DREDGING IS BASED UPON THE 3.

HYDROGRAPHIC SURVEY SYSTEM.

OFFICE, KEWAUNEE SUB-OFFICE SURVEY PARTY ON 26 APRIL 2018, USING A

2. THE SURVEY SHOWN WAS CONDUCTED BY THE LAKE MICHIGAN AREA

LEVEL.

NOAA GAUGE LOCATED AT KEWAUNEE, WI WAS USED TO DETERMINE WATER 1.

NOTES

CERTIFIED FINAL - READY TO ADVERTISE

237835.680 2622347.882

237980.138 2623368.697

237564.777 2623043.677

237785.696 2623508.403

237476.252 2623009.210

237769.406 2623562.565

237294.863 2623475.110

237847.734 2623708.494

237739.823 2624196.639

237113.449 2623941.059

237905.715 2622375.164

237634.817 2623070.947

237271.433 2624005.485

16.3

16.0

15.5

15.4

15.3

15.1

15.0

14.9

14.8

14.7

14.6

14.4

14.3

14.3 14.3 14.3

14.3

14.3 14.3

14.2

14.2 14.2

14.2

14.1

14.0

13.9

13.8

13.7

13.6

13.5

13.4

13.3

13.2

13.1

12.9

12.8

12.7

12.6

12.5

12.4

12.3

12.2

12.2 12.2

12.2

12.1

12.1 12.1

12.1

12.1 12.1

12.0

11.9

11.9 11.9

11.9

11.8

11.7

11.6

11.5

11.4

11.4 11.4

11.3

11.2

11.2 1

11.1 1

11.1 11.1

11.1

11.0

10.9

.8 10.8

10.8 10.8

10.7

10.6 10.6 10.6

10.5

10.4

10.3

10.3 10.2

10.2

10.1 10.1

10.0

9.9

9.99.9

9.9

9.8

9.7

9.79.6

9.6

9.6 9.5

9.5 9.4

9.4

9.4 9.3

.3 9.3

9.3

9.2

9.1

9.0

8.9

8.8

8.7

8.6

8.5

8.5 8.5

8.5

8.4

8.3

.3 8.3

8.3

8.2

8.2 8.2

8.1 8.0 8.0

8.0

7.9

7.8

.8 7.8

7.8

7.7

7.6 7.5

7.5 7.5

7.4

7.3

7.2

6.8

6.4

5.0

WALLS

RIPRAP

WALLS

OVERHEAD

M -1

-A

R A

L A

K E

S H

O R

E D

K E

W A

U N

E E R

E R

N O

R T

H M

T R

E E

MILLER STREET

M A

T R

E E

ELLI

S S

TREET

M-98 -1

-1

M E

-1

-6

-4

89-2

90-1

5+00

105+00

100+00

0+00

5+00

B E

L O

W L

W D T

O S

T A . 1

D R

E D

G C

H A

N N

E L T

T R

E A

M L

F O

P T

L O

W L

W D T

O S

T A . 2

E D

G C

H A

N N

E L T

W N

S T

R E

A M L

F O

P T

TO 14.0 FT BELOW LWD TO STA. 0+00

DREDGING CHANNEL 130' WIDE

UPSTREAM LIMIT OF REQUIRED

BELOW LWD TO STA. 100+00

DREDGING CHANNEL TO 13.0 FT

DOWNTREAM LIMIT OF OPTION 3

B E

L O

W L

W D T

O S

T A . 2

D R

E D

G C

H A

N N

E L T

S T

R E

A M L

F O

P T

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:03:57 AM 4/29/2019

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

V E

X K

F Y M

T E

N A

N C

E D

R E

D G

D E

T R

M A

S T

E R

T O

CN103

U R

G E

O N B

A Y K

E W

A U

N E

S T

U R

G E

O N B

A Y K

E W

A U

N E

W I

D O

O R K

E W

A U

N E

E C

O U

DREDGE LIMIT LINE

BELOW L.W.D.

REQUIRED MAINTENANCE

BELOW L.W.D.

DREDGING AREA TO 14.0 FT

DREDGING AREA TO 13.0 FT

LEGEND

M S

SCALE: 1" = 100' 100' 200'0

M M

E R

T E

K H

F Y

M D

C N

.d g n

OPTION 3 MAINTENANCE

OPTION 4 MAINTENANCE

P H

O S

A P

NORTHING EASTING

COORDINATES

NORTHING EASTING

COORDINATES

CLCP

COORDINATE TABLE

KEWAUNEE HARBOR REQUIRED, OPTION 3 AND OPTION 4 DREDGE AREAS PLAN VIEW

K E

W A

U N

E E H

A R

B O

FLOW

LWD

CS CHANNEL STATION

REQ'D

REQUIRED

LOW WATER DATUM

SURVEY CONTROL POINTS

GPS CONTROL MONUMENT

CL CENTER LINE

CENTER LINE POINTS

CHANNEL TURNING POINTS (CP)

R E

Q U

E D

O P

A N

D O

P T

D R

E D

G E A

R E

A S P

L A

N V

M A

T C

H L

E C

LIMITS SHOWN.

DREDGING SOUNDINGS TAKEN WITHIN THE UPSTREAM AND DOWNSTREAM

NEW 14.0 FT AND 13.0 FT DEPTH CONTOUR OBTAINED FROM THE PRIOR TO

MAINTENANCE DREDGING AREAS WILL BE REVISED TO CONFORM TO THE

SURVEYS INDICATED HEREINBEFORE. THE REQUIRED AND OPTION

14.0 FT AND 13.0 FT DEPTH CONTOUR, RESPECTIVELY, RESULTING FROM THE

THE REQUIRED AND OPTION MAINTENANCE DREDGING IS BASED UPON THE 3.

HYDROGRAPHIC SURVEY SYSTEM.

OFFICE, KEWAUNEE SUB-OFFICE SURVEY PARTY ON 26 APRIL 2018, USING A

2. THE SURVEY SHOWN WAS CONDUCTED BY THE LAKE MICHIGAN AREA

LEVEL.

NOAA GAUGE LOCATED AT KEWAUNEE, WI WAS USED TO DETERMINE WATER 1.

NOTES

CERTIFIED FINAL - READY TO ADVERTISE

239710.915 2621332.941

239723.592 2621232.526

239316.184 2621218.527

239342.411 2621122.040

239310.716 2621238.639

239350.059 2621093.906

239073.935 2621018.832

238712.535 2621076.012

238880.641 2620747.513

2620541.949238744.733

238873.846 2620521.052

238973.574 2620513.841

238967.914 2620323.655

238624.067 2620343.897

238428.796 2620500.917

2620561.600238623.320

238394.146 2620765.641

238465.061 2621107.591

238283.223 2621147.281

238136.502 2621977.080

239717.254 2621282.732

239329.329 2621170.291

238970.744 2620418.748

238630.201 2620438.796

238501.894 2620541.969

238470.523 2620781.643

238428.727 2620925.445

238356.290 2621174.669

238294.414 2621339.533

100+00

0+00

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

L L

B A R

G E

C A

N A L

L A

K E

O R E S T

A R

C A

N A L

W A L L

C A

N A L

B o x

WOODED

AREA

B A

R G

A D

TBM-3

TBM-2

TBM-1

S t u r g e o n

B a y a n d

L a k

M c h i g a n

S h i p

C a n a l

Station

Sub-

B A R

G E R

D . (G

R A V E L

OFF-LOADING SITE

GOV'T FURNISHED

U .S . G

O V E R

N M

E N T P

R O P E R T Y

LIN

(G R

A V E L

B A R

G E R

PLACEMENT AREA

GOV'T FURNISHED

BOUNDARIES

PLACEMENT AREA

APPROXIMATE

FI G 4s

"7"

FI R 4s

"6"

"5A"

77-12

77-10

77-4

77-3

77-8

77-11

77-9 77-5

77-7

C A N

A L R

B A R

G E R

C A N

A L R

B A R

G E R

W A

PC#3

W A L L

WALL

W A

C A N

A L R

WALL

77-D

W A L L

W A

L A K E F

O R E S T P

A R

K R

77-F

77-G

77-13

77-E

77-49

BM CANAL

77-H

77-2

77-I

G P O

68-1

77-6

68-2

S T U R

G E O

N B

A Y

S T U R

G E O

N B

A Y

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:04:01 AM 4/29/2019

O J E

C T N

U M

B E

E N

A M

A N

S I

RR101

T R

M I

A N A

V E

X K

S B

F Y

M D

R R

.d g n

L O

G A

N W

M S

L O

G A

N W

M S

M M

E R

T E

300' 600'0

LEGEND

T E

N A

N C

E D

R E

D G

S T

U R

G E

O N B

A Y K

E W

A U

N E

S T

U R

G E

O N B

A Y K

E W

A U

N E

W I

D O

O R K

E W

A U

N E

E C

O U

N T

STURGEON BAY REAL ESTATE PLAN REQUIRED PLACEMENT SITE

S T

U R

G E

O N B

A Y

P H

O S

A P

GPS CONTROL MONUMENT

SURVEY CONTROL POINTS

CHANNEL TURNING POINTS

0.23 ACRES

OFF-LOADING SITE

GOVERNMENT-FURNISHED

PROPERTY LINE

U.S. GOVERNMENT

HAUL ROUTE

D E

T R

SCALE: 1" = 300'

R E

Q U

E D P

L A

C E

M E

N T S

R E

A L E

S T

A T

E P

L A

11.0 ACRES

PLACEMENT AREA

GOVERNMENT-FURNISHED

CERTIFIED FINAL - READY TO ADVERTISE

23 F O

O T P

R O

C T D

E P T H

22 F O

O T P

R O

C T D

E P T H

INFORMATION.

REFER TO SPECIFICATION SECTION 01 10 10 FOR ADDITIONAL REAL ESTATE 5.

SECTION 01 57 19 PARAGRAPH "STOCKPILING OF MATERIAL".

STOCKPILING OF MATERIAL IS NOT PERMITTED. REFER TO SPECIFICATION 4.

FURNISHED PLACEMENT SITE.

DISPOSAL BY HYDRAULIC METHODS IS NOT PERMITTED IN THE GOV'T 3.

FURNISHED PLACEMENT AREA.

PLACEMENT AREA" REGARDING PLACEMENT OF MATERIAL INTO THE GOV'T

REFER TO SECTION 35 20 23 PARAGRAPH 3.3.6.8.1 "STURGEON BAY 2.

OFFLOADING SITE.

EQUIPMENT IS ALLOWED ON THE CONCRETE CAP OF THE GOV'T FURNISHED

LOADING LIMITS OF THE GOV'T FURNISHED OFFLOADING SITE. NO

REFER TO THE SPECIFICATION SECTION 35 20 23 "DREDGING" REGARDING 1.

NOTES

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

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

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

L L S

PRAP

R A P

PRAP

84-1

73-1

H T

H O

U S

EPIP

89-15

RIPRAP

H A

T H

A W

A Y D

73-2

R A P

W A

L L S

PRAP

M-1

76-A

RIPRAP

LAKESHORE DRIVE

NORTH MAIN STREET

MAIN STREET

89-1

73-3

60-1

73-6

73-4

73-5

89-14

90-1

W A

L L S

PRAP

R A P

PRAP

84-1

73-1

H T

H O

U S

EPIP

89-15

RIPRAP

H A

T H

A W

A Y D

73-2

R A P

W A

L L S

PRAP

M-1

76-A

RIPRAP

LAKESHORE DRIVE

NORTH MAIN STREET

MAIN STREET

89-1

73-3

60-1

73-6

73-4

73-5

89-14

90-1

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:04:05 AM 4/29/2019

O J E

C T N

U M

B E

E N

A M

A N

T R

M I

A N A

V E

X K

F Y M

T E

N A

N C

E D

R E

D G

D E

T R

M A

S T

E R

T O

RR102

U R

G E

O N B

A Y K

E W

A U

N E

S T

U R

G E

O N B

A Y K

E W

A U

N E

W I

D O

O R K

E W

A U

N E

E C

O U

REQUIRED

CHANNEL TURNING POINTS

LOW WATER DATUM

SURVEY CONTROL POINTS

GPS CONTROL MONUMENT

150' 300'0

LEGEND

M S

SCALE: 1" = 150'

OFF-LOADING SITE

GOVERNMENT FURNISHED

GATE

ACCESS

GOVERNMENT

M M

E R

T E

K H

F Y

M D

R R

.d g n

K E

W A

U N

E E H

A R

B O

KEWAUNEE HARBOR REAL ESTATE PLAN REQUIRED PLACEMENT SITE

ROADS TO PLACEMENT SITE

TRANSPORTED VIA PUBLIC

DREDGED MATERIAL

P H

O S

A P

PUBLIC ROADS FROM OFFLOAD SITE

FOR DREDGED MATERIAL TRANSPORTED VIA

ENTRANCE TO GOV'T FURNISHED PLACEMENT SITE

R E

Q U

E D P

L A

C E

M E

N T S

R E

A L E

S T

A T

E P

L A

REQ'D

LWD

GOV'T

OFF-LOADING SITE

GOV'T FURNISHED

SWAMP

EDGE OF WATER

595.00

590.00

585.0

FILTER CELLS

588.00

CERTIFIED FINAL - READY TO ADVERTISE

RIPRAP

PRAP

R A P

BELOW 10.5 FT ABOVE LWD

REQUIRED PLACEMENT AREA

PRAP

OF THE FILTER CELLS. SEE NOTE 2.

NO PLACEMENT WITHIN 50 FT

OF THE PERIMETER DIKES. SEE NOTE 2.

NO PLACEMENT WITHIN 30 FT

EXISTING RAMP

INFORMATION.

REFER TO SPECIFICATION SECTION 01 10 10 FOR ADDITIONAL REAL ESTATE 9.

SECTION 01 57 19 PARAGRAPH "STOCKPILING OF MATERIAL".

STOCKPILING OF MATERIAL IS NOT PERMITTED. REFER TO SPECIFICATION 8.

CONTRACTOR SHALL NOT ALLOW ANY DISCHARGE FROM THE CDF.7.

PLACEMENT OF MATERIAL IS RESTRICTED TO MECHANICAL.6.

ACCESS GATE LOCATED AT THE USACE KEWAUNEE OFFICE.

COORDINATE WITH COR FOR ACCESS THROUGH THE OFF-LOADING SITE 5.

NOT PERMITTED ON ANY EXISTING PERIMETER DIKE STRUCTURE.

SITE IS PROVIDED TO TRANSFER MATERIAL. OFF-LOADING EQUIPMENT IS

ACCESS TO THE PLACEMENT SITE BY WATER IS NOT ALLOWED. AN OFFLOAD 4.

DIKE SHALL NOT EXCEED THE 10.5 FEET ABOVE L.W.D. ELEVATION.

DREDGED MATERIAL FROM THIS CONTRACT PLACED WITHIN THE PERIMETER 3.

CELLS AND WITHIN 30 FEET FROM THE PERIMETER DIKE.

DREDGE MATERIAL SHALL NOT BE PLACED WITHIN 50 FEET OF THE FILTER 2.

LEVEL.

NOAA GAUGE LOCATED AT KEWAUNEE, WI WAS USED TO DETERMINE WATER 1.

NOTES

SBKHFY19MDG-001

SBFY19MDG-002

SBFY19MDCN101

KHFY19MDCN102

KHFY19MDCN103

SBFY19MDRR101

KHFY19MDRR102

File details come from the government source that posted it.