FY15_MD_Milwaukee_Plans_RTA.pdf

PDF 3 MB Posted Feb 27, 2015

Attached to: Milwaukee Maintenance Dredging
Solicitation number: W911XK-15-B-0002
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Abstract_of_Bids_-_Mil_MD.pdf	PDF	Apr 9, 2015
Milwaukee_MD_Amendment_2.pdf	PDF	Mar 31, 2015
Milwaukee_MD_Amendment_1.pdf	PDF	Mar 30, 2015
FY15_MD_Milwaukee_Specs_RTA.pdf	PDF	Feb 27, 2015
Milwaukee_MD_solicitation.pdf	PDF	Feb 27, 2015

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ST.

S O

MILWAUKEE HARBOR, WI

PROJECT AREA

GI001

M W

F Y

G I0

.d g n

FY15 MAINTENANCE DREDGING

B.M. X

RYPAN

CHANNEL STATIONCS

BENCH MARK

HORIZONTAL GROUND CONTROL

TURNING POINT

SHORE LINE

RAILROAD TRACKS

FENCE

STRUCTURE

LEGEND

PROJECT

LOCATION

MICHIGAN

SAGINAW

DETROIT

OIN

T E R

NATIO

NAL

UNDARY

CLEVELAND

OHIOINDIANA

FORT WAYNE

ILLINOIS

DAVENPORT

IOWA

CHICAGO

MILWAUKEE

GREEN BAY

WISCONSIN

DULUTH

MINNESOTA

INTERNATIO

NAL

UNDARY

MICHIGAN

CANADA

SOO

LOCATION MAP SCALE OF MILES

0 25 50 75 100

US ARMY CORPS

OF ENGINEERS

DETROIT DISTRICT

MICHIGAN

LAKE

LAKE HURON

LAKE SUPERIOR

GEORGIAN

BAY

LAKE

MILWAUKEE

SMALL CRAFT

FOR

ANCHORAGE GROUNDS

B U

L K

H E

A D

S T E E L

PUMPING STA.

McKINLEY

YACHT CLUB

MILWAUKEE

MARI

NACOUNTYMI

LWAUKEE

RAMP

TUNNEL INTAKE

FLUSHIN

PARK

C O L N

DRIVE

JUNEAU

.S. 141 & ST. H

W Y 32

. PR

SPEC

T AVE.

D A

B R

A D

N. HUMBOLDT

S T

P L E

A S

A N

AVE

S T

SONS CORP.

A.F. GALLUN &

N. VAN BUREN

W A T E R

O G

D E

N E

N. HOLTON ST

ALB. TROSTEL & SONS CO.

ST1STN.

N. 3RD ST

ST5THN.

W A

L N

U T

S T

C H

E R

R Y

J U

N E

A U

A V

P A

R K

F R

E E

W A

WATER

ST.

CITY HALL

S T

A T

E W

B O

U R

N A

V E

N. 3rd

S T

W E

L L S

5th

C O

N S

A V

4th

P A

U L

S T

N. 2nd

N. PLANKINTON

ST A

AVE

PROJECTDEPTH 21 FT.

STORAGE

TERMINAL

CO.

TOWING CO.

GREAT LAKES

GRAIN CO.

CONTINENTAL

MILW. TERM CO.

ST.

WATER

N. JACKSON

ST.

S T

J U

N E

A U

S T H

W Y

A V

E K

B O

U R

N E

W E

L L S

S T

UPSTREAM LIMIT O

F FEDERAL

PROJECT

ST. HWY. 32

A V

E W

C O

N S

A N

S T

ST.

S T

A V

S T

S T P

A U

B U

F F

A L

BROADWAYC

Y B

O U

R N

RR YARDS

STOR. CO.

HANSON

MILWAUKEE

CITY OF

SAND & STONE

LAKESHORE

SHOP

CITY BRIDGE

& YARDS

FREIGHT HO

C.M.ST.P. & P.

ASPHALT PLANT

U .S P

O S

T O

F F

U N

N S

T A

C. & N.W.

PARK

LANDING

SMALL BOAT

PIER

MUNICIPAL

NORTH

RAMP

CITY BULKHEAD PROPERTY

MILWAUKEE

CITY OF

SEWAGE

DISP

OSAL PLANT

N O . 1 S

LIP

A L N

O . 2

N O . 2

S O

PIE

RHEAD L

INE P

ERMI

CIT

Y B

ULKHEAD

N O . 5

LIQ

A R

G O P

, 1

PHIL

LIP

C. & N. W

. RY.

COMPANY

RUAN T

RANSP

ORT

INTE

RNATIO

NAL S

ALT

CO.MIL

WAUKEE T

ERMIN

GENERAL A

MERIC

INC.

SHELL

THE

JACOBUS C

AMER.

OIL

CO.

MOBIL

OIL

SLIP

C . F

TY H

EAVY L

IFT

UCK

PROJ

ECT

DEP

SERVICE

CITIES

INC.

MARINE

HARBOR

CORP.

MARITIME

ATLAS

P & V

AFRAM BROS.

CO.

A F

R A

M B

R O

C O

W A

S H S

T S

C L

R E

G C

G R

E E

N F

L D A

V E S

O F W

T A

C O

N E N

L G

R A

R C

O M P R E S S

G C

S L

G .T .R .R C

A T

L A

S S

T O

C O

DEPTH 21 FT.

PROJECT

C & F SLIP

M A

O W

O C

P O

R T L A

N D C

E M

COKE CO.

MILW. SOLVAY

UPSTREAM LIMIT OF

FEDERAL PROJECT

ST.

W Y.

B A

Y S

C. M. S T. P. &

P. RR.

RY. YARDS

S. BARCLAY ST.

ST. HWY. 32

S. 1ST

A V

2NDS.

3RDS.

S. 4TH ST. G

E E

N F

DST.

ST.

S T

C H

E L L

ST6TH

B U

R N

H A

R O

G E

R S

B E

C H

E R

C O

E D . E . G

L E

M I

C. & N. W. RY.

C. M. ST. P. & P. RR.

S T

C O

L N

U. S. 41

27TH ST.

CO.

CONSTN.

BADGER

C L

Y B

O U

R N

G A

S L

H T C

S T P

A U

ST.

AVE

NNI

CKI

NNI

A V

O F F

E D

E R

A L P

R O J E

C T

U P

S T

R E

A M L

T R

U C

G C

S C

H W

E R

M A

D O

C K C

G R

E A

T L

A K

E S C

O A

L & C

M S

T P

P R

Y A

R D

MITCHELL

PARK

LAYTONS.

U. S. 41

BLVD.

R C

E S

H A

R V

E S

T E

R C

E R

N A

ST.

S. 20TH

S. 16TH

C O

A L C

C O

N S

C E

20TH

ARMORY

ORC

BAY

LENOX

ARM

ORY

S . N

AVAL

TUNNEL

FLUSHING

INTAKE

13TH ST.

CO.

SUPPLY

FUEL &

SCHNEIDER

Y P

E Y

A R

A V

16TH

ST.

Y D

O C

MUSKEGO

AVE.

STOCKYARD

MILWAUKEE

C O

N M

E T

A L

L E

R B

R O

P R

E S

G C

C O

M M

E R

L E

B U

R N

H A

CEMENT CORP.

PENN-DIXIE

FOUNDRY

MID-CITY

N A

L W

RUBBLE

OUND

BASE

C O

AST

U . S

300’

500’

800’

600’

NNI

CKKI

NNI

C B

ASI

KINNICKINNIC

E R

S T

A T

A V

M I 3

RIVER

ILW

A U

K E E

L A G O O N

"D " "A

M A

P L E

CRAFT

FOR SMALL

GROUNDS

ANCHORAGE

01000 1000 2000FT

SCALE: 1’’= 1000’

L A K E M I C H I G A N

H A R B O R O F R E F U G E

M E

N O

M O

N E

E R

G E

N E

R A

L N

O T

E S L

E G

E N

D D

R A

G I

N D

E X

P R

O J E

C T A

R E

A L

O C

A T

N V

Y M

A P

INDEX TO DRAWINGS

SHEET TITLE

GI-001

CN-101

NUMBER

SHEET

CN-102

CS-101

CS-102

RR-101 REAL ESTATE PLAN

BASE DREDGE PLAN

DREDGE PLAN OPTION 1 AND 2

PROJECT AREA, LOCATION & VICINITY MAP, DRAWINGS INDEX, GENERAL NOTES & LEGEND

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

REQUIRED DMDF ROAD

REQUIRED DMDF RAMP

SECTION 35 20 23.

TYPICAL DREDGE CROSS SECTION IS LOCATED IN SPECIFICATIONS 9.

CROSSINGS IN ACCORDANCE WITH THE SOLICITATION DOCUMENTS.

THE CONTRACTOR SHALL VERIFY THE LOCATION OF AUTHORIZED8.

SOUTH ZONE, 1983 NORTH AMERICAN DATUM.

PROJECTION, WISCONSIN SYSTEM OF STATE PLANE COORDINATES,

THE GRID COORDINATE SYSTEMS SHOWN IS BASED ON THE LAMBERT7.

HORIZONTAL AND VERTICAL CONTROL.

KEWAUNEE SUB OFFICE WILL PROVIDE INFORMATION REGARDING6.

SOUNDINGS ARE SHOWN AS THUS: -20.7.

ABOVE MEAN WATER LEVEL AT RIMOUSKI, QUEBEC, (I.G.L.D. 1985).

WATER DATUM (L.W.D.) FOR LAKE MICHIGAN ELEVATION 577.5 FT.

ALL DEPTHS, CONTOURS AND ELEVATIONS ARE REFERRED TO LOW5.

MARKED REQUIRED.

DREDGING WORK UNDER THIS CONTRACT FOR THE CONDITIONS SHOWN IS 4.

TAKEN WITHIN THE UPSTREAM AND DOWNSTREAM LIMITS SHOWN.

DEPTH CONTOURS OBTAINED FROM PRIOR TO DREDGING SOUNDINGS

AREAS WILL BE REVISED TO CONFORM TO THE NEW 26.0, 27.0 & 27.5 FT.

INDICATED HEREINBEFORE. THE REQUIRED MAINTENANCE DREDGING

26.0, 27.0 & 27.5 FT. DEPTH CONTOURS RESULTING FROM THE SURVEY

THE REQUIRED MAINTENANCE DREDGING AREAS ARE BASED UPON THE3.

KEWAUNEE SUB OFFICE SURVEY PARTY ON 10 JUNE 2014.

HYDROGRAPHIC SURVEY WAS CONDUCTED BY THE LAKE MICHIGAN AREA OFFICE, 2.

GENERAL CONDITIONS EXISTING AT THAT TIME.

DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE

RESULTS OF AN AUTOMATED HYDROGRAPHIC SURVEY MADE ON THE

THE INFORMATION DEPICTED ON THIS DRAWING REPRESENTS THE 1.

GENERAL NOTES

CHANNEL/DREDGE LIMITS

27.5 FT. CONTOUR

27.0 FT. CONTOUR

26.0 FT. CONTOUR

-27.0 FT. BELOW L.W.D.

DREDGING OPTION 2 TO

-27.5 FT. BELOW L.W.D.

DREDGING OPTION 1 TO

-26.0 FT. BELOW L.W.D.

REQUIRED DREDGING TO

DMDF

DREDGE AREAS

/s/ WILLIAM D. MERTE P.E.

/s/ PHILLIP C. ROSS P.E.

/s/ MARIE STRUM, P.E. FOR

A AF

P S

C O

R P

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

R O

S S

A W

X K -1

-B -0

A W

-0

-2

A .W

A G

N E

F Y M

T E

N A

N C

E D

R E

D G

G M

W A

U K

E E H

A R

B O

R M

W A

U K

E E

C O

N S

W A

U K

E E 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

Detroit District of Engineers

US Army Corps

C O

E -1

-2

E R

D F

A L

-0

-2

E A

D Y T

O A

D V

E R

34.4

34.2

34.1

33.9

33.8

33.7

33.7 33.7

33.6 33.6

33.5

33.4 33.4

33.3 3

33.2

33.1

32.9

32.7

32.6

32.4

31.9

31.7

31.5

31.5 31.4

31.4

31.3

31.2

31.1

31.1 3

31.0

30.9

30.8

30.8 30.8

30.8

30.7

30.7 30.7

30.7

30.6

30.6 30.6

30.5

30.5 30.5

30.5

30.4 30.4

30.4

30.4 30.4

30.4

30.4 30.4

30.4

30.3

30.2 30.2

30.2

30.1

30.0

30.0 29.9

29.9

29.9 29.9

29.9

29.8

29.7

29.6

29.5

29.4

29.3

29.2

29.2 29.2

29.2

29.1

29.0

28.9

28.8

28.7

28.6 28.6

28.6

28.5

28.5 28.5

28.5

28.4

28.4 28.3

28.3

28.3 28.3

28.3

28.2

28.2 28.2

28.1

28.1 28.1 28.1

28.1

28.0

28.0 28.0

28.0

27.9

27.9 27.8

27.8

27.8 27.8 27.8

27.7

27.6

27.5

27.4

27.3

27.2 27.2

27.2

27.1

27.1 27.1

27.1

27.1 27.1

27.0

26.9

26.9 26.9

26.9

26.8

26.7

26.6

26.5

26.4

26.3

26.3 26.3

26.3

26.3 26.3

26.3

26.2

26.1

26.1 26.1

26.1

26.1 26.1 26.1

26.1

26.0

26.0 26.0

26.0

25.9

25.8

25.8 25.8

25.7

25.6

25.5

25.4

25.3

25.2

25.1

25.0

24.9

24.8

24.7

24.7 24.7

24.6

24.5

24.4

24.3

24.2

24.2 24.2

24.1

24.0

23.9

23.8

23.7

23.6

23.5

23.5 23.5

23.5

23.4

23.3

23.3 23.3 23.3

23.2

23.1

23.0

22.9

22.8

22.7

22.6

22.5

22.3 22.3

22.1

22.0

21.9

21.8

21.7

21.6

21.3

21.2

21.1

21.0

20.9

20.7

20.6

20.4

20.3

20.0

19.9

19.5

19.4

19.2

18.7

18.6

18.5

18.1

18.0

17.9

17.8

17.7

17.6

17.5

17.2

17.1

17.0

16.8 16.8

16.7

16.6

16.4

16.0

14.8

14.6

ENTRANCE

CHANNEL

WALL RAMP

RAMP

W A L L

D O

C K

MOORING POSTS

W A

L L

N 380,0

0+00 5+00 10+00

RAMP

O B

S C

U R

E D B

Y H

H W

A Y

OBSCURED BY HIGHWAY

794 794

SEWAGE PONDS

UNDER BRIDGE

AREA OBSCURED

77-9

Z=0.0000

Y=380000.0000

X=2530000.0000

SEWAGE

PONDS

WALL

PAVED PARKING

WALLS

O/H PIPE

D C

M O

O R

G P

O S

T S

PARKING LOT

89-19

E A S

T E

T R

E E

E E T

P R

O J E

C T D

E P T

Z=0.0000

Y=381000.0000

X=2529000.0000

W A

L L S

77-28

PARKING

PAVED

EAST BRUCE STREET

SUBSTATION

W A

L L S

77-29

W A

L L S

RAMP

LAUNCH

BOAT

Z=0.0000

Y=381000.0000

X=2528000.0000

E ,5

UNDER

AREA

CONSTRUCTION

Z=0.0000

Y=380000.0000

X=2529000.0000

BOAT

PAVED

STORAGE

O /H B

O A T H

O /H B

O A T H

S O

U T

W A T

E E T

UNPAVED

STORAGE

Z=0.0000

Y=380000.0000

X=2528000.0000

W A

L L

W A

L L

W A

L L S

DOCK

W A

L L

-1

-3

18100

N 381,000

W A

U K

E E R

77-7

77-8

.0 F

T B

E L O

W L

W D

R E

Q U

E D D

R E

D G

U P S

T E

A M L

IT 26.0 FT BELOW L.W.D.

REQUIRED DREDGING

DOWNSTREAM LIMIT

27.5 FT BELOW L.W.D.

OPTION 1 DREDGING

UPSTREAM LIMIT

27.5 FT BELOW L.W.D.

OPTION 1 DREDGING

DOWNSTREAM LIMIT

27.0 FT BELOW L.W.D.

OPTION 2 DREDGING

UPSTREAM LIMIT

E R

EAST FLORIDA

STREET

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

R O

S S

A W

X K -1

-B -0

A W

-0

-2

A .W

A G

N E

F Y M

T E

N A

N C

E D

R E

D G

G M

W A

U K

E E H

A R

B O

R M

W A

U K

E E

C O

N S

W A

U K

E E 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

Detroit District of Engineers

US Army Corps

C O

E -1

-2

E R

D F

A L

-0

-2

E A

D Y T

O A

D V

E R

CN101

M W

F Y

C N

.d g n

B.M. X

RYPAN

200’0 100’

CHANNEL STATIONCS

BENCH MARK

HORIZONTAL GROUND CONTROL

TURNING POINT

SHORE LINE

RAILROAD TRACKS

FENCE

STRUCTURE

1" = 100’

B A

S E D

R E

D G

E P

L A

CHANNEL/DREDGE LIMITS

27.5 FT. CONTOUR

27.0 FT. CONTOUR

26.0 FT. CONTOUR

27.0 FT. BELOW L.W.D.

DREDGING OPTION 2 TO

27.5 FT. BELOW L.W.D.

DREDGING OPTION 1 TO

26.0 FT. BELOW L.W.D.

REQUIRED DREDGING TO

LEGEND

DREDGE PLAN

COORDINATE TABLE

DESCRIPTION

COORDINATES

NORTHING EASTING

CHANNEL PT.

STA.

DREDGE LIMIT

2528985.868379668.767

2529029.923380666.914

2528976.625380980.707

2529393.233380856.437

2529024.789380788.937

2529463.616380827.067

2529509.614380830.661

2529543.258380366.349

2531295.183380843.633

2530019.935380679.754

2529320.303380608.453

2529220.204380489.859

2529014.563380617.885

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

R O

S S

A W

X K -1

-B -0

A W

-0

-2

A .W

A G

N E

F Y M

T E

N A

N C

E D

R E

D G

G M

W A

U K

E E H

A R

B O

R M

W A

U K

E E

C O

N S

W A

U K

E E 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

Detroit District of Engineers

US Army Corps

C O

E -1

-2

E R

D F

A L

-0

-2

E A

D Y T

O A

D V

E R

34.2 33.8 33.7

33.6

33.5

32.4

32.3

32.1

31.9

31.8

31.7 31.7

31.7

31.6

31.5

31.4

31.3

31.3 31.3

31.3

31.2

31.1

31.0

31.0 31.0

31.0

31.0 31.0

30.9

30.9 30.9

30.9

30.8

30.8 30.8

30.8

30.8 30.8

30.8

30.7

30.7 30.7 30.7

30.7

30.7 30.7

30.7

30.6

30.6 30.6

30.6

30.5

30.5 30.5

30.5

30.4

30.4 30.4

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

30.2 30.2

30.2

30.2 30.2

30.2

30.1

30.1 30.1

30.1

30.1 30.1

30.1

30.1 30.1

30.1

30.0

30.0 30.0

30.0

30.0 30.0

30.0

30.0 29.9

29.9

29.9 29.9

29.9

29.8

29.8 29.8

29.8

29.8 29.8

29.8

29.8 29.8

29.8

29.7

29.7 29.7

29.7

29.7 29.7

29.7

29.6

29.6 29.6 29.6 29.6

29.6

29.6 29.6

29.6

29.5

29.5 29.5 29.5

29.5

29.5 29.5

29.5

29.4

29.4 29.4

29.4

29.4 29.4

29.4

29.4 29.4 29.4

29.4

29.4 29.4

29.4

29.3

29.3 29.3

29.3

29.3 29.3

29.3

29.2

29.2 29.2

29.2

29.2 29.2

29.2

29.1

29.1 29.1

29.1

29.0

29.0 29.0

29.0

29.0 29.0

29.0

29.0 29.0

29.0

29.0 29.0

29.0

28.9

28.9 28.9 28.9

28.9

28.9 28.9 28.9

28.9

28.9 28.9

28.9

28.8

28.8 28.8

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

28.6

28.6 28.6

28.6

28.6 28.6

28.6

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

28.3

28.3 28.3

28.3

28.3 28.3 28.3

28.3 28.3

28.3

28.2

28.2 28.2

28.2

28.2 28.2

28.2

28.1

28.1 28.1

28.1

28.1 28.1 28.1

28.1

28.0

28.0 28.0 28.0

28.0

28.0 28.0 28.0

28.0

28.0 28.0

28.0

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

27.7

27.7 27.7

27.7

27.6

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

27.3

27.3 27.3

27.3

27.3 27.3

27.3

27.3 27.3

27.2

27.1

27.1 27.1

27.1

27.1 27.1

27.1

27.1 27.1

27.1

27.0

26.9

26.9 26.9

26.9

26.8

26.8 26.8

26.8

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

26.3 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

26.1 26.1

26.1

26.1 26.1 26.1

26.1

26.0

25.9

25.8

25.8 25.8

25.7 25.7

25.7

25.7 25.7

25.7

25.6

25.6 25.6

25.6

25.5

25.4

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

25.0 25.0

25.0

24.9 24.9

24.9

24.9 24.9

24.9

24.8

24.8 24.8

24.8

24.7

24.7 24.7

24.7

24.6

24.6 24.6

24.6

24.5

24.5 24.5

24.5

24.4 24.4

24.4

24.4 24.4

24.4

24.3 24.3

24.3

24.3 24.3

24.3

24.2

24.2 24.2

24.2

24.1

24.1 24.1

24.0

23.9 23.9

23.9

23.9 23.9 23.9

23.9

23.8

23.7

23.6

23.6 23.6

23.6

23.5

23.5 23.5

23.5

23.4

23.3

23.3 23.3

23.3

23.3 23.3 23.3

23.2 23.2

23.2

23.2 23.1

23.1 23.1

23.1

23.0

22.9

22.8

22.7

22.7 22.7

22.6

22.6 22.6

22.6

22.5

22.5 22.4

22.4

22.4 22.4

22.4

22.3

22.3 22.3

22.2

22.1

22.0

21.9

21.8

21.8 21.8

21.8

21.7

21.6

21.5

21.4

21.3

21.2

21.2 21.1

21.1

21.0

21.0 21.0

20.9

20.8

20.7

20.6

20.5

20.4

20.3

20.3 20.3

20.2

20.1

20.0

19.9

19.8

19.7

19.6 19.6

19.6

19.6 19.6

19.5

19.4 19.4

19.4

19.3

19.2

19.1

19.0

18.9

18.8 18.8 18.8

18.8 18.8

18.7 18.7

18.7

18.7 18.7

18.6

18.5

18.4

18.4 18.4

18.4 18.3

18.2

18.1 18.1

18.1

18.0

18.0 18.0

18.0

17.9

17.8 17.8

17.7

17.6

17.5

17.4 17.3

17.3

17.2

17.1

17.1 17.1

17.1

17.0

17.0 17.0

16.9

16.8 16.8

16.8

16.8 16.8

16.7 16.6

16.6

16.5

16.5 16.5

16.4

16.3

16.3 16.3 16.3

16.1

16.0 16.0

16.0

15.7

15.5

15.0

14.8

14.7

14.6

13.8

10.4

ENTRANCE

CHANNEL

0+00 5+00 10+00

O B

S C

U R

E D B

Y H

H W

A Y

OBSCURED BY HIGHWAY

794 794

UNPAVED

15+00

Z=0.0000

Y=381000.0000

X=2531000.0000 89-18

18+00 20+00

Z=0.0000

Y=381000.0000

X=2532000.0000

25+00

WATER TREATMENT

W A

L L

WALL

77-10

UNPAVED

W A

T E

R T

R E

A T

M E

N T

WATER TREATMENTPONDS

SEWAGE

SEWAGE PONDS

UNDER BRIDGE

AREA OBSCURED

77-9

Z=0.0000

Y=380000.0000

X=2530000.0000

SEWAGE

PONDS

WALL

PAVED PARKING

WALLS

O/H PIPE

D C

M O

O R

G P

O S

T S

PARKING LOT

89-19

LIGHT TOWER

18100

77-7

77-8

.0 F

T B

E L O

W L

W D

R E

Q U

E D D

R E

D G

U P S

T E

A M L

IT 26.0 FT BELOW L.W.D.

REQUIRED DREDGING

DOWNSTREAM LIMIT

27.5 FT BELOW L.W.D.

OPTION 1 DREDGING

UPSTREAM LIMIT

27.5 FT BELOW L.W.D.

OPTION 1 DREDGING

DOWNSTREAM LIMIT

27.0 FT BELOW L.W.D.

OPTION 2 DREDGING

UPSTREAM LIMIT

27.0 FT BELOW L.W.D.

OPTION 2 DREDGING

DOWNSTREAM LIMIT

89-20

B.M. X

RYPAN

200’0 100’

CHANNEL STATIONCS

BENCH MARK

HORIZONTAL GROUND CONTROL

TURNING POINT

SHORE LINE

RAILROAD TRACKS

FENCE

STRUCTURE

1" = 100’

CHANNEL/DREDGE LIMITS

27.5 FT. CONTOUR

27.0 FT. CONTOUR

26.0 FT. CONTOUR

27.0 FT. BELOW L.W.D.

DREDGING OPTION 2 TO

27.5 FT. BELOW L.W.D.

DREDGING OPTION 1 TO

26.0 FT. BELOW L.W.D.

REQUIRED DREDGING TO

LEGEND

DREDGE PLAN

COORDINATE TABLE

STA. DESCRIPTION

COORDINATES

NORTHING EASTING

DREDGE LIMIT

CHANNEL PT.

2529443.425380346.474

2529393.233380856.437

2529024.789380788.937

2529463.616380827.067

2529509.614380830.661

2529543.258380366.349

2531284.395380969.290

2531305.970380717.975

2531449.700380719.468

2531269.519381142.584

2531481.313380560.756

2531295.183380843.633

2530019.935380679.754

2529320.303380608.453

2529220.204380489.859

2529014.563380617.885

CN102

M W

F Y

C N

.d g n

O P

N A

N D

D R

E D

G E P

ROAD

START OF REQUIRED

ACCESS GATE

PUMP ELECTRIC

CONDUIT FOR

UTILIZED AS

6" HDPE PIPE

L I

N C

M O

R I

8’ CHAINLINK FENCE

CS101

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

R O

S S

A W

X K -1

-B -0

A W

-0

-2

A .W

A G

N E

R E

Q U

E D D

M D

F R

O A

F Y M

T E

N A

N C

E D

R E

D G

G M

W A

U K

E E H

A R

B O

R M

W A

U K

E E

C O

N S

W A

U K

E E 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

Detroit District of Engineers

US Army Corps

C O

E -1

-2

E R

D F

A L

-0

-2

E A

D Y T

O A

D V

E R

LEVEL AT FATHER POINT, QUEBEC (I.G.L.D.1985).

(L.W.D.) FOR LAKE MICHIGAN, ELEVATION 577.5 FT. ABOVE MEAN WATER

2. ELEVATIONS AND CONTOURS ARE REFERRED TO LOW WATER DATUM

DATUM (NAD 83) U.S. SURVEY FOOT.

STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, 1983 NORTH AMERICAN

1. THE GRIDS SHOWN ARE BASED ON LAMBERT PROJECTION, WISCONSIN

NOTES

SPECIFICATION SETION 32 15 00.

WIDE ROAD TO THE LIMIT SHOWN AND IN ACCORDANCE WITH

4. GRADE, COMPACT, AND PLACE 6" OF 3/4" CRUSHED GRAVEL ON 12 FT

SURVEY.

BE CONSIDERED REPRESENTATIVE OF THE CONDITIONS AT THE TIME OF

JACKSON-MERKEY CONTRACTORS, INC. (JMC), AND SHOULD ONLY

3. AS-BUILT INFORMATION COLLECTED AND PROCESSED BY

THE EXISTING GRAVEL ROAD.

THE REMAINING 200 TONS IS PLACED IN 10 PILES ALONG

THE ENTRANCE GATE AT THE START OF THE ROAD AND

PROJECT. APPROXIMATELY 80 TONS IS LOCATED AT

ROAD IS STOCKPILED NEAR THE ROADWAY FOR USE IN

5. GOVERNMENT FURNISHED CRUSHED GRAVEL FOR THE

1" = 50’

100’0 50’

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

AND DRIVE

PARKING LOT

EX. ASHPHALT

E X

G R

A V E L

C C E S S

D R

G G

R A

A C C

S D

10+47.40

END OF REQUIRED ROAD

ROAD

START OF REQUIRED

ACCESS GATE

0 25 50 75 100 125 150-25-50-75-100-125-150

TYPICAL RAMP PROFILE

S T

A T I

O N

S T

A M P

OF THE RAMP.

PERIMETER DIKE AND MEET FINAL GRADE OF GRAVEL ROAD AT THE BOTTOM

11. ACCESS RAMP SHALL MEET EXISTING GRADE AT THE TOP OF THE DMDF

APPROXIMATELY 85 FEET.

PERIMETER SWALE. SEE SPECIFICATIONS SECTION 33 40 00. PIPE LENGTH IS

10. 12" DIA CMP PIPE SHALL BE INSTALLED TO MAINTAIN DRAINAGE IN

WIS DOT SEED MIX NUMBER 20.

AND DISTURBED SURFACES SHALL BE SEEDED WITH

9. ADD 3" OF TOP SOIL TO ALL DISTURBED AND NEW SURFACES. ALL NEW

00.

RAMP. STONE SHALL MEET REQUIREMENTS IN SPECIFICATION SETION 32 15

8. PLACE 6" OF 3/4" CRUSHED GRAVEL ON 12 FT WIDE RIDING SURFACE OF

MOISTURE REQUIREMENTS (ASTM D1557).

7. RAMP MATERIAL MUST MEET 95% MODIFIED PROCTOR COMPACTION AND

6. SOIL MUST BE PLACED IN LOOSE LIFTS NO GREATER THAN 12 INCHES.

5. RAMP GRADE SHALL NOT EXCEED 10%.

EXISTING DMDF DIKE.

THAN 1V;3H AND SHALL INTEGRATE INTO

4. SIDE SLOPES SHALL BE NO STEEPER

CONDITIONS AT THE TIME OF SURVEY.

BE CONSIDERED REPRESENTATIVE OF THE

JACKSON-MERKEY CONTRACTORS, INC. (JMC), AND SHOULD ONLY

3. AS-BUILT INFORMATION COLLECTED AND PROCESSED BY

LEVEL AT FATHER POINT, QUEBEC (I.G.L.D.1985).

(L.W.D.) FOR LAKE MICHIGAN, ELEVATION 576.8 FT. ABOVE MEAN WATER

2. ELEVATIONS AND CONTOURS ARE REFERRED TO LOW WATER DATUM

DATUM (NAD 83) U.S. SURVEY FOOT.

STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, 1983 NORTH AMERICAN

1. THE GRIDS SHOWN ARE BASED ON LAMBERT PROJECTION, WISCONSINM

NOTES

N C

M O

R I

. N

S T

A T I

O N

A M P

CS102

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

R O

S S

A W

X K -1

-B -0

A W

-0

-2

A .W

A G

N E

R E

Q U

E D D

M D

F R

A M

F Y M

T E

N A

N C

E D

R E

D G

G M

W A

U K

E E H

A R

B O

R M

W A

U K

E E

C O

N S

W A

U K

E E 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

Detroit District of Engineers

US Army Corps

C O

E -1

-2

E R

D F

A L

-0

-2

E A

D Y T

O A

D V

E R

0 25 50 75-25-50-75

0+80

0 25 50 75-25-50-75

0+00

0+40

0 25 50 75-25-50-75

0+60

RAMP CROSS SECTIONS

REQUIRED DMDF RAMP

SCALE AS SHOWN

1" = 50’

100’0 50’

0 25 50 75-25-50-75

0+20

G G

R A

A C C

S D

0+00

START OF ROAD

12" DIA CMP

INSTALL NEW

15 13

100 18

125127

303305

318 316

339 337

RR101

M W

F Y

R R

.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

R O

S S

A W

X K -1

-B -0

A W

-0

-2

A .W

A G

N E

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 M

W A

U K

E E H

A R

B O

R M

W A

U K

E E

C O

N S

W A

U K

E E C

O U

N T

N 375,000

N 374,500

N 374,000

N 373,500

N 372,500

N 373,000

N C

M O

R I

MICHIGAN

LAKE

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

0100 100 200

40050

PLACEMENT AREA

MICHIGAN

LAKE

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

Detroit District of Engineers

US Army Corps

C O

E -1

-2

E R

D F

A L

-0

-2

E A

D Y T

O A

D V

E R

PROJECT

LOCATION

MICHIGAN

SAGINAW

DETROIT

OIN

T E R

NATIO

NAL

UNDARY

CLEVELAND

OHIOINDIANA

FORT WAYNE

ILLINOIS

DAVENPORT

IOWA

CHICAGO

MILWAUKEE

GREEN BAY

WISCONSIN

DULUTH

MINNESOTA

INTERNATIO

NAL

UNDARY

MICHIGAN

CANADA

SOO

LOCATION MAP SCALE OF MILES

0 25 50 75 100

US ARMY CORPS

OF ENGINEERS

DETROIT DISTRICT

MICHIGAN

LAKE

LAKE HURON

LAKE SUPERIOR

GEORGIAN

BAY

LAKE

LOCATION OF DREDGING

RAMP

LOCATION OF PROPOSED

OFFLOAD AREA

MILWAUKEE HARBOR

CITY OF MILWAUKEE

NOT TO SCALE

LEGEND

PLACEMENT AREA LIMITS

SHORE LINE

RAILROAD TRACKS

FENCE

MAJOR CONTOUR LINE

BERM.

ARE APPROXIMATELY 5-6 FEET BELOW THE TOP OF THE DMDF PERIMETER

IS NOT AVAILABLE. INTERIOR ELEVATIONS WITHIN THE PLACEMENT AREA

DMDF. A RECENT TOPOGRAPHIC SURVEY OF THE INTERIOR OF THE DMDF

6. CONTRACTOR SHALL FIELD VERIFY DISPOSAL CONDITIONS WITHIN THE

SOUTH ZONE, 1983 NORTH AMERICAN DATUM.

PROJECTION, WISCONSIN SYSTEM OF STATE PLANE COORDINATES,

THE GRID COORDINATE SYSTEMS SHOWN IS BASED ON THE LAMBERT5.

HORIZONTAL AND VERTICAL CONTROL.

KEWAUNEE SUB OFFICE WILL PROVIDE INFORMATION REGARDING4.

ABOVE MEAN WATER LEVEL AT RIMOUSKI, QUEBEC, (I.G.L.D. 1985).

WATER DATUM (L.W.D.) FOR LAKE MICHIGAN ELEVATION 577.5 FT.

ALL DEPTHS, CONTOURS AND ELEVATIONS ARE REFERRED TO LOW3.

AUGUST 10, 2012.

TERRAIN MODEL GENERATED BY SUMMIT SURVEYING, INC ON

CONTRACTORS, INC. (JMC). BASE TOPOGRAPHIC SURVEY AND DIGITAL

AS-BUILT INFORMATION COLLECTED AND PROCESSED BY JACKSON-MERKEY 2.

GENERAL CONDITIONS EXISTING AT THAT TIME.

DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE

RESULTS OF AN AS BUILT SURVEY MADE ON THE

THE INFORMATION DEPICTED ON THIS DRAWING REPRESENTS THE 1.

NOTES

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