DRAWING-PLANS.pdf

SOUTH BREAKWATER PROJECT LOCATION

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LAKE MICHIGAN

SHEBOYGAN RIVER

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

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G-001

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

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IN

SHEBOYGAN HARBOR

02 JULY 2019

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.

TIMOTHY C. SMITH P.E., CHIEF GEOTECHNICAL & STRUCTURES BRANCH

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W911XK19B0015

CERTIFIED FINAL - READY TO ADVERTISE

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SOUTH BREAKWATER REPAIR

SHEBOYGAN, WI

SHEBOYGAN COUNTY

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WAUSAU

SHEBOYGAN

HARBOR

EAU CLAIR

MINN.

IOWA

WISCONSIN

MADISON

MILWAUKEE

ILLINOIS

INDIANA

ST. JOSEPH

TOLEDO

OHIO

LAKEER

IE

DETROIT

LEXINGTON

SAGINAW

SANILAC

BAY PORT

LAKE H

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BAY CITY

MICHIGAN

MANISTEE

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MICHIGAN

MARIE

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CANADA

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AREA MAP

LOCATION MAP

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DETROIT DISTRICT

TIMOTHY C. SMITH /S/

SHEETAL R. MALHOTRA /S/ ACTING FOR

TIMOTHY C. SMITH /S/ ACTING FOR

MARIE STRUM /S/

GRID SPACE DETAIL IS LOCATED

SHEET ID, DETAIL IS ON

DETAIL CALL OUT

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

GRID SPACE SECTION IS LOCATED

SHEET ID, SECTION IS ON SECTION CALL OUT

DIRECTION OF SECTION CUT

PIER END

PIER START

IS BEING CALLED FROM

SHEET ID THE DETAIL OR SECTION

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CONCRETE

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MAXIMUM

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JOINT

LAKES DATUM (1955)

INTERNATIONAL GREAT

INSIDE DIAMETER

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MONUMENT

MISCELLANEOUS

ABBREVIATIONS

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HORIZONTAL CONTROL: NAD83 WISCONSIN STATE PLANES, SOUTH ZONE, US 3.

L.W.D. = 576.80 = 0.0

ELEVATIONS AND L.W.D. REFERENCES I.G.L.D. 1955 WATER DATUM, WHERE 2.

FEET ABOVE MEAN WATER LEVEL AT FATHER POINT, QUEBEC. I.G.L.D. 1955

SOUNDINGS ARE IN FEET AND ARE REFERRED TO LOW WATER DATUM, 576.8 1.

GENERAL SURVEY NOTES

C/C CENTER TO CENTER

FLOW

Y: 645735.08 X: 2577555.50

STA 0+00 CONTROL POINT

Y: 645687.26 X: 2576020.20

STA 15+36.25 CONTROL POINT

CHANNEL SIDE

LAKE SIDE

A1

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N

Y: 645563.40 X: 2575004.22

& BENCH MARK 85-6

STA 24+92.1 CONTROL POINT Y: 645605.88

X: 2576237.39

BENCH MARK 76-D

STA 12+57.93 CONTROL POINT &

Y: 645732.68 X: 2577493.76

BENCH MARK 75-1

STATION CONTROL POINT ALIGNMENT & BENCH MARKS

GENERAL NOTES

PROPOSED LOAD INCLUDED.

ANALYSIS SIGNED BY A LICENSED ENGINEER OF THE STRUCTURE WITH THE

PEDESTRIAN LOADING, THE CONTRACTOR SHALL SUBMIT A STRUCTURAL

THE CONTRACTOR REQUIRES AN EQUIPMENT LOAD GREATER THAN

A CONSTRUCTION SURCHARGE LOAD WAS NOT INCLUDED IN THIS DESIGN. IF 5.

OPTION 3: STA. 12+53 TO STA. 13+53

OPTION 2: STA. 10+50 TO STA. STA. 12+53

OPTION 1: STA. 8+50 TO STA. 10+50

BASE CONTRACT: STA.1+02 TO STA. 8+504.

CLOSURES ARE CONSTRUCTED.

THE CONTRACTOR SHALL ENSURE THE PROJECT SITE IS SECURE AND SSP

WORK WILL BE HALTED FOR A PERIOD OF (30) CALENDAR DAYS OR MORE,

AT THE END OF EACH CONSTRUCTION SEASON, WINTER SHUT DOWN OR IF 3.

ALL ITEMS SHOWN ARE EXISTING UNLESS OTHERWISE NOTED AS REQ'D.2.

PIERS.

STEEL SHEET PILE WALLS AND REINFORCED CONCRETE CAPS ON THE

TO, REMOVAL OF EXISTING CONCRETE AND STONE AND CONSTRUCTION OF

THE SCOPE OF WORK FOR THIS PROJECT CONSISTS OF, BUT IS NOT LIMITED 1.

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-4.0

-3.6

-3.1

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-3.0

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-3.9

-5.1

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-4.8

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-4.7 -6.0

-5.6

-5.4

-5.4

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-5.6

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-5.7

-6.3

-6.1

-6.1

-5.9

-5.8

-6.1

-7.0

-7.0

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-6.7

-6.7

-6.9

-7.0

-7.5

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-6.8

-8.9

-8.2

-8.0

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-8.5

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-8.2

-8.3

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-8.2

-8.2

-7.5

-5.8

-2.2

0.8

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-7.8

-7.7

-7.7

-7.7

-7.8

-7.7

-5.3

-1.7

-1.1

-7.1

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-7.1

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-6.5

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-6.1

-6.1

-6.1

-6.2

-5.2

-1.1

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-5.6

-5.7

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-5.8

-5.5

-5.1

-0.8

-5.1

-5.0

-5.1

-5.2

-5.4

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-1.7

2.0

-4.1

-4.4

-4.6

-4.8

-4.8

-4.0

-3.8

-3.8

0.8

-4.1

-4.2

-4.1

-4.3

-4.0

-3.5

-3.6

-3.8

-1.2

1.5

6.58

6.52

6.52

6.57

6.39

6.35

6.50

6.52

6.52

6.55 6.55

6.52 6.53

6.25

6.13

6.25

-4.5

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SECTION I SECTION J SECTION K

SECTION K SECTION L SECTION L SECTION M

EXISTING PLAN VIEW: SECTIONS I, J, K, L & M

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CONCRETE

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EVERYTHING IS EXISTING UNLESS NOTED OTHERWISE.1.

GENERAL SHEET NOTES V-101 TO V-104

V-301

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U .S

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M Y C

O R

P S O

F E

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IN

E E

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S

A AF

E

Y

Y

T

P S

C O

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S

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I n c r e a o f i t

S u b m

C P

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V a l g i n e e r i

-8.8

-8.9

-9.1

-9.1

-6.6

-9.2

-9.2

-6.7

-8.6

-9.8

-9.6

-9.7

-10.0

-10.2

-5.2

-9.6

-11.0

-10.7

-10.5

-10.3

-10.3

-10.0

-10.0

-11.8

-11.5

-11.2

-10.9

-10.8

-10.9

-10.5

-7.5

-5.2 -6.1

-8.3

-12.1

-11.7

-11.4

-11.1

-10.9

-11.1

-10.5

-5.8

-7.8

-12.5

-12.0

-11.5

-11.3

-11.2

-11.4

-11.1

-6.0

-8.4

-13.0

-12.6

-12.0

-11.8

-11.6

-11.9

-11.2

-6.1

-8.1

-13.5

-13.0

-12.6

-12.2

-12.1

-12.2

-10.3

-6.7

-9.1

-13.7

-13.4

-12.8

-12.5

-12.3

-12.5

-12.4

-11.6

-11.3

-11.0

-10.7

-10.5

-7.2

-7.8

-1.5

-0.3

-10.1

-10.0

-9.9

-9.9

-9.8

-5.5

-4.1

-1.4

1.0

-8.9

-8.7

-8.8

-8.8

-9.2

-8.4

-6.8

-2.4

-0.6

-9.1

-8.6

-8.6

-8.8

-8.7

-8.8

-6.5

-3.2

-0.5

-8.9

-8.8

-8.8

-8.9

-8.7

-8.8

-6.8

-4.6

-1.9

-9.1

-8.7

-8.6

-8.8

-8.6

-7.9

-8.5

-4.2

-1.4

-8.2

-8.2

-8.3

-8.4

-8.5

-8.4

-8.5

-3.7

0.1

-8.6

-8.7

-8.8

-8.8

-8.7

-8.6

-3.4

-3.5

0.9

-8.8

-8.6

-8.4

-8.5

-8.5

-8.4

-3.0

-1.8

1.0

6.35

6.35

6.34

6.24

6.31

6.33

6.10

6.22

6.02

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:29:11 PM 7/2/2019

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P H

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IN

E V -1

S

T A

A1

SCALE: 1" = 20' 20' 40'0

N

M A

T C

H L

IN

E V -1

S

T A

FLOW

S H

E B

O Y

G A

N H

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B O

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V-100

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SECTION M

EXISTING PLAN VIEW: SECTION M

S T

A

S T

A

S T

A

S T

A

CONCRETE

CONCRETE

M

V-301

E5

E5

ALIGNMENT LINE

PIER STRUCTURE

PIER STRUCTURE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

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IN

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S

A AF

E

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C O

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I n c r e a o f i t

S u b m

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-6.0

-8.2

-14.0

-13.7

-13.2

-12.8

-12.6

-12.6

-11.5

-6.9

-9.1

-14.5

-13.9

-13.5

-13.2

-13.3

-13.0

-11.7

1.0

-9.4

-15.6

-15.0

-14.4

-14.1

-14.0

-14.5

-12.5

2.1

-16.7

-16.0

-15.5

-15.3

-15.2

-15.1

-13.5

-10.6

-19.0

-18.6

-18.1

-17.6

-17.1

-16.8

-16.7

-15.8

-13.8

-8.2

2.6

-20.6

-20.2

-19.8

-19.4

-18.9

-18.5

-18.3

-16.9

-13.4

-10.6

2.6

-21.6

-21.2

-20.9

-20.5

-20.3

-20.2

-19.9

-17.0

-12.1

-9.0

2.6

-22.1

-21.7

-21.4

-21.2

-20.9

-21.2

-19.9

-14.8

-11.6

-9.2

2.6

-22.6

-22.4

-22.1

-22.0

-21.9

-21.8

-20.3

-15.9

-11.0

-8.3

2.6

-15.9

-15.7

-15.8

-15.6

-15.5

-15.1

-13.9

-9.0

-2.9

0.1

-14.6

-14.4

-14.2

-14.2

-14.1

-14.2

-12.1

-5.9

-3.8

0.0

2.2

-13.9

-13.8

-13.6

-13.4

-13.4

-13.4

-12.5

-7.6

-5.0

-3.6

-3.5

-14.0

-13.7

-13.5

-13.3

-13.2

-13.1

-12.0

-10.7

-4.5

-1.8

1.3

-14.0

-13.7

-13.6

-13.2

-13.0

-12.8

-12.7

-9.6

-3.4

-1.0

-1.8

-13.3

-13.4

-13.0

-12.7

-12.5

-12.4

-12.1

-9.3

-4.7

-0.8

0.3

-12.1

-11.9

-11.9

-11.7

-11.6

-6.6

-4.8

-3.1

-0.5

-11.8

-12.2

-11.9

-11.6

-11.3

-11.3

-8.8

-2.2

-0.1

-11.1

-10.8

-10.6

-10.5

-10.5

-10.6

-8.6

-2.9

0.5

6.47

6.51

6.33

6.36

6.23

6.09

6.06

6.20

6.39

6.11 6.55

6.50

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:29:14 PM 7/2/2019

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M I

M

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H

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A N A

V E

P H

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M

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S O

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A

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G A

N

W I

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E B

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G A

N C

O U

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A1

SCALE: 1" = 20' 20' 40'0

N

M A

T C

H L

IN

E V -1

S

T A

M A

T C

H L

IN

E V -1

S

T A

FLOW

S H

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O Y

G A

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B O

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M E

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V-100

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SECTION N

SECTION M

EXISTING PLAN VIEW: SECTION M & N

S T

A

S T

A

S T

A

S T

A

CONCRETE

CONCRETE

M N

V-301

E5 V-301

B5

V-301

E5

B5

GREEN ENTRY LIGHT

BENCH MARK 75-1

ALIGNMENT LINE

PIER STRUCTURE

PIER STRUCTURE

RAMP WITH GUARDRAIL

SSP PIER STRUCTURE

SSP PIER STRUCTURE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

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T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

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K E

D B

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D R

A W

N B

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A T

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C

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US Army Corps

U .S

A R

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S

A AF

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T

P S

C O

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S u b m

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-23.1

-22.9

-22.8

-22.7

-22.9

-22.1

-18.7

-15.6

-11.5

-8.5

2.7

-23.5

-23.4

-23.3

-23.4

-23.3

-23.3

-23.4

-22.1

-16.3

-12.4

-8.0

-23.5

-23.6

-23.6

-23.5

-23.5

-23.6

-23.4

-19.2

-17.8

-12.3

-9.2

-23.6

-23.5

-23.6

-23.5

-23.5

-23.7

-22.1

-18.1

-14.4

-10.1

-7.6

-23.6

-23.5

-23.6

-23.8

-23.6

-23.4

-21.4

-18.7

-13.8

-10.6

-8.0

-22.8

-22.6

-22.3

-22.0

-22.4

-22.5

-20.8

-17.2

-13.5

-11.4

-8.2

-20.6

-20.6

-20.6

-20.7

-20.5

-20.8

-20.9

-16.9 -1 .4

-1 .4

-1 .3

-1 .2

-1 .9

-1 .9

-1 .6

-6 .8

-1 .7

-1 .8

-1 .6

-1 .3

-1 .1

-1 .0

-1 .4

-1 .7

-1 .4

-1 .3

-1 .0

-6 .5

-1 .0

-1 .6

-1 .5

-1 .4

-1 .3

-1 .0

-1 .9

-1 .7

-1 5.

-1 5.

-1 5.

-1 5.

-1 5.

-1 3.

-1 2.

-16.4

-16.4

-16.2

-15.9

-13.8

-13.1

-13.5

-10.7

-8.5

-8.0

-7.0

-15.6

-15.6

-15.5

-15.5

-14.9

-11.4

-10.4

-6.8

-6.0

-6.7

-13.9

-16.2

-16.1

-16.0

-16.0

-13.9

-14.1

-12.4

-8.1

-6.6

-6.9

-8.0

-17.1

-17.0

-16.8

-16.5

-16.6

-16.4

-13.2

-5.4

-4.2

-0.9

-0.9

-1.7

-17.4

-17.4

-17.1

-16.9

-16.6

-15.4

-11.6

-9.5

-4.7

-2.1

0.7

-16.7

-16.9

-16.9

-16.5

-16.4

-16.1

-11.9

-9.1

-5.4

-1.6

0.3

6.49

6.48

6.24

6.25

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:29:18 PM 7/2/2019

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SCALE: 1" = 20' 20' 40'0

N

M A

T C

H L

IN

E V -1

S

T A

FLOW

S H

E B

O Y

G A

N H

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B O

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V-100

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S T

A

S T

A

S T

A

SECTION N

S T

A

EXISTING PLAN VIEW: SECTION N

CONCRETE

N

V-301

B5

B5

1'-0"2'-0"14'-0"2'-0"1'-0"

20'-0"

CONCRETE CAP BLOCK

HEAVILY SCOURED

UNEVEN SETTLEMENT,

CONCRETE FOOT BLOCKS

CHANNEL BOTTOM

EXISTING GRANULAR

WOOD PILES (TYP)

4'-6"6'-0"

24'-0"

CONCRETE CAP BLOCK

HEAVILY SCOURED

UNEVEN SETTLEMENT,

CONCRETE FOOT BLOCKS

THE WATERLINE

STRUCTURE SCOURED AT

TIMBER CRIB SUPPORT

CHANNEL BOTTOM

EXISTING GRANULAR

WOOD PILES (TYP)

STONE

APPROX 6" DIA BALLAST

APPROX 6" DIA BALLAST STONE

SCOURED AT THE WATERLINE

TIMBER CRIB HEAVILY

CONCRETE OVERCAST CRACKED AND SPALLED

APPROX 6" THICK NON-STRUCTURAL

THE WATERLINE

STRUCTURE SCOURED AT

TIMBER CRIB SUPPORT

GRANULAR BOTTOM

VARIES -4.7 TO -6.0

CONCRETE CAP BLOCK

HEAVILY SCOURED

UNEVEN SETTLEMENT,

CONCRETE FOOTBLOCKS

STONE (TYP)

200 - 2000 LB SCOUR

1'

22'-0"9'-0"

2'16'-0"

CRACKED AND SPALLED

CONCRETE OVERCAST

NON-STRUCTURAL

APPROX 6" THICK

1'-0" 2'-0" 2'-0" 1'-0"

17'-0"

11'-0"

14'-0"

CRACKED AND SPALLED

CONCRETE OVERCAST

NON-STRUCTURAL

APPROX 6" THICK

MISSING OR BROKEN

3'-0" O/C, SEVERAL ARE

WOODEN SOLDIER PILES

WITH SOME HOLES

WALL), HEAVILY SCOURED

WOOD PLANK (WAKEFIELD

APPROX BOTTOM PROFILE

PROFILE

BOTTOM

APPROX

TYP EACH SIDE

CAP CAST IN TWO PIECES -

REINFORCED CONCRETE

BALLAST STONE

APPROX 6" DIA

4'-6"

CONCRETE AS NEEDED

REQ'D PARTIAL REMOVAL OF EXISTING

CONCRETE AS NEEDED

REQ'D PARTIAL REMOVAL OF EXISTING

200LB TO 10 TON STONE

REPLACE ARMOR STONE, APPROX

TEMPORARILY REMOVE AND

APPROX 200LB TO 10 TON STONE

REPLACE ARMOR STONE,

TEMPORARILY REMOVE AND

S O

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C

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F

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2 3 4 5 6 7 8 9 10

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®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

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A AF

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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:42:27 AM 7/3/2019

...\Active Projects\OM-Sheboygan, MI (153579) - South Breakwater Repair\3 - CADD\CAD_BIM\_Sheets\

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A M

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D E

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M I

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H

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A N A

V E

P H

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APPROX -26.0 TO -32.0

APPROX -16.0

VARIES +6.5 TO +7.0

LAKE SIDECHANNEL SIDE

(I.G.L.D. 1955 = 576.8')

L.W.D. = 0.0

-11.0

0 8'4' 16'E5

SCALE: 1/8" = 1'

THE DIFFERENCE BETWEEN SECTION "L" & "M" IS THE RECTANGULAR SIZE OF THE FOOT BLOCKS1.

NOTE:

VARIES +6.5 TO +7.0

LAKE SIDECHANNEL SIDE

(I.G.L.D. 1955 = 576.8')

L.W.D. = 0.0

-11.0

APPROX -26.0 TO -32.0

APPROX -16.0

B5

SCALE: 1/8" = 1' 0 8'4' 16'

S H

E B

O Y

G A

N H

A R

B O

R B

M E

L B

Y

H

C A

L A

P P I

D E

T R

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D

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T R

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V-104

V-103

A1 A1

V-103

V-102

V-101

A1 A1 A1

TYPICAL SECTIONS L & M

TYPICAL SECTION N

ALL ITEMS SHOWN ARE EXISTING1.

GENERAL SHEET NOTES

ELEVATION UNKNOWN

VARIES +6.5 TO +7.0

CHANNEL SIDE

LAKE SIDE

(I.G.L.D. 1955 = 576.8')

L.W.D. = 0.0

-6.0

B1

SCALE: 1/8" = 1' 0 8'4' 16'V-101

A1 TYPICAL SECTION J

(I.G.L.D. 1955 = 576.8')

L.W.D. = 0.0

CHANNEL SIDE

LAKE SIDE

APPROX -25.0 TO -32.0

TO -25.0

APPROX -20.0

VARIES -5.0 TO -12+0

VARIES +7.1 TO +6.9

VARIES +1.7 TO -3.8

E1

SCALE: 1/8" = 1'

TYPICAL SECTIONS I & K

0 8'4' 16'

DIMENSIONS ARE THE SAME. SECTION K ALSO DOES NOT HAVE A WOOD PLANK WALL.

WIDE WITH SUPPORT PILING CLOSELY SPACED AND 19 FT BETWEEN EACH ROW. ALL OTHER

ALL DIMENSIONS SHOWN ARE REPRESENTATIVE OF SECTION I. SECTION K IS A TOTAL OF 22 FT1.

NOTE:

V-101

A1

I, J

K L M

PARKING LOT

O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

75-3

85-2

85-4

85-3

ILLINOIS AVENUE

FISHERMANS ROW

S O

U

IV

E

N O

R

R

E E

T

N O

R

R

E E

T

N O

R

R

E E

T

ENTRY LIGHT

85-6

75-15

HORN

A N

T E

N N

A

RIPRAP

75-16

RED ENTRY

GREEN

LIGHT

ENTRY LIGHT

PARK

B R

O U

G H

T O

N D

R

IV

E

NEW YORK AVENUE

AVENUE

PENNSYLVANIA

AVENUECENTER

SOUTH

PIER

DRIVE

B L

U E H

A R

B O

R D

R

IV

E

E

VI

R D

T N

O R

F R

EVIR

LA

K E V

IE

W D

R

IV

E

LAKE MICHIGAN

SHEBOYGAN RIVER

f l

G s

SECTION I

S T

A . 1

5 SEC J

S T

A . 1

SECTION K

S T

A . 1

SECTION L

S T

A . 1

SECTION M

S T

A . 6

SECTION N

S T

A . 1

S T

A . 2

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:29:26 PM 7/2/2019

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

S-100

J

U L

Y

D E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

P H

IL

R

O S

S

M

D E

S J

A R

D

IN

S W

X K

B

S V -S B

W R

S -1

.d g n

CERTIFIED FINAL - READY TO ADVERTISE

S O

U T

H B

R E

A K

W A

T E

R R

E P

A

IR

S H

E B

O Y

G A

N

W I

S H

E B

O Y

G A

N C

O U

N T

Y

O V

E R

A L L R

E Q

U

IR

E D S

IT

E P

L A

N

FLOW

SHEBOYGAN RIVER

LAKE MICHIGAN

LAKE MICHIGAN

S H

E B

O Y

G A

N H

A R

B O

R B

M E

L B

Y

T S

M

IT

H D

E T

R O

IT

D

IS

T R

IC

T

A1

SCALE: 1" = 200'

N

400'0 200'

OVERALL REQUIRED PLAN VIEW

S O

U T

H P

JOINTS SHALL BE PLACED AT MID SPAN BETWEEN EXPANSION JOINTS.

CONCRETE EXPANSION JOINTS REQUIRED TO BE SPACED 30' C/C. CONTROL 1.

GENERAL NOTES SHEETS S-100 TO S-103

SOUR STONE FILL

S-103

A1

S-102

E1

S-101

A1

S-101

E1 S-102

A1

S-103

E1

REQ'D CONCRETE CAP

EXIST STRUCTURE BELOW (TYP)

REQ'D TIE RODS 12' C/C (TYP)

REQ'D SSP (TYP)

REQ'D LADDER EVERY 200 LF

EXISTING CONCRETE

REQ'D SSP (TYP)

REQ'D TIE RODS 12' C/C (TYP)

REQ'D CONCRETE CAP

EXIST STRUCTURE BELOW (TYP)

NEW AND EXISTING CONCRETE

REQ'D EXPANSION JOINT BETWEEN

EVERY 200 LF (TYP)

REQ'D LADDER REQ'D TIE ROD AT THIS LOCATION

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

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O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

S-101

J

U L

Y

D E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

P H

IL

R

O S

S

M

D E

S J

A R

D

Q U

IR

E D S

IT

E P

L A

N

W

X K

B

S O

U T

H P

IE

R S

E C

T

IO

N S

S V -S B

W R

S -1

.d g n

CERTIFIED FINAL - READY TO ADVERTISE

S O

U T

H B

R E

A K

W A

T E

R R

E P

A

IR

S H

E B

O Y

G A

N

W I

S H

E B

O Y

G A

N C

O U

N T

Y

M A

T C

H L

IN

E S -1

S

T A

A1

SCALE: 1" = 10' 10' 20'0

N

S-100

A1

M A

T C

H L

IN

E S -1

S

T A

M A

T C

H L

IN

E S -1

S

T A

10' 20'0

N

SCALE: 1" = 10'

E1S-100

A1

S H

E B

O Y

G A

N H

A R

B O

R B

M E

L B

Y

T S

M

IT

H D

E T

R O

IT

D

IS

T R

IC

T

S T

A

S T

A

S T

A

SECTION K SECTION L

S T

A

SECTION L SECTION M

S T

A

S T

A

S T

A

S T

A

S T

A

SECTION M

LIMITS OF REQ'D WORK

REQ'D PLAN VIEW: SECTION M

REQ'D PLAN VIEW: SECTION L AND M

L M

S T

A

OPTION 3

S T

A

OPTION 3 OPTION 2

S T

A

OPTION 2 OPTION 1

S-501

D1

S-501

A1

S-301

E5

S-301

E5

S-301

E5

S-301

E5

S-503

A4

REQ'D SSP (TYP)

REQ'D TIE RODS 12' C/C (TYP)

REQ'D LADDER EVERY 200 LF

EXIST STRUCTURE BELOW (TYP)

REQ'D CONCRETE CAP

REQ'D SSP (TYP)

REQ'D TIE RODS 12' C/C (TYP)

REQ'D LADDER EVERY 200 LF

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:29:36 PM 7/2/2019

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

S-102

J

U L

Y

D E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

P H

IL

R

O S

S

M

D E

S J

A R

D

Q U

IR

E D S

IT

E P

L A

N

W

X K

B

S O

U T

H P

IE

R S

E C

T

IO

N S

S V -S B

W R

S -1

.d g n

CERTIFIED FINAL - READY TO ADVERTISE

S O

U T

H B

R E

A K

W A

T E

R R

E P

A

IR

S H

E B

O Y

G A

N

W I

S H

E B

O Y

G A

N C

O U

N T

Y

A1

SCALE: 1" = 10' 10' 20'0

N

S-100

A1

M A

T C

H L

IN

E S -1

S

T A

10' 20'0

N

SCALE: 1" = 10'

E1S-100

A1

M A

T C

H L

IN

E S -1

S

T A

M A

T C

H L

IN

E S -1

S

T A

M A

T C

H L

IN

E S -1

S

T A

S H

E B

O Y

G A

N H

A R

B O

R B

M E

L B

Y

T S

M

IT

H D

E T

R O

IT

D

IS

T R

IC

T

S T

A

S T

A

S T

A

S T

A

SECTION M

S T

A

S T

A

S T

A

S T

A

SECTION M

SECTION M SECTION N

REQ'D PLAN VIEW: SECTION M

REQ'D PLAN VIEW: SECTION M & N

M N

S T

A

BASEOPTION 1

REQ'D SSP (TYP)

REQ'D TIE RODS 12' C/C (TYP)

REQ'D LADDER EVERY 200 LF

EXIST STRUCTURE BELOW (TYP)

REQ'D CONCRETE CAP

REQ'D SSP (TYP)

REQ'D TIE RODS 12' C/C (TYP)

REQ'D LADDER EVERY 200 LF

EXISTING PLZ25 SSP WALL

EXISTING PLZ25 SSP WALL

EXISTING CLOSURE WALL

RAIL ON EACH SIDE

EXISTING RAMP W/ STEEL GUARD

EXISTING GREEN ENTRY LIGHT

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:29:41 PM 7/2/2019

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

S-103

J

U L

Y

D E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

P H

IL

R

O S

S

M

D E

S J

A R

D

Q U

IR

E D S

IT

E P

L A

N

W

X K

B

S O

U T

H P

IE

R S

E C

T

IO

N

S V -S B

W R

S -1

.d g n

CERTIFIED FINAL - READY TO ADVERTISE

S O

U T

H B

R E

A K

W A

T E

R R

E P

A

IR

S H

E B

O Y

G A

N

W I

S H

E B

O Y

G A

N C

O U

N T

Y

A1

SCALE: 1" = 10' 10' 20'0

N

S-100

A1

10' 20'0

N

SCALE: 1" = 10'

E1S-100

A1

M A

T C

H L

IN

E S -1

S

T A

M A

T C

H L

IN

E S -1

S

T A

M A

T C

H L

IN

E S -1

S

T A

LIMITS OF REQ'D WORK

S H

E B

O Y

G A

N H

A R

B O

R B

M E

L B

Y

T S

M

IT

H D

E T

R O

IT

D

IS

T R

IC

T

S T

A

S T

A

SECTION N

S T

A

S T

A

S T

A

S T

A

S T

A

SECTION N

S T

A

SECTION N

REQ'D PLAN VIEW: SECTION N

REQ'D PLAN VIEW: SECTION N & NOSE PIER

N

BASE

S T

A

S-301

B5

S-301

B5

S-301

B1

S-301

B1 S-501

A6

S-501

E6

6'-0" +/-4'-0" +/-

FOR NEW CAP & TIE RODS

EXISTING CONCRETE CAP

REQ'D PARTIAL REMOVAL OF

CONCRETE CAP

REQ'D 12" THICK REINFORCED

EXIST STRUCTURE

TYPICAL EACH SIDE OF THE

REQ'D 1" - 3" DIA FILL STONE

EACH SIDE OF STRUCTURE

REQ'D Z SHAPE SSP TYPICAL

EXIST STRUCTURE

TYPICAL EACH SIDE OF THE

REQ'D 1" - 3" DIA FILL STONE

EACH SIDE OF STRUCTURE

REQ'D Z SHAPE SSP TYPICAL

3'-0" +/-3'-0" +/-

30'-0" +/-

CONCRETE CAP

REQ'D 12" THICK REINFORCED

FOR NEW CAP & TIE RODS

EXISTING CONCRETE CAP

REQ'D PARTIAL REMOVAL OF

ROD

REQ'D (2) MC10 WALE & TIE

ROD

REQ'D (2) MC10 WALE & TIE

30'-0" +/-

EACH SIDE OF STRUCTURE

REQ'D Z SHAPE SSP TYPICAL

3'-0" +/- 3'-0" +/-

ROD

REQ'D (2) MC10 WALE & TIE

EXIST STRUCTURE

TYPICAL EACH SIDE OF THE

REQ'D 1" - 3" DIA FILL STONE

CHANNEL BOTTOM

EXISTING GRANULAR

CONCRETE CAP

REQ'D 12" THICK REINFORCED

CONCRETE CAP

REQ'D 12" THICK REINFORCED

"6'-0"

NEW CAP & TIE RODS (TYP)

EXISTING CONCRETE CAP FOR

REQ'D PARTIAL REMOVAL OF

EXISTING RAMP TO REMAIN

REQ'D FILL STONE IN CENTER

30'-0" +/-

REQ'D IMPERVIOUS SHEETING

REQ'D IMPERVIOUS SHEETINGREQ'D IMPERVIOUS SHEETING

REQ'D IMPERVIOUS SHEETING

CHANNEL BOTTOM

EXISTING GRANULAR

CHANNEL BOTTOM

EXISTING GRANULAR

ORIGINAL CHANNEL BOTTOM

RESISTANCE IS MET.

STONE. CHARGE UNTIL

TO PLACEMENT OF BALANCE OF

INTO CHANNEL BOTTOM PRIOR

CHARGE INITIAL LIFT OF STONE

(SHOWN FOR INTENT ONLY)

ESTIMATED LIMITS OF CHARGED STONE

(TYP)

REQ'D SCOUR STONE FILL

(TYP)

REQ'D SCOUR STONE FILL

(TYP)

REQ'D SCOUR STONE FILL

7'-0" 12'-0"

BOTTOM

ORIGINAL CHANNEL

MEASURED FROM

3'-6" MIN. THICKNESS

19'-0"

REQ'D SCOUR STONE FILL

200LB TO 10 TON ARMOR STONE

REQ'D REPLACEMENT OF EXIST

TO 10 TON ARMOR STONE

REQ'D REPLACEMENT OF EXIST 200LB

TO 10 TON ARMOR STONE

REQ'D REPLACEMENT OF EXIST 200LB

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg8:44:25 AM 7/3/2019

...\Active Projects\OM-Sheboygan, MI (153579) - South Breakwater Repair\3 - CADD\CAD_BIM\_Sheets\

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

S-301

J

U L

Y

D E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

P H

IL

R

O S

S

M

D E

S J

A R

D

IN

S W

X K

B

S O

U T

H P

IE

R S

E C

T

IO

N S

S V -S B

W R

S -3

.d g n

CERTIFIED FINAL - READY TO ADVERTISE

S O

U T

H B

R E

A K

W A

T E

R R

E P

A

IR

S H

E B

O Y

G A

N

W I

S H

E B

O Y

G A

N C

O U

N T

Y

R E

Q U

IR

E D S

IT

E S

E C

T

IO

N S

0 8'4' 16'E5

SCALE: 1/8" = 1'

B5

SCALE: 1/8" = 1'S-103

E1

0 8'4' 16'

+ 7.0

+ 5.5

CL SSPCL SSP

LAKE SIDECHANNEL SIDE

(I.G.L.D. 1955 = 576.8')

L.W.D. = 0.0

(I.G.L.D. 1955 = 576.8')

L.W.D. = 0.0

CHANNEL SIDE LAKE SIDECL SSP CL SSP

+ 5.5

+ 7.0

S H

E B

O Y

G A

N H

A R

B O

R B

M E

L B

Y

T S

M

IT

H D

E T

R O

IT

D

IS

T R

IC

T

TYPICAL REQ'D CROSS SECTION: SECTION L & M

TYPICAL REQ'D CROSS SECTION: SECTION N

S-101

S-101

E1 A1

CL SSP

LAKE SIDE

CL SSPCHANNEL SIDE

+ 5.5

(I.G.L.D. 1955 = 576.8')

L.W.D. = 0.0

+ 7.0

B1

SCALE: 1/8" = 1'S-103

A1

0 8'4' 16'

-28.0

-30.0 -30.0-30.0 -30.0

TYPICAL REQ'D CROSS SECTION: SECTION N - RAMP

NOTE: TIE RODS TO BE INSTALLED VIA DRILLED HOLES L

M N

NOTE: TIE RODS TO BE INSTALLED VIA 7 1/4" X 9 5/8" SLOTTED HOLE

NOTE: TIE RODS TO BE INSTALLED VIA 7 1/4" X 9 5/8" SLOTTED HOLE

-28.0

E1

SCALE: 1/4" = 1' 0 4' 8'2'S-301

B1 TYPICAL REQ'D SCOUR STONE CHANNEL SIDE

SLOPE OF SCOUR STONE SHALL NOT EXCEED 2H:1V.

NOTE: THICKNESS OF SCOUR STONE FILL SHALL BE UNIFORM EXTENDING INTO CHANNEL FOR SLOPING BOTTOM.

SEE SPEC SECTION 35 31 19 FOR SCOUR STONE SIZING.2.

REMOVE EXISTING CONCRETE CAP & STONE FILL AS NECESSARY.1.

GENERAL SHEET NOTES

S-502

F6

S-502

F6

S-301

E1

REQ'D Z-SHAPE SSP (TYP)

INTERLOCK

PER CONNECTION @ EACH

REQ'D 1" DIA BOLTS & NUTS (2)

REQ'D (2) MC10X28.5 WALES

7 1/2"

1'-0"

5"

SSP/WALE CONNECTION.

PLATES (2) PER TIE ROD, (1) PER

REQ'D 1/2" WALE SEPARATOR

REQ'D WALE SPLICE PLATE

REQ'D SSP/WALE CONNECTION

REQ'D TIE ROD, NUT & PLATE

EXISTING TIE ROD

EXISTING SSP CLOSURE

EXISTING SSP

CONCRETE CAP BLOCK

EXIST REINFORCED

BLOCK

OUTSIDE EDGE OF EXIST CONCRETE CAP

REQ'D SSP OFF ALIGNMENT

FIRST TIE ROD

REQ'D SSP ON ALIGNMENT BY

REQ'D SPECIAL SPP PILE

CONCRETE CAP BLOCK

EXIST REINFORCED

BLOCK

OUTSIDE EDGE OF EXIST CONCRETE CAP

EXISTING TIE ROD

EXISTING SSP CLOSURE

CONNECTION SSP PILE

REQ'D SSP

REQ'D TIE ROD

CL REQ'D SSP

CL REQ'D (2) MC10

CL REQ'D SSP/WALE BOLTS (TYP)

TIP ELEV TO MATCH ADJACENT SSP PANEL

REQ'D SPECIAL PILE FOR FUTURE EXTENSION,

BLOCK

OUTSIDE EDGE OF EXIST CONCRETE CAP

CONCRETE CAP BLOCK

EXIST REINFORCED

V A

R

IE

S

T O

ADJACENT SSP PANEL

REQ'D SPECIAL PILE, TIP ELEV TO MATCH

W/ MIN 16" EMBEDMENT, SPACED 12" C/C

REQ'D 3/4" DIA CONCRETE ANCHOR BOLTS

W/ MIN 16" EMBEDMENT, SPACED 12" C/C

REQ'D 3/4" DIA CONCRETE ANCHOR BOLTS

4'-0"

ELEVATION OF +4.5'

FROM CHANNEL BOTTOM TO AN

REQ'D FILL WITH TREMIE CONCRETE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:29:50 PM 7/2/2019

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

S-501

J

U L

Y

D E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

P H

IL

R

O S

S

M

D E

S J

A R

D

IN

S W

X K

B

S V -S B

W R

S -5

.d g n

CERTIFIED FINAL - READY TO ADVERTISE

S O

U T

H B

R E

A K

W A

T E

R R

E P

A

IR

S H

E B

O Y

G A

N

W I

S H

E B

O Y

G A

N C

O U

N T

Y

R E

Q U

IR

E D S

IT

E D

E T

A

IL

S

S-101

E1

A1

SCALE: 1" = 1' 0 1' 2'6"S-101

D1

REQ'D SEAT ANGLES NOT SHOWN FOR CLARITY1.

NOTE:

S H

E B

O Y

G A

N H

A R

B O

R B

M E

L B

Y

T S

M

IT

H D

E T

R O

IT

D

IS

T R

IC

T

TYPICAL SSP WALL SUPPORT STEEL

S O

U T

H P

E6

SCALE: 3/4" = 1' 2'0 1' 4'S-103

A1

A6

SCALE: 3/4" = 1' 2'0 1' 4'S-103

A1 REQ'D CONNECTION ON LAKE SIDE PIER HEAD

REQ'D SPECIAL CONNECTION ON CHANNEL SIDE PIER HEAD

D1

SCALE: 3/4" = 1' 2'0 1' 4'

REQ'D CONCRETE CAP NOT SHOWN FOR CLARITY2.

CLOSURE SHOWN IS OF LAKE SIDE, CHANNEL SIDE IS OPPOSITE HAND1.

NOTE:

TYPICAL SSP END CLOSURE

S-502

C4

S-502

C6

S-502

A4

S-502

C1

3"

/2

/8

SUPPORT CONCRETE IN PAN (REQ'D)

SSP PAN OR TIE TWO #4 BARS 18" LONG TO

EXTEND TWO TOP BARS INTO EACH OUTSIDE

REQ'D L6X6X1 SHELF ANGLE

REQ'D (2) 3/4" DIA A325 BOLTS (TYP)

"2 11 3"3"6"3"3" "2

1'-9"

"4

REQ'D 1" DIA BOLTS (TYP)

REQ'D (2) MC10X28.5 WALES

& BOTTOM OF (2) MC WEB

REQ'D 5/8" SPLICE PLATE TOP

/2

REQ'D (2) MC10X28.5 WALES

REQ'D 1" DIA BOLTS (TYP) BOTTOM SPLICE PLATES

REQ'D 1'-9" X 7 X 5/8" TOP &

REQ'D (2) MC10X28.5

TIE ROD, GR 150 (TYP)

REQ'D 1 1/4" DIA A722

CENTER ON 2MC WALE

REQ'D 4"X6"X3/4" PLATE

/2

REQ'D (2) MC10X28.5 WALES

SEPARATOR PLATE (TYP)

REQ'D 10 X 2 1/2 X 1/2"

REQ'D (2) MC10X28.5 WALES

REQ'D Z-TYPE SSP

REQ'D 1 1/16" DIA HOLE IN SSP

PLATE WASHER

REQ'D 3" X 3" X 1/2"

CONNECTION

NUTS (2) PER

REQ'D 1" DIA BOLTS &

BACKING PLATE

REQ'D 12" X 6" X 5/8"

/2

1'-0"

3"

REQ'D REINFORCED CONCRETE

GREASED ON ONE END

STEEL DOWL. 12" O/C (TYP)

REQ'D 3/4" DIA 24" LONG SMOOTH

EXPANSION JOINT FILLER

REQ'D 1/2" PREMOLDED

STEEL NOT SHOWN

CONCRETE CAP, BOTTOM

REQ'D REINFORCED

REQ'D #5 BAR @ 10" C/C

REQ'D #5 BAR @ 10" C/C

@ 10" C/C

REQ'D #7 BAR

IN JOINT

APPLIED RUBBER SEAL, 1" DEEP

REQ'D HOT-POURED OR COLD

REQ'D (2) MC10X28.5

TIE ROD, GR 150 (TYP)

REQ'D 1 1/4" DIA A722

REQ'D TIE ROD

CL REQ'D SSP

CL REQ'D (2) MC10

CL REQ'D SSP/WALE BOLTS (TYP)

TIP ELEV TO MATCH ADJACENT SSP PANEL

REQ'D SPECIAL PILE FOR FUTURE EXTENSION,

BLOCK

OUTSIDE EDGE OF EXIST CONCRETE CAP

CONCRETE CAP BLOCK

EXIST REINFORCED

V A

R

IE

S

T O

ADJACENT SSP PANEL

REQ'D SPECIAL PILE, TIP ELEV TO MATCH

W/ MIN 16" EMBEDMENT, SPACED 12" C/C

REQ'D 3/4" DIA CONCRETE ANCHOR BOLTS

REQ'D #5 BAR @ 10" C/C

REQ'D #5 BAR @ 10" C/C

@ 10" C/C

REQ'D #7 BAR

REQ'D REINFORCED CONCRETE

BE AN 1/8" FROM TOP OF CONCRETE

COLD APPLIED SEALANT. TOP SHALL

JOINT, FILL WITH HOT POURED OR

REQ'D 1/4" X 1 1/2" DEEP CONTROL

ACCOMPLISHED

TORQUE HAS BEEN

3/4" PLATE AFTER FINAL

TACK WELD NUT TO REQ'D

ROD MANUFACTURER -

REQ' TIE ROD NUT BY TIE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:29:55 PM 7/2/2019

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U M

B E

R

F

IL

E N

A M

E

A N

S I

J

U L

Y

D E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

P H

IL

R

O S

S

M

D E

S J

A R

D

IN

S W

X K

B

S V -S B

W R

S -5

.d g n

CERTIFIED FINAL - READY TO ADVERTISE

S O

U T

H B

R E

A K

W A

T E

R R

E P

A

IR

S H

E B

O Y

G A

N

W I

S H

E B

O Y

G A

N C

O U

N T

Y

R E

Q U

IR

E D S

IT

E D

E T

A

IL

S

CL SSP

F6

SCALE: 1 1/2" = 1'

SHELF ANGLE

1' 2'0 6"

WALE SPLICE PLATE PLAN

1' 2'0 6"S-501

A1

1' 2'0 6"SCALE: 1 1/2" = 1'

A1S-502

WALE SPLICE PLATE SECTION

1/4

EL +5.5

C6

TIE ROD SECTION

SCALE: 1 1/2" = 1' 1' 2'0 6"S-501

A1

NOTE:

1/4 2"

C4

TIE ROD SEPARATOR PLATE

SCALE: 1 1/2" = 1' 1' 2'0 6"

1/4

4"1/4

2"

SSP/WALE TENSION BOLT CONNECTION

1' 2'0 6"S-501

A7

E

T R

O

IT

D

IS

T R

IC

T

S H

E B

O Y

G A

N H

A R

B O

R B

M E

L B

Y

T S

M

IT

H

S-501

A1

EXPANSION JOINT DETAIL - TYPICAL

S-301

B5 E5

S O

U T

H P

C7

SCALE: 3/4" = 1' 2'0 1' 4'

TYPICAL TEMPORARY SSP CLOSURE DETAIL

C7

CONTROL JOINT DETAIL - TYPICAL

UPPER AND LOWER WALES SPLICES SHALL BE ALTERNATED A MIN. OF 12 FT.3.

WHICH CORRESPONDS TO THE POINT OF CONTRAFLEXURE.

WALE SLICES SHALL BE PERFORMED ONLY AT 1/3 POINTS BETWEEN TIERODS2.

LOWER WALE SPLICE NOT SHOWN FOR CLARITY.1.

NOTE:

TO MC

TYP - PL

2"1/4TO MC

TYP - PL

TO MC

TYP - PL

4"1/4 TO MC

TYP - PL

1/4 2"

E / S

TYP - 4 PLACES

AND AT MIDPOINT BETWEEN TIERODS.

PLACE SEPARATOR PLATES AT EACH TIEROD LOCATION 1.

NOTE:

TO MC

TYP - PL

TO MC

TYP - PL

1/4

TIE ROD NOT REQUIRED AT END OF TYPICAL TEMPORARY SSP CLOSURE. 3.

MAINTAINED EQUALLY THROUGHOUT THE STRUCTURE INCLUDING AT SSP CLOSURE LOCATIONS.

THE CONTRACTOR SHALL ENSURE THAT THE LAKE AND CHANNEL SIDE SSP ALIGNMENT IS 2.

(30) CALENDAR DAYS OR MORE, THE CONTRACTOR SHALL CONSTRUCT AN SSP CLOSURE AS SHOWN

AT THE END OF EACH CONSTRUCTION SEASON OR IF WORK WILL BE HALTED FOR A PERIOD OF1.

NOTE:

S-502

A1

REQ'D Z-SHAPED SSP

LADDER RUNG (TYP)

REQ'D 1 1/2" DIA STEEL

GRAB RAIL (TYP)

REQ'D 1 1/2" DIA BAR

1'-0"

BAR GRAB RAIL (TYP)

REQ'D 1 1/2" DIA STEEL

REQ'D Z-SHAPED SSP

8"

BAR GRAB RAIL (TYP)

REQ'D 1 1/2" DIA STEEL

REQ'D Z-SHAPED SSP

LADDER RUNG (TYP)

REQ'D 1 1/2" DIA STEEL

1'-0"

FROM GRAB BAR

PLATE (TYP)

REQ'D 1/2" X 4" STEEL

PLATE (TYP)

REQ'D 1/2" X 4" STEEL

LADDER RUNG (TYP)

REQ'D 1 1/2" DIA STEEL

PLATE (TYP)

REQ'D 1/2" X 4" STEEL

S

P A

C

IN

G T

O L

W D O

R B

E L

O W

ANGLE BEHIND SSP

REQ'D CONCRETE SHELF

SHELF ANGLE

REQ'D L6X6, CONCRETE

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:29:59 PM 7/2/2019

O J E

C T N

U M

B E

R

F

IL

E N

A M

E

A N

S I

J

U L

Y

D E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

P H

IL

R

O S

S

M

D E

S J

A R

D

IN

S W

X K

B

S V -S B

W R

S -5

.d g n

CERTIFIED FINAL - READY TO ADVERTISE

S O

U T

H B

R E

A K

W A

T E

R R

E P

A

IR

S H

E B

O Y

G A

N

W I

S H

E B

O Y

G A

N C

O U

N T

Y

R E

Q U

IR

E D S

IT

E D

E T

A

IL

S

+7.0 FT ABOVE LWD

A8

SCALE: 3/4" = 1' 2'0 1' 4'S-503

3/16

TYP - EACH GRAB RAIL

CL SSP

+7.0 FT ABOVE LWD

D8

SCALE: 1" = 1'

LADDER SECTION

0 1' 2'6"S-503

A8

NOTE:

S H

E B

O Y

G A

N H

A R

B O

R B

M E

L B

Y

T S

M

IT

H D

E T

R O

IT

D

IS

T R

IC

T

LADDER ELEVATION - TYPICAL

(2)MC10 WALE NOT SHOWN FOR CLARITY1.

NOTE:

S O

U T

H P

3/16

TYP - EACH GRAB RAIL

A4

GRAB RAIL PLAN VIEW

SCALE: 1 1/2" = 1' 1' 2'0 6"S-101

E1

CONCRETE SHELF ANGLE NOT SHOW FOR CLARITY2.

LADDER RUNGS TO BE INSTALLED FROM AT OR BELOW -3.0 LWD TO TOP OF SHEETS1.

NOTE:

S-503

D8

S-503

D8

A8

REQ'D WORK AREA

WORK AND STORAGE AREA, APPROX 52,111.65 SQ FT

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S

IZ

E

S U

B M

IT

T E

D B

Y

D A

T E

C O

N T

R A

C T N

O

C H

E C

K E

D B

Y

D R

A W

N B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

S

A AF

E

Y

Y

T

P S

C O

R

G I

N E

E R

S

D E

T R

O

S T

R I

C T

I n c r e a o f i t

S u b m

C P

S

V a l g i n e e r i

75-3

85-2

85-4

85-3

ILLINOIS AVENUE

FISHERMANS ROW

S O

U

IV

E

N O

R

R

E E

T

N O

R

R

E E

T

N O

R

R

E E

T

85-6

75-15

E ,5

,0

N 646,000

A N

T E

N N

A

RIPRAP

E ,5

,0

E ,5

,0

E ,5

,0

E ,5

,0

RED ENTRY

E ,5

,0

GREEN

LIGHT

ENTRY LIGHT

PARK

B R

O U

G H

T O

N D

R

IV

E

NEW YORK AVENUE

AVENUE

PENNSYLVANIA

AVENUECENTER

SOUTH

PIER

DRIVE

B L

U E H

A R

B O

R D

R

IV

E

E

VI

R D

T N

O R

F R

EVIR

LA

K E V

IE

W D

R

IV

E

SHEBOYGAN RIVER

f l

G s

SECTION I

S T

A . 1

5 SEC J

S T

A . 1

SECTION K

S T

A . 1

SECTION L

S T

A . 1

SECTION M

S T

A . 6

SECTION N

S T

A . 1

S T

A . 2

S T

A . 0

S T

A . 1

S T

A . 2

S T

A . 3

S T

A . 4

S T

A . 5

S T

A . 6

S T

A . 7

S T

A . 8

S T

A . 9

S T

A . 1

S T

A . 1

S T

A . 1

S T

A . 1

S T

A . 1

S T

A . 1

S T

A . 1

S T

A . 1

S T

A . 1

S T

A . 1

S T

A . 2

S T

A . 2

S T

A . 2

S T

A . 2

S T

A . 2

S T

A . 2

SECTION I

S T

A . 2

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg3:30:04 PM 7/2/2019

O J E

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U M

B E

R

F

IL

E N

A M

E

A N

S I

RR100

J

U L

Y

D E

T R

O

IT

M I

M

IC

H

IG

A N A

V E

P H

IL

R

O S

S

M

D E

S J

A R

D

IN

S W

X K

B

S V -S B

W R

R

R .d g n

CERTIFIED FINAL - READY TO ADVERTISE

S O

U T

H B

R E

A K

W A

T E

R R

E P

A

IR

S H

E B

O Y

G A

N

W I

S H

E B

O Y

G A

N C

O U

N T

Y

FLOW

SHEBOYGAN RIVER

LAKE MICHIGAN

LAKE MICHIGAN

S H

E B

O Y

G A

N H

A R

B O

R B

M E

L B

Y

T S

M

IT

H D

E T

R O

IT

D

IS

T R

IC

T

WAUSAU

SHEBOYGAN

HARBOR

EAU CLAIR

MINN.

IOWA

WISCONSIN

MADISON

MILWAUKEE

ILLINOIS

INDIANA

ST. JOSEPH

TOLEDO

OHIO

LAKEER

IE

DETROIT

LEXINGTON

SAGINAW

SANILAC

BAY PORT

LAKE H

URON

BAY CITY

MICHIGAN

MANISTEE

M

IC

H

IG

A N

LA

K E

MICHIGAN

MARIE

SAULT ST.

IN

TER

N

ATIO

N

AL

BO

U

N D

AR

Y

CANADA

LAKE SUPERIOR

AREA MAP

A1

SCALE: 1" = 300'

N

600'0 300' A6

SCALE: 1" = 40'

N

40' 80'0RR100

A1VICINITY MAP WORK AND STORAGE AREA

A L E

S T

A T

E P

L A

RR100

A6