W911XK19B0017_-_Final_RTA_Plans.pdf

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US Army Corps

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GENERAL NOTES:

PROJECT AREA MAP

VICINITY MAP

THEIR 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

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Moccasin Mike Road

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REQUIRED WORK AREA

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0 800'

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FY19 NORTH PIER REPAIRS

SUPERIOR ENTRY

DULUTH - SUPERIOR HARBOR MN.

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

MARIE S. STRUM P.E., CHIEF, ENGINEERING & TECHNICAL SERVICES

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE: 26 JUNE 2019

of Engineers

US Army Corps

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SHOWN AS BUILT BY OTHERS ON THE PLANS.

CONCURRENTLY WITH THIS PROJECT. THE FLOATING PLANT WILL BE OPERATING BETWEEN STATION 0+00 TO 10+65

7. THE DULUTH FLOATING PLANT WILL BE CONTINUING CONSTRUCTION OF THE NORTH INNER WALL REVETMENT

STATION IS STATION 10+65.

ALL WORK WILL PROGRESS TOWARDS THE SHORE TO PROTECT INSTALLED STRUCTURE. REQUIRED WORK ENDING

OPTION 2 = STATION 20+00

OPTION 1 = STATION 19+50

BASE = STATION 17+70

POINTS ARE AS FOLLOWED:

6. REQUIRED STARTING POINT FOR WORK MAY DIFFER BASED ON CONTRACT AWARDED. REQUIRED WORK STARTING

GRADING/RESTORATION.

SYSTEM INSTALLATION, REPLACEMENT OF STONE SCOUR PROTECTION AT TOE OF STEEL SHEET PILE WALL AND SITE OF STONE SCOUR PROTECTION AT THE DRIVE LINE, CONCRETE DEMOLITION, ANCHORED STEEL SHEET PILE WALL IS NOT LIMITED TO, INSTALLATION OF SOIL EROSION AND SEDIMENTATION CONTROL MEASURES, TEMPORARY REMOVAL

5. ALL ACCESS TO BE BY WATER FOR THE WORK REQUIRED AS PART OF THIS PROJECT. REQUIRED WORK INCLUDES, BUT

4. ALL DATA IS EXISTING UNLESS NOTED REQUIRED.

(NAD 83), US FOOT.

COORDINATE SYSTEM, LAMBERT PROJECT, NORTH ZONE (2201), NORTH AMERICAN DATUM 1983

3. THE GRID COORDINATE SYSTEM SHOWN IS REFERENCED TO THE MINNESOTA STATE PLANE

601.1 ABOVE MEAN SEA LEVEL, I.G.L.D. 1985.

2. ALL SOUNDINGS & TOPO ARE IN FEET AND ARE REFERENCED TO LOW WATER DATUM ELEVATION

(CONDITION SURVEY) AND 08 AUG 2015 (SINGLE-BEAM).

THE BATHYMETRIC SURVEYS WERE CONDUCTED BY USACE ON 12 AUG 2014 (MULTI-BEAM), 26 SEP 2014

THE TOPOGRAPHIC SURVEY WAS CONDUCTED BY USACE ON 11 AUG 2015.

PRESENT AT THAT TIME.

THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS

1. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULTS OF SURVEYS MADE ON

W911XK-19-B-0017

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405451.69002896254.720010+90.75 405447.30002896242.360010+77.64 405428.90002896181.230010+13.80 405419.28002896137.62009+69.14 405418.96002896137.89009+68.72 405416.18002896125.24009+55.77 405415.88002896124.97009+55.36 405413.36002896113.15009+43.28 405412.83002896111.01009+41.07 405404.13002896062.58008+91.87 405399.05002896018.40008+47.40 405396.47002895992.94008+21.81 405393.27002895929.55007+58.34 405393.65002895871.98007+00.76 405393.65002895865.58006+94.36 405396.42002895821.26006+49.96 405397.64002895801.36006+30.02 405404.63002895748.73005+76.93 405406.18002895737.94005+66.03 405416.73002895682.80005+09.89 405418.14002895676.19005+03.13 405433.78002895614.35004+39.34 405445.88002895571.13003+94.46 405459.91002895521.67003+43.05 405473.84002895472.31002+91.76 405488.06002895422.59002+40.05 405501.87002895372.94001+88.51 405512.18002895336.65001+50.79 405553.50572895191.63740+00

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N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N

O

L

IC

IT

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IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

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P R

D A

T E

F

IL

E N

U M

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IZ

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IT

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D B

Y

P L

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C A

L E

P L

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A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-25.0

-25.0

-25.0

-20.0

-20.0

-20.0 -15.0

-15.0

-15.0

-10.0

-10.0

-5 .0

-5 .0

-5.0

-5.0

-5.0

-5.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

S T

A

S T

A

RC103

EXISTING PLAN VIEW

P L

A N V

IE

W E

X

IS

T

20'10'

M A

T C

H L

IN

E R

C

M A

T C

H L

IN

E R

C

TN

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

RC102

RC1

RC1

RC1

R C

RC1

KEY MAP

TN

FEDERAL NAVIGATION CHANNEL LINE (5

)D

S F

Y

R C

.d g n

BASE

TURNING POINT

FEDERAL NAVIGATION CHANNEL

TIMBER PILES

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

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X

N /A

P

R O

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-B -0

T S

M

IT

H

B

K O

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G A

R A

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A

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IS

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N

O

L

IC

IT

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N N

O

F

IL

E N

A M

E

D W

N B

Y

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D B

Y

D E

S

IG

N E

D B

Y

D E

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IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

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C A

L E

P L

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A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-30.0

-3 .0

-30.0

-30.0

-25.0 -25.0 -25.0

-20 .0

-20.0 -20.0

-15.0-15.0-15.0 -10.0-10.0-10.0

-5.0 -5.0

-5.0 -5.0

-5.0-5.0-5.0-5.0 0.0 0.0 0.0 0.0 0.0

0.00.00.0 0.0

0.0

5.0 5.0 5.0 5.0 5.0

5.05.05.05.05.0

S T

A

S T

A

RC104

EXISTING PLAN VIEW

P L

A N V

IE

W E

X

IS

T

20'10'

M A

T C

H L

IN

E R

C

M A

T C

H L

IN

E R

C

TN

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

RC102

RC1

RC1

RC1

R C

RC1

KEY MAP

TN

FEDERAL NAVIGATION CHANNEL LINE

(6 )D

S F

Y

R C

.d g n

BASE

TIMBER PILES

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

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Z N

G A

R A

N T

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N O

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F

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E N

A M

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D W

N B

Y

C K

D B

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D E

S

IG

N E

D B

Y

D E

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R

IP

T

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N

D

2 3

C

4 5

A

B

M A

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A P

P R

D A

T E

F

IL

E N

U M

B E

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S

IZ

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S U

B M

IT

T E

D B

Y

P L

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C A

L E

P L

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A T

E

D A

T E

M A

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D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-3 .0

-30.0

-30.

-30.0

-30.0-30.0

-25.0 -25.0 -25.0

-20.0 -20.0 -20.0

-15.0-15.0-15.0

-1 .0

-10.0

-10.0 -10.0

-10.0-10.0-10.0

-5.0 -5.0 -5.0 -5.0

-5.0-5.0-5.00.0 0.0 0.0 0.0 0.0

0.00.00.00.00.0

5.0 5.0 5.0 5.0 5.0

5.05.05.05.05.0

S T

A

S T

A

S T

A

RC105

EXISTING PLAN VIEW

P L

A N V

IE

W E

X

IS

T

20'10'

M A

T C

H L

IN

E R

C

M A

T C

H L

IN

E R

C

TN

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

RC102

RC1

RC1

RC1

R C

RC1

KEY MAP

TN

FEDERAL NAVIGATION CHANNEL LINE

(7 )D

S F

Y

R C

.d g n

OPTION 1BASE

S T

A

TIMBER PILES

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

R Z

E T

Z N

G A

R A

N T

J

U N

E

N O

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H P

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R R

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IR

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P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

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IS

C

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N

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-30.0

-30.0

-30.0

-25.0 -25.0 -25.0

-20.0 -20.0 -20.0

-1 5.

-1 .0

-1 5.

-15.0

-15.0-15.0-15.0

-10.0 -10.0 -10.0

-10.0-10.0-10.0

-5.0 -5.0 -5.0

-5.0-5.0-5.0-5.00.0 0.0 0.0 0.0 0.0

0.00.00.00.00.0

5.0 5.0 5.0 5.0 5.0

5.05.05.05.05.0

S T

A

S T

A

S T

A

RC106

EXISTING PLAN VIEW

P L

A N V

IE

W E

X

IS

T

20'10'

M A

T C

H L

IN

E R

C

M A

T C

H L

IN

E R

C

TN

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

RC102

RC1

RC1

RC1

R C

RC1

KEY MAP

TN

FEDERAL NAVIGATION CHANNEL LINE

(8 )D

S F

Y

R C

.d g n

OPTION 1 OPTION 2S

T

A

S T

A

TIMBER PILES

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

R Z

E T

Z N

G A

R A

N T

J

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N O

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H P

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R R

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A

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S U

P E

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R E

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L U

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M N

S T L

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IS

C

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N

O

L

IC

IT

A T

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N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

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C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-35.0

-30 .0

-30.0 -3

.0

-30.0

-25.0

-25.0

-2 .0

-2 .0

-20.0 -20.0 -20.0

-20.0

-20 .0

-2 .0

-15.0 -15.0

-15 .0

-15.0-15.0

-10.0 -10.0 -10.0

-10.0-10.0

-5.0 -5.0 -5.0

-5.0-5.0-5.00.0 0.0 0.0 0.0

0.00.00.00.0

5.0 5.0 5.0 5.0

5.05.05.05.0

S T

A

.6

S T

A

S T

A

.0

RC107

EXISTING PLAN VIEW

P L

A N V

IE

W E

X

IS

T

20'10'

M A

T C

H L

IN

E R

C

TN

RC102

RC1

RC1

RC1

R C

RC1

KEY MAP

TN

EXISTING PIER HEAD

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

FEDERAL NAVIGATION CHANNEL LINE

(9 )D

S F

Y

R C

.d g n

TURNING POINT

FEDERAL NAVIGATION CHANNEL

TURNING POINT

FEDERAL NAVIGATION CHANNEL

TURNING POINT

FEDERAL NAVIGATION CHANNEL

TIMBER PILES

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

R Z

E T

Z N

G A

R A

N T

J

U N

E

N O

R T

H P

IE

R R

E P

A

IR

S U

P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-2 .0

-25.0

-25.0 -20.0

-20.0

-20.0-15.0

-15.0

-15.0

-10.0

-10.0

-10.0

-5.0

-5.0

-5.0-5.0 0.0 0.0

0.0

0.0

.0

.0

5.0 5.0 5.0

5.0

5.0

.0

.0

.0

.0

.0

10.0

10.0

S T

A

S T

A

S T

A

CD101

SCALE: 1"= 10'

20'10'

M A

T C

H L

IN

E C

D

CD101

CD10

CD10

CD10

C D

KEY MAP

TN

TN

CIVIL DEMOLITION PLAN

P L

A N V

IE

W C

IV

IL

D

E M

O L

IT

IO

N

REMOVAL

REQ'D CONCRETE WALL

EXISTING CHANNEL

SUPERIOR ENTRY

EXISTING GROUND

RECREATION AREA

PARK POINT

EXISTING RIPRAP

EXISTING RIPRAP

L A

K E S

U P

E R

IO

R

P R

O T

E C

T E

D S

ID

E

(1 )D

S F

Y

C D

.d g n

TO REMAIN (TYP.)

EXISTING SSP WALL

FOR TIE ROD PLACEMENT (TYP.)

REQ'D CONCRETE REMOVAL

REQ'D RIPRAP REMOVAL

LEGEND

REQ'D CONCRETE KNEE WALL REMOVAL

REQ'D CONCRETE REMOVAL FOR TIERODS

EXISTING REVETMENT FUTURE INSTALL BUILT BY OTHERS

S T

A . 1

5 BASE

BUILT BY OTHERS

FUTURE INSTALL

SSP WALL

TO REMAIN (TYP.)

EXISTING ANCHOR WALL

BUILT BY OTHERS

FUTURE INSTALL

TIE ROD

TO REMAIN (TYP.)

EXISTING ANCHOR WALL

BUILT BY OTHERS

FUTURE INSTALL

TIE ROD

GENERAL DEMOLITION NOTES:

UTILIZATION OF EXCAVATED MATERIALS.

1. SEE SPECIFICATION 31 00 00 SITE PREPARATION FOR

INSTALLATION

ALLOW FOR SSP

REMOVAL TO

REQ'D RIP-RAP

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

R Z

E T

Z N

G A

R A

N T

J

U N

E

N O

R T

H P

IE

R R

E P

A

IR

S U

P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-25.0

-25.0

-25.0

-20.0

-20.0

-20.0 -15.0

-15.0

-15.0

-10.0

-10.0

-5 .0

-5 .0

-5.0

-5.0

-5.0

-5.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

S T

A

S T

A

S T

A

S T

A

CD102

SCALE: 1"= 10'

20'10'

M A

T C

H L

IN

E C

D

M A

T C

H L

IN

E C

D

TN

CD101

CD10

CD10

CD10

C D

KEY MAP

TN

CIVIL DEMOLITION PLAN

P L

A N V

IE

W C

IV

IL

D

E M

O L

IT

IO

N

REQ'D RIPRAP REMOVAL

LEGEND

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

EXISTING RIPRAP

EXISTING RIPRAP

(1 )D

S F

Y

C D

.d g n

REMOVAL

REQ'D CONCRETE WALL

FOR TIE ROD PLACEMENT (TYP.)

REQ'D CONCRETE REMOVAL

REQ'D CONCRETE KNEE WALL REMOVAL

REQ'D CONCRETE REMOVAL FOR TIERODS

BASE

INSTALLATION

ALLOW FOR SSP

REMOVAL TO

REQ'D RIP-RAP

GENERAL DEMOLITION NOTES:

UTILIZATION OF EXCAVATED MATERIALS.

1. SEE SPECIFICATION 31 00 00 SITE PREPARATION FOR

INSTALLATION

ALLOW FOR SSP

E

Y

Y

T

P S

C O

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IN

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In c r e a s e

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IP

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C O

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A P

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SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-30.0

-3 .0

-30.0

-30.0

-25.0 -25.0 -25.0

-20 .0

-20.0 -20.0

-15.0-15.0-15.0 -10.0-10.0-10.0

-5.0 -5.0

-5.0 -5.0

-5.0-5.0-5.0-5.0 0.0 0.0 0.0 0.0 0.0

0.00.00.0 0.0

0.0

5.0 5.0 5.0 5.0 5.0

5.05.05.05.05.0

S T

A

S T

A

CD103

SCALE: 1"= 10'

20'10'

M A

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H L

IN

E C

D

M A

T C

H L

IN

E C

D

TN

CD101

CD10

CD10

CD10

C D

KEY MAP

TN

CIVIL DEMOLITION PLAN

P L

A N V

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W C

IV

IL

D

E M

O L

IT

IO

N

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

EXISTING RIPRAP

EXISTING RIPRAP

(1 )D

S F

Y

C D

.d g n

REMOVAL

REQ'D CONCRETE WALL

FOR TIE ROD PLACEMENT (TYP.)

REQ'D CONCRETE REMOVAL

REQ'D RIPRAP REMOVAL

LEGEND

REQ'D CONCRETE KNEE WALL REMOVAL

REQ'D CONCRETE REMOVAL FOR TIERODS

BASE

INSTALLATION

ALLOW FOR SSP

REMOVAL TO

REQ'D RIP-RAP

GENERAL DEMOLITION NOTES:

UTILIZATION OF EXCAVATED MATERIALS.

1. SEE SPECIFICATION 31 00 00 SITE PREPARATION FOR

INSTALLATION

ALLOW FOR SSP

E

Y

Y

T

P S

C O

R

G

IN

E E

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D E

T R

T R

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In c r e a s e

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SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-3 .0

-30.0

-30.

-30.0

-30.0-30.0

-25.0 -25.0 -25.0

-20.0 -20.0 -20.0

-15.0-15.0-15.0

-1 .0

-10.0

-10.0 -10.0

-10.0-10.0-10.0

-5.0 -5.0 -5.0 -5.0

-5.0-5.0-5.00.0 0.0 0.0 0.0 0.0

0.00.00.00.00.0

5.0 5.0 5.0 5.0 5.0

5.05.05.05.05.0

S T

A

S T

A

S T

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CD104

SCALE: 1"= 10'

20'10'

M A

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H L

IN

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D

M A

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H L

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TN

CD10

CD10

CD10

C D

KEY MAP

TN

CIVIL DEMOLITION PLAN

P L

A N V

IE

W C

IV

IL

D

E M

O L

IT

IO

N

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

EXISTING RIPRAP

EXISTING RIPRAP

(1 )D

S F

Y

C D

.d g n

CD101

OPTION 1

REMOVAL

REQ'D CONCRETE WALL

FOR TIE ROD PLACEMENT (TYP.)

REQ'D CONCRETE REMOVAL

REQ'D RIPRAP REMOVAL

LEGEND

REQ'D CONCRETE KNEE WALL REMOVAL

REQ'D CONCRETE REMOVAL FOR TIERODS

BASE S

T

A

INSTALLATION

ALLOW FOR SSP

REMOVAL TO

REQ'D RIP-RAP

GENERAL DEMOLITION NOTES:

UTILIZATION OF EXCAVATED MATERIALS.

1. SEE SPECIFICATION 31 00 00 SITE PREPARATION FOR

INSTALLATION

ALLOW FOR SSP

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

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P 'S

V a g in e e r

T R

O

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M

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H

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IC

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U .S

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A P

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SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-30.0

-30.0

-30.0

-25.0 -25.0 -25.0

-20.0 -20.0 -20.0

-1 5.

-1 .0

-1 5.

-15.0

-15.0-15.0-15.0

-10.0 -10.0 -10.0

-10.0-10.0-10.0

-5.0 -5.0 -5.0

-5.0-5.0-5.0-5.00.0 0.0 0.0 0.0 0.0

0.00.00.00.00.0

5.0 5.0 5.0 5.0 5.0

5.05.05.05.05.0

S T

A

S T

A

S T

A

CD105

SCALE: 1"= 10'

20'10'

M A

T C

H L

IN

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D

TN

CD101

CD10

CD10

CD10

C D

KEY MAP

TN

CIVIL DEMOLITION PLAN

P L

A N V

IE

W C

IV

IL

D

E M

O L

IT

IO

N

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

EXISTING RIPRAP

EXISTING RIPRAP

EXISTING RIPRAP

(1 )D

S F

Y

C D

.d g n

OPTION 2

REMOVAL

REQ'D CONCRETE WALL

FOR TIE ROD PLACEMENT (TYP.)

REQ'D CONCRETE REMOVAL

EXISTING RIPRAP

REQ'D RIPRAP REMOVAL

LEGEND

REQ'D CONCRETE KNEE WALL REMOVALOPTION 1 S

T

A

S T

A

INSTALLATION

ALLOW FOR SSP

REMOVAL TO

REQ'D RIP-RAP

GENERAL DEMOLITION NOTES:

UTILIZATION OF EXCAVATED MATERIALS.

1. SEE SPECIFICATION 31 00 00 SITE PREPARATION FOR

REQ'D CONCRETE REMOVAL FOR TIERODS

E

Y

Y

T

P S

C O

R

G

IN

E E

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D E

T R

T R

IC

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In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

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M

IC

H

IG

A N

D E

T R

O

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D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

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X

N /A

P

R O

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W

X K -1

-B -0

T S

M

IT

H

B

K O

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G A

R A

N T

J

U N

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N O

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A

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S U

P E

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IO

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D E

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R A

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A P

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SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

CD301

C R

O S

S S

E C

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T Y

P

IC

A L D

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IO

V E

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-8 -1

B

K

SCALE: 1"=10' SSP WALL & SSP WALL

STATION 11+20 TO 12+00

TYPICAL DEMOLITION CROSS SECTION

SCALE: 1"=10' SSP WALL & SSP WALL

STATION 10+65 TO 11+20

TYPICAL DEMOLITION CROSS SECTION

SCALE: 1"=10' SSP WALL & SSP WALL

STATION 12+00 TO 20+00

TYPICAL DEMOLITION CROSS SECTION

+0 LWD = 601.1 (IGLD 85)

+5 LWD TO 0 LWD

EXISTING GROUND

P R

O T

E C

T E

D S

ID

E

C H

A N

N E

L S

ID

E

P R

O T

E C

T E

D S

ID

E

C H

A N

N E

L S

ID

E

P R

O T

E C

T E

D S

ID

E

C H

A N

N E

L S

ID

E

+0 LWD = 601.1 (IGLD 85)

+0 LWD = 601.1 (IGLD 85)

MONOLITH

EXISTING CONCRETE

STRUCTURE.

TOP 4 FEET OF

APPROXIMATELY THE

KNEE WALL.

REMOVE CONCRETE

STRUCTURE.

TOP 4 FEET OF

APPROXIMATELY THE

KNEE WALL.

REMOVE CONCRETE

STRUCTURE.

TOP 4 FEET OF

APPROXIMATELY THE

KNEE WALL.

REMOVE CONCRETE

MONOLITH

EXISTING CONCRETE

MONOLITH

EXISTING CONCRETE

-5 LWD TO -15 LWD

EXISTING LAKE BOTTOM

BOTTOM

EXISTING LAKE

0 LWD TO -5 LWD

EXISTING GROUND & LAKE BOTTOM

BOTTOM

EXISTING LAKE

BOTTOM

EXISTING LAKE

(1 )D

S F

Y

C D

.d g n

CHANNEL LIMITS

EXISTING FEDERAL

CHANNEL LIMITS

EXISTING FEDERAL

CHANNEL LIMITS

EXISTING FEDERAL

SSP INSTALLATION

CHANNEL SIDE FOR

REMOVED ON

STONE TO BE

EXISTING RIP-RAP

SSP INSTALLATION

CHANNEL SIDE FOR

REMOVED ON

STONE TO BE

EXISTING RIP-RAP

SSP INSTALLATION

CHANNEL SIDE FOR

REMOVED ON

STONE TO BE

EXISTING RIP-RAP

ON PROTECTED SIDE

EXISTING RIP-RAP TO REMAIN

ON PROTECTED SIDE

EXISTING RIP-RAP TO REMAIN

NEEDED AROUND TIE ROD.

6" MIN. CLEARANCE

ELEVATION +2.5 L.W.D.

APPROXIMATELY TO

TIE ROD INSTALLATION

EXISTING CONCRETE FOR

CREATE GROOVE IN

NEEDED AROUND TIE ROD.

6" MIN. CLEARANCE

ELEVATION +2.5 L.W.D.

APPROXIMATELY TO

TIE ROD INSTALLATION

EXISTING CONCRETE FOR

CREATE GROOVE IN

NEEDED AROUND TIE ROD.

6" MIN. CLEARANCE

ELEVATION +2.5 L.W.D.

APPROXIMATELY TO

TIE ROD INSTALLATION

EXISTING CONCRETE FOR

CREATE GROOVE IN

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

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T R

IC

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In c r e a s e

P r o f it .S u b m it

V

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V a g in e e r

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M

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U .S

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P S O

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P

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-B -0

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D E

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N E

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IP

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D

2 3

C

4 5

A

B

M A

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A P

P R

D A

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F

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S

IZ

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S U

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C A

L E

P L

O T D

A T

E

D A

T E

M A

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D E

S C

R

IP

T

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N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

L

IG

H T

L

IG

H T

TRAIL

M

IN

NE

SO

TA

P

OI

NT

W

IS

C O

N S

IN

P

O

IN

T

TRAIL

C H

A N

N E L

L

IN

E

WI

SC

ON

SI

N

PO

IN

CHANNEL

LI

NE

CI101

SCALE: 1"=100'

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T

A

S T A

S T A

S T A

S T A

S T A

S T A

S T A .6

FEDERAL NAVIGATION CHANNEL

CI102

C I1

C I1

C I1

C I1

C I1

EXISTING NORTH INNER WALL

REQ'D Z-SHAPED SSP WALL

REQ'D Z-SHAPED SSP WALL

(1 )D

S F

Y

C I1

.d g n

STA. 17+70 TO 19+50

OPTION 1 AREA

STA. 19+50 TO 20+00

OPTION 2 AREA

OPTION 1 AREA

OPTION 2 AREA

TN

R E

Q U

IR

V

E R

A L L P

L A

N V

IE

W

REQUIRED OVERALL PLAN VIEW

CONSTRUCTED BY OTHERS

FUTURE INSTALLATION

TO BE BUILT BY OTHERS

FUTURE INSTALLATION

BASE AREA

STA. 10+65 TO 17+70

BASE AREA

FEDERAL NAVIGATION CHANNEL

FEDERAL NAVIGATION CHANNEL

9'-6"

'-0

'-0

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

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In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

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T R

O

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M

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H

IG

A N

D E

T R

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D

IS

T R

IC

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U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

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N /A

P

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W

X K -1

-B -0

T S

M

IT

H

B

K O

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G A

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J

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R R

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P E

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F

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A M

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D W

N B

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C K

D B

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D E

S

IG

N E

D B

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D E

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IP

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D

2 3

C

4 5

A

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M A

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A P

P R

D A

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F

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B E

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S

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P L

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C A

L E

P L

O T D

A T

E

D A

T E

M A

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D E

S C

R

IP

T

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N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-2 .0

-25.0

-25.0 -20.0

-20.0

-20.0-15.0

-15.0

-15.0

-10.0

-10.0

-10.0

-5.0

-5.0

-5.0-5.0 0.0 0.0

0.0

0.0

.0

5.0 5.0 5.0

5.0

5.0

.0

.0

S T

A

S T

A

S T

A

.0

10.0

10.0

CI102

REQUIRED PLAN VIEW

SCALE: 1"= 10'

20'10'

M A

T C

H L

IN

E C I1

P L

A N V

IE

W R

E Q

U

IR

E D

TN

10'-0" FROM ALIGNMENT

REQ'D SSP WALL

23'-0" FROM ALIGNMENT

REQ'D SSP WALL

EXISTING CHANNEL

SUPERIOR ENTRY

RECREATION AREA

PARK POINT

EXISTING GROUND

L A

K E S

U P

E R

IO

R

P R

O T

E C

T E

D S

ID

E

FEDERAL NAVIGATION CHANNEL LINE

CI102

CI

CI

CI

C I1

KEY MAP

TN

'-0

(1 )D

S F

Y

C I1

.d g n

(SEE DETAIL SHEET CI502)

REQ'D CORNER BRACES

SPACED 9'-6" O/C TYP.

REQ'D TIE ROD

TERMINATION OF SSP WALL

REQUIRED ROCK AT

CI501

REQUIRED SPECIAL PILE TERMINATION

#1

#2 #3

#4

#5

#7

#8

#6

SHEET PILE

EXISTING MSZ 18-375

INTERLOCK TO TIE INTO

PRIOR TO PLACEMENT OF

FOR LAST SHEET PILE

COORDINATE WITH COR

FUTURE INSTALLATION BUILT BY OTHERS

BASE

ALIGNMENT

REQ'D SSP WALL

TURNING POINT

FEDERAL NAVIGATION CHANNEL

S T

A . 1

BY OTHERS (TYP.)

FUTURE INSTALL BUILT

TIE ROD

EXISTING ANCHOR WALLEXISTING ANCHOR WALL

INSTALL BUILT BY OTHERS (TYP.)

AT ANCHOR ROD MID SPAN FUTURE

CONCRETE SUPPORT CRADLE

EXISTING 2'x4'x6" THICK

BY OTHERS (TYP.)

FUTURE INSTALL BUILT

MSZ 18-375 SSP WALL

MONOLITH ON TIMBER PILES

S

A AF

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

R Z

E T

Z N

G A

R A

N T

J

U N

E

N O

R T

H P

IE

R R

E P

A

IR

S U

P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-25.0

-25.0

-25.0

-20.0

-20.0

-20.0 -15.0

-15.0

-15.0

-10.0

-10.0

-5 .0

-5 .0

-5.0

-5.0

-5.0

-5.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

5.0

S T

A

S T

A

CI103

REQUIRED PLAN VIEW

SCALE: 1"= 10'

20'10'

M A

T C

H L

IN

E C I1

4M

A T

C H

L

IN

E C I1

P L

A N V

IE

W R

E Q

U

IR

E D

TN

23'-0" FROM ALIGNMENT

REQ'D SSP WALL

SPACED 9'-6" O/C TYP

REQ'D TIE ROD

10'-0" FROM ALIGNMENT

REQ'D SSP WALL

CI102

CI

CI

CI

C I1

KEY MAP

TN

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

FEDERAL NAVIGATION CHANNEL LINE (1

)D

S F

Y

C I1

.d g n

BASE

ALIGNMENT

REQ'D SSP WALL

TURNING POINT

FEDERAL NAVIGATION CHANNEL

S

A AF

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

R Z

E T

Z N

G A

R A

N T

J

U N

E

N O

R T

H P

IE

R R

E P

A

IR

S U

P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-30.0

-3 .0

-30.0

-30.0

-25.0 -25.0 -25.0

-20 .0

-20.0 -20.0

-15.0-15.0-15.0 -10.0-10.0-10.0

-5.0 -5.0

-5.0 -5.0

-5.0-5.0-5.0-5.0 0.0 0.0 0.0 0.0 0.0

0.00.00.0 0.0

0.0

5.0 5.0 5.0 5.0 5.0

5.05.05.05.05.0

S T

A

S T

A

CI104

REQUIRED PLAN VIEW

SCALE: 1"= 10'

20'10'

M A

T C

H L

IN

E C I1

M A

T C

H L

IN

E C I1

P L

A N V

IE

W R

E Q

U

IR

E D

TN

10'-0" FROM ALIGNMENT

REQ'D SSP WALL

23'-0" FROM ALIGNMENT

REQ'D SSP WALL

SPACED 9'-6" O/C TYP

REQ'D TIE ROD

CI102

CI

CI

CI

C I1

KEY MAP

TN

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

FEDERAL NAVIGATION CHANNEL LINE

(1 )D

S F

Y

C I1

.d g n

BASE

ALIGNMENT

REQ'D SSP WALL

'-0

'-0

S

A AF

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

R Z

E T

Z N

G A

R A

N T

J

U N

E

N O

R T

H P

IE

R R

E P

A

IR

S U

P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-3 .0

-30.0

-30.

-30.0

-30.0-30.0

-25.0 -25.0 -25.0

-20.0 -20.0 -20.0

-15.0-15.0-15.0

-1 .0

-10.0

-10.0 -10.0

-10.0-10.0-10.0

-5.0 -5.0 -5.0 -5.0

-5.0-5.0-5.00.0 0.0 0.0 0.0 0.0

0.00.00.00.00.0

5.0 5.0 5.0 5.0 5.0

5.05.05.05.05.0

S T

A

S T

A

S T

A

CI105

REQUIRED PLAN VIEW

SCALE: 1"= 10'

20'10'

M A

T C

H L

IN

E C I1

M A

T C

H L

IN

E C I1

P L

A N V

IE

W R

E Q

U

IR

E D

TN

10'-0" FROM ALIGNMENT

REQ'D SSP WALL

23'-0" FROM ALIGNMENT

REQ'D SSP WALL

SPACED 9'-6" O/C TYP

REQ'D TIE ROD

CI102

CI

CI

CI

C I1

KEY MAP

TN

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

FEDERAL NAVIGATION CHANNEL LINE

(2 )D

S F

Y

C I1

.d g n

OPTION 1BASE S

T

A

ALIGNMENT

REQ'D SSP WALL

A AF

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

R Z

E T

Z N

G A

R A

N T

J

U N

E

N O

R T

H P

IE

R R

E P

A

IR

S U

P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

-30.0

-30.0

-30.0

-25.0 -25.0 -25.0

-20.0 -20.0 -20.0

-1 5.

-1 .0

-1 5.

-15.0

-15.0-15.0-15.0

-10.0 -10.0 -10.0

-10.0-10.0-10.0

-5.0 -5.0 -5.0

-5.0-5.0-5.0-5.00.0 0.0 0.0 0.0 0.0

0.00.00.00.00.0

5.0 5.0 5.0 5.0 5.0

5.05.05.05.05.0

S T

A

S T

A

S T

A

CI106

REQUIRED PLAN VIEW

SCALE: 1"= 10'

20'10'

M A

T C

H L

IN

E C I1

P L

A N V

IE

W R

E Q

U

IR

E D

TN

10'-0" FROM ALIGNMENT

REQ'D SSP WALL

23'-0" FROM ALIGNMENT

REQ'D SSP WALL

SPACED 9'-6" O/C TYP

REQ'D TIE ROD

CI102

CI

CI

CI

C I1

KEY MAP

TN

EXISTING CHANNEL

SUPERIOR ENTRY

LAKE SUPERIOR

PROTECTED SIDE

FEDERAL NAVIGATION CHANNEL LINE

(2 )D

S F

Y

C I1

.d g n

OPTION 2OPTION 1

CI501

REQUIRED SPECIAL PILE TERMINATION

S T

A

S T

A

ALIGNMENT

REQ'D SSP WALL

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

R Z

E T

Z N

G A

R A

N T

J

U N

E

N O

R T

H P

IE

R R

E P

A

IR

S U

P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N

O

L

IC

IT

A T

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N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

CI301

C R

O S

S -S

E C

T

IO

N S

R E

Q 'D

SCALE: 1"=10'

REQ'D CROSS SECTION

SSP WALL & SSP WALL

STATION 11+20 TO 12+00

-5 LWD (MIN.)

0 LWD (MAX. ) TO

SCALE: 1"=10'

REQ'D CROSS SECTION

SSP WALL & SSP WALL

REQ'D WALE

REQ'D SSP SECTION

+3 LWD

+10 LWD

+8 LWD

C H

A N

N E

L S

ID

E C

H A

N N

E L S

ID

E

P R

O T

E C

T E

D S

ID

E

P R

O T

E C

T E

D S

ID

E

-55 LWD -55LWD

STATION 10+65 TO 11+20

+0 LWD = 601.1 (IGLD 85)

P R

O T

E C

T E

D S

ID

E

+5 LWD TO 0 LWD

EXISTING GROUND

REQ'D WALE

REQ'D SSP SECTION

+3 LWD

+10 LWD

+8 LWD

+0 LWD = 601.1 (IGLD 85)

7'

C H

A N

N E

L S

ID

E

REQ'D WALE

REQ'D SSP SECTION

+3 LWD

+10 LWD

+8 LWD

+0 LWD = 601.1 (IGLD 85)

-15 LWD (MIN.)

-5 LWD (MAX. ) TO

-55LWD

REQ'D CROSS SECTION

SSP WALL & SSP WALL

STATION 12+20 TO 20+00

SCALE: 1"=10'

7'

7'

7'

PROTECTED SIDE

EXISTING GROUND ON

TO MATCH HEIGHT OF

REQ'D 3" BALLAST STONE

STONE TO 6.5 LWD

REQ'D 3" BALLAST

INSTALL TIEROD

MONOLITH REMOVED TO

FOR AREA OF CONCRETE

REQ'D 3" BALLAST STONE

INSTALL TIEROD

MONOLITH REMOVED TO

FOR AREA OF CONCRETE

REQ'D 3" BALLAST STONE

INSTALL TIEROD

MONOLITH REMOVED TO

FOR AREA OF CONCRETE

REQ'D 3" BALLAST STONE

(2 )D

S F

Y

C I3

.d g n

23'10'10' 23'

10' 23'

STONE TO +6.5 LWD

REQ'D 3" BALLAST

7'

AT WALL MINIMUM

5' THICKNESS

SCOUR STONE

PLACE 600-1000 LB

AT WALL MINIMUM

5' THICKNESS

SCOUR STONE

PLACE 600-1000 LB

AT WALL MINIMUM

5' THICKNESS

SCOUR STONE

PLACE 600-1000 LB

CENTERS

5' ALTERNATING

STEEL TAMs ON

REQ'D SCH. 40

SCALE: 1"=5'

S

ID

E C

H A

N N

SCALE: 1"=10'

SECTION

REQ'D SSP

STONE TO 6.5 LWD

REQ'D 3" BALLAST

SECTION

REQ'D SSP

10' C/C TYP.

STAGGERED

STEEL TAMs

REQ'D SCH. 40

10' TYP.

TYP.

5'

PIER

CONCRETE

EXISTING

STONE TO 6.5 LWD

REQ'D 3" BALLAST

SIDE ONLY

ON CHANNEL

FILL TO +2.0 LWD

REQ'D GROUT

CHANNEL SIDE

SECTION

REQ'D SSP

C/L EX. PIER

GROUTING LAYOUT CROSS SECTION

TYPICAL TUBE A MANCHETTE (TAM)

GROUTING LAYOUT PLAN VIEW

TYPICAL TUBE A MANCHETTE (TAM)

5'5'

5'

ELEV. -22 L.W.D.

ELEV. -22 L.W.D.

ELEV. -22 L.W.D.

REQ'D WALE

REQ'D WALE

REQ'D WALE

NOTE: TAM'S NOT SHOWN FOR CLARITY

NOTE: SEE DETAILS 2, 4, 5 AND 7 ON SHEET C-501 FOR SSP & WALE CONFIGURATION.

NOTE: TAM'S NOT SHOWN FOR CLARITY

NOTE: SEE DETAILS 2, 4, 5 AND 7 ON SHEET C-501 FOR SSP & WALE CONFIGURATION.

NOTE: TAM'S NOT SHOWN FOR CLARITY

NOTE: SEE DETAILS 2, 4, 5 AND 7 ON SHEET C-501 FOR SSP & WALE CONFIGURATION.

REQ'D WALE

+3 LWD

+2 LWD

ON CHANNEL SIDE ONLY

3" BALLAST STONE TO +2.0 LWD

REQ'D GROUT FILL OF

ON CHANNEL SIDE ONLY

3" BALLAST STONE TO +2.0 LWD

REQ'D GROUT FILL OF

SIDE ONLY

+2.0 LWD ON CHANNEL

3" BALLAST STONE TO

REQ'D GROUT FILL OF

ON CHANNEL SIDE ONLY

3" BALLAST STONE TO +2.0 LWD

REQ'D GROUT FILL OF

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

R Z

E T

Z N

G A

R A

N T

J

U N

E

N O

R T

H P

IE

R R

E P

A

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S U

P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N

O

L

IC

IT

A T

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N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

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N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

CI501

REQ'D TIE ROD CONNECTION

SSP/WALE TENSION BOLT

5/16"

TYP

5/16"

TYP

TYP

1/4" 3"

ELEV. +3 LWD

TYP 5/16

(TYP)

ASTM A-615 GR 75 TIE ROD

REQ'D #18 (2 1/4" NOM DIA)

5/16"

TYP

CI501

CI501

CI501

CI501

CI501

CI501

CI501

REQ'D TIE ROD CONNECTION

PLATES (TYP)

REQ'D WALE SEPARATOR

RECOMMENDATION

& WASHER PER MFR'S

REQ'D TIE ROD NUT

DIA. DRILLED HOLE

PLATE W/ 2 1/2"

10"X10"X2" TH

(TYP)

GR A 36 SEPARATOR PLATE

REQ'D 3"X12"X5/8" TH

REQ'D WALE SEPARATOR PLATE

BOLT (2/CONNECTION)

REQ'D 7/8" DIA. A325

HOLE IN SSP

REQ'D 1" DIA

MFT'S RECOMMENDATION

REQ'D NUT& WASHER PER

SCALE:3/4"=1'

0 1' 2' 3'

SCALE: 3"=1'

3" 6" 9" 12"

SCALE: 3"=1'

3" 6" 9" 12"

SCALE: 3"=1'

3" 6" 9" 12"

TO BACKING BARS.

1. ALL NUTS SHALL BE TACK WELDED

GENERAL NOTE:

GR. 50 WALES

ASTM A572

REQ'D 2 - C12X30

GR. 50 WALES

ASTM A572

REQ'D 2 - C12X30

GR. 50 WALES

ASTM A572

REQ'D 2 - C12X30

PLATE W/ 15/16" HOLE DRILLED

REQ'D 3"X3"X1/2" GR A 36

(2 )D

S F

Y

C I5

.d g n

INTERLOCK

ADDITIONAL WELDED

Z CORNER W/

APPROVAL BY THE COR.

SUBMITTAL AND

FILLED. REQUIRED

GROUT VOID TO BE

EQUAL TO SSP

TIP ELEVATION

INTERLOCK

WELDED

PIPE PILE W/

ASTM A 572, GR 50

LC SSP

EXISTING CONCRETE PIER

NOTE: C-CHANNEL CAP NOT SHOWN FOR CLARITY

R E

Q U

IR

E D S

S P C

O N

N E

C T

IO

N D

E T

A

IL

S

REQ'D SSP WALL

CI501

SCALE:3/4"=1'

0 1' 2' 3'

NOTE: C-CHANNEL CAP NOT SHOWN FOR CLARITY

LC SSP

TYPICAL SSP WALL ASSEMBLY DETAIL

(TYP.)

TENSION BOLT

REQ'D SSP

ASTM A-615 GR 75 TIE ROD (TYP)

REQ'D #18 (2 1/4" NOM DIA)

ASTM A572 GR. 50 WALES

REQ'D 2 -C12X30

F

E E

T F

R O

M C /L O

F E

X P

IE

R O

N C

H A

N N

E L S

ID

E

F

E E

T F

R O

M C /L O

F E

X P

IE

R O

N T

H E P

R O

T E

C T

E D S

ID

EMONOLITH

OF CONCRETE

BOTTOM EDGE

TO CLEAR

APPROX. 3 FEET

L E

N G

T H V

A R

IE

S

NOTE: REQUIRED WALE SPLICE NOT SHOWN FOR CLARITY

REQUIRED SSP WALL

GR. 50 BACKING PLATE

ASTM A572

REQ'D 7"X14"X3/4"

REQ'D SPECIAL PILE TERMINATION

CI503CI503

CI503

OPTION 2 SPECIAL PILE TERMINATION @ STA. 10+65 & STA.20+00

OPTION 1 SPECIAL PILE TERMINATION @ STA. 10+65 & STA.19+50

BASE SPECIAL PILE TERMINATION @ STA. 10+65 & STA.17+70

NOTE: LOCATION OF SPECIAL PILE TERMINATION BASED ON OPTION SELECTED.

9'-6" MAX. SPACING

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

R Z

E T

Z N

G A

R A

N T

J

U N

E

N O

R T

H P

IE

R R

E P

A

IR

S U

P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

CI502

L

L

L

L

TENSION BOLTS

REQ'D SSP/WALE

A325 BOLTS

PLATE W/ (8) 7/8" DIA

REQ'D 3" THICK FILL

C12X30 WALE C

C

X W

A L E C

CI501

REQ'D CORNER BRACES

SCALE:3/4"=1'

0 1' 2' 3'

MANUFACTURER

MAY VARY BASED ON SSP

EXACT PILE CONFIGURATION

M A

X

8' MAX. 5' MAX.

M A

X

M A

X

REQ'D CORNER PILE

CORNER BRACES

C REQ'D C12X30

L

(2 )D

S F

Y

C I5

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(6) BOLTS @ BRACE (TYP)

(6) BOLTS @ WALE &

(12) 7/8" DIA. A325 BOLTS

REQ'D 3" THICK FILL PLATE

REQUIRED SSP C

R E

Q U

IR

E D S

S P C

2'-4 1/4 "

CI502

REQ'D LADDER GRAB RAIL

+0 LWD 601.1

LADDER RUNG (TYP)

REQ'D 1 1/2" DIA STEEL

TOP +10 LWD

SCALE:3/4"=1'

0 1' 2' 3'

TO FIT Z-TYPE SSP WALL

REQ'D 3/8" THICK BENT PLATE CAP

SAFETY ORANGE TO LWD

COATS OF INTERNATIONAL

GRAB BAR AND RUNGS 2

PAINT SSP LADDER WELL,

REQ'D SSP WALL

2. LADDERS TO BE PLACED EVERY 200 FEET ALONG SSP WALL

1. EXTEND LADDER DOWN TO -3 LWD

NOTE:

REQ'D LADDER GRAB RAIL

GRAB BAR (TYP)

REQ'D 1 1/2" DIA

TYP

3/16

2"

REQ'D AT EACH FLANGE (TYP)

STD WASHER & NUTS

3/4" DIA A325 BOLTS W/

TYP 5/16 CL SSP

R U

N G

S

O .C

CI502

TOP +10 LWD

1'-5 1/4 "

SCALE:1"=1'

1' 2'

REQ'D SSP WALL

C O

R N

E R B

R A

C E D

E T

A

IL

S R

E Q

U

IR

E D S

S P L

A D

D E

CI502

LADDER RUNG (TYP)

REQ'D 1 1/2" DIA STEEL

LADDER LOCATIONS

LENGTH OF WALL EXCEPT AT

CONTINUOUS ALONG ENTIRE

CAP TO FIT SSP WALL

REQ'D 3/8" THICK BENT PLATE

TO CLEAR REQ'D TIE ROD

ADJUST EXACT LOCATION OF PLATES

OF BRACE W/ (2) 7/8" DIA. A325 BOLTS

REQ'D 3" THICK FILL PLATES @ MIDSPAN

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

N Z

W

X K -X

X -X -0

B M

T S

M

IT

H

N O

R T

H I

N N

E R -W

A L L R

E P

A

IR

S U

P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

Detroit District of Engineers

US Army Corps

CI503

SCALE: 3"=1'

3" 6" 9" 12"

/2

/2

/2

/2

1 1/2 " 7" 1 1/2 "

10"

3"3 1/2 " 3 1/2 "

BOLT (TYP)

REQ'D 1" GRADE A325

REQ'D C12X30 (TYP)

C BOLTL

C BOLTL

C BOLTL

C BOLTL

C B

O L T

L C B

O L T

L

SCALE: 3"=1'

3" 6" 9" 12"

5/16

5/16

/2

/2

/2

/2

REQ'D C12X30 (TYP)

5/16"

TYP

5/16"

TYP

-O

C T

REQ'D 1" A36 PLATE

/2

/2

C P

L A

T E

L

CI503

REQ'D 1" A36 PLATE

LC PLATE

MT 100%

BACKGOUGE, UT 100%

BACKGOUGE, UT 100%

/2

/2

ULTRASONIC TESTING. RETEST DEFECTIVE AREAS AFTER REPAIR.

MAGNETIC PARTICLE TESTING SHALL BE USED ONLY IN AREAS INACCESSIBLE TO

WELDS MADE BY AN INDIVIDUAL WELDER ARE REQUIRED TO BE TESTED,

MAGNETIC PARTICLE (FILLET WELDS ONLY), OR ULTRASONIC TESTING. WHEN ALL

BY TESTING, THEN ALL WELDS MADE BY THAT WELDER SHALL BE TESTED BY

IF MORE THAN 20% OF WELDS MADE BY A WELDER CONTAIN DEFECTS IDENTIFIED

SHALL BE TESTED USING MAGNETIC PARTICLE (MT) METHODS.

ULTRASONICALLY TESTED (UT). 100% OF THE CHANNEL WEB FILLET WELDS

OF ALL WELDS SHALL BE VISUALLY INSPECTED (VT). 100% OF CJP WELDS

FABRICATIONS INSPECTION AND TESTING AND VERIFICATION INSPECTIONS. 100%

4. FURNISH THE SERVICES OF AWS-CERTIFIED WELDING INSPECTORS FOR

3. ALL BOLTED CONNECTIONS SHALL BE FULLY TENSIONED.

H. PLACE THE FLANGE GROOVE WELDS (AWS TC-U4b-GF).

THE BACKER FILLET WELDS.

G. BACKGOUGE THE ROOT OF THE BEVEL TO REMOVE ANY CONTAMINANTS FROM

CHANNEL FLANGES.

F. PLACE THE BACKING FILLET WELDS ON THE CHANNEL WEB SIDE OF THE

E. PLACE THE REQUIRED WEB WELDS.

D. PREPARE THE SURFACES AS REQUIRED BY AWS D1.1 SPECIFICATIONS.

C. PREHEAT THE SPECIMENS AS REQUIRED BY AWS D1.1 SPECIFICATIONS

B. FIT UP THE END-PLATE AND CHANNEL WITH A MINIMUM ROOT OPENING.

2. REQUIRED WELD SEQUENCE:

1. ALL WELDING SHALL BE COMPLETED TO MEET THE REQUIREMENTS OF AWS D1.1

GENERAL NOTE:

REQ'D 1" A36 PLATE

REQ'D C12X30 (TYP)

LC PLATE LC PLATE

TO PLATE

PERPENDICULAR

THIS WALE

C12X30 (TYP)

REQ'D

SCALE: 3"=1'

3" 6" 9" 12"

ASSEMBLED MOMENT SPLICE

GRADE A325 BOLT (TYP)

REQ'D 1" ASTM F3125

GRADE A325 BOLT (TYP)

REQ'D 1" ASTM F3125

CHANNEL SIDE

LAND SIDE

P L

A T

E D

E T

A

IL

S R

E Q

U

IR

E D S

P L

IC

E

THE REQUIRED WALE CUT VARIES

(2 )D

S F

Y

C I5

.d g n

CI503

CI503

CI503

MOMENT SPLICE SECTION

MOMENT SPLICE SECTION

CI503

95% BCOES REVIEW

E

Y

Y

T

P S

C O

R

G

IN

E E

R S

D E

T R

T R

IC

T

In c r e a s e

P r o f it .S u b m it

V

E C

P 'S

V a g in e e r

T R

O

IT

M

IC

H

IG

A N

D E

T R

O

IT

D

IS

T R

IC

T

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

X

N /A

P

R O

S S

W

X K -1

-B -0

T S

M

IT

H

B

K O

R Z

E T

Z N

G A

R A

N T

J

U N

E

N O

R T

H P

IE

R R

E P

A

IR

S U

P E

R

IO

R E

N T

R Y

D U

L U

T H

M N

S T L

O U

IS

C

O U

N

O

L

IC

IT

A T

IO

N N

O

F

IL

E N

A M

E

D W

N B

Y

C K

D B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

D

2 3

C

4 5

A

B

M A

R K

A P

P R

D A

T E

F

IL

E N

U M

B E

R

S

IZ

E

S U

B M

IT

T E

D B

Y

P L

O T S

C A

L E

P L

O T D

A T

E

D A

T E

M A

R K

D E

S C

R

IP

T

IO

N

C O

N T

R A

C T N

O

D A

T E

A P

P R

SHEET OF

IDENTIFICATION

SHEET

Detroit District of Engineers

US Army Corps

RR101

(2

D S

F Y

R R

.d g n

R E

A L E

S T

A T

E P

L A

N

MINNESOTA POINT

REAL ESTATE PLAN

SCALE: 1"= 200'

400'200'

TN

AREA

STORAGE

REQUIRED

WORK AREA

REQUIRED

MINNESOTA

WISCONSIN

MICHIGAN

ILLINOIS

INDIANA

OHIO

LAKE SUPERIOR

GEORGIAN

BAY

LA

KE

ERI

CANADA

LAKE HURON

MICHIGAN

LAKE

US Army Corps of Engineers

Detroit District

N

LOCATION MAP

CHICAGO

DETROIT

LANSING

GREEN BAY

INTERNATIONAL

I N T E R

N A T I

O N

A L

BOUNDARY

BOUNDARY

DULUTH

LOCATION

PROJECT

SCALE:1"=40,000'

80000'40000'

VICINITY MAP

W A R

Y

S U P E R I

O

A

N N E

U

I

O

N N

O

I

N T

M a t

PROJECT SITE

W I S C O N S I N

S U P E R I O R

L A K E

S U P E R I O R

M I

N N E S

O

I

N T

S U P E R I

O R

E

N T R

Y

P O I

N T

W I S C

O N S I

N

NN

SCALE:1"=4000'

8000'4000'

C H

AN

N

EL

SU

PER

IO

R E

N

TR

Y

(0.40 AC.)

STORAGE AREA

REQUIRED

(1.30 AC.)

WORK AREA

REQUIRED

LEGEND

POINT

WISCONSIN

TN

SCALE: 1"= 400'

400'200'

AREA

STORAGE

REQUIRED

(1.15 AC.)

STORAGE AREA

REQUIRED

LEGEND

R

IC

H A

R D I. B

O N

G B

R

ID

G E

IN

T E R S T A T E

FACILITY

ERIE PIER

ERIE PIER REAL ESTATE PLAN

S A

IN

T L

O U

IS

R

IV

E R

2FACILITY

ERIE PIER

S A I N T

L O U I S

R I V E R

R I

C E S

P

O I

N