Drawings_-_W911XK18B0002_Part_2_of_2.pdf

GT-08

LRROC-AC

LRROC-AD

LRROC-AE

LRROC-G

LRROC-PW-13

LRROC-PW-13A

LRROC-PW-14

LRR-ZIC-D

OC14-SC-43

OC14-SC-44

OC14-SC-45

OC14-SC-46

OC14-SC-47

OC14-SC-48

OC14-SC-49

OC14-SC-50

RRSS-03-07

RRSS-04-07

STB-08

STB-09

STB-10

Ford Motor Co. Severstal

Varadee Dunakis

Charles H. Sprau

Richard Truchan

City of Detroit

US Steel

International

Transmission Co.

DU-36

DU-37

DU-38

DU-40

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O

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M

O

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W

M

O

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W

M

O

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W

M

O H

W M

L W

D

L

W

D

L

W

D

L

W

D

L

W

D

L

W

D

C

DELRAY

CONNECTING

SWING BRIDGE

EXISTING BRIDGE

FENDER SYSTEM

EXISTING BRIDGE

FENDER SYSTEM

AERIAL

CABLE

UTILITY 38

UTILITY 39

C-300

C-301

C-302

C-303

C-304

C-305

J u n p m b h u r r y

H

S y r a c u s e

C

A D

P o j e c t s

R o u g e

R i v e r C o n s t r u c t i o n

P l a n s s i g n

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PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018

SCALE IN FEET

30 60

NORTH

S E

E

S

H E

E T

C

M A

T C

H L

I N

E

SEDIMENT REMOVAL PLANS

(5 OF 6)

C-304

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

KEY PLAN

NOT TO SCALE

NORTH

LEGEND:

EXISTING UTILITIES

NAVIGATION CHANNEL BOUNDARY

NAVIGATION CHANNEL CENTERLINE

EXISTING CONTOURS (FEET NGVD88)

(1-FOOT INTERVAL)

DEBRIS

DREDGE UNIT

DU-1

575.37 FEET NAVD88

(ORDINARY HIGH WATER MARK)

571.27 FEET NAVD88

(LOW WATER DATUM)

OHWM

LWD

SAMPLE LOCATION

GT-XX

NOTES:

1. GOVERNMENT TO PROVIDE

ELECTRONIC VERSION OF REQUIRED

DREDGE GRADE LINES TO

CONTRACTOR FOR CONSTRUCTION.

2. TARGET DREDGE CONTOURS SHOWN

OUTSIDE OF THE DREDGE UNIT

BOUNDARIES REPRESENT REQUIRED

DAYLIGHT SLOPES TO TIE INTO THE

SURROUNDING EXISTING BATHYMETRY.

US Steel

PROPERTY OWNERS

PARCEL BOUNDARIES

TARGET DREDGE CONTOURS

(FEET NGVD88) (1-FOOT INTERVAL)

OPEN SHORELINE WITH RIPRAP OR

OTHER EROSION PROTECTION

OTHER SHORELINE INFRASTRUCTURE

AutoCAD SHX Text

TOWER

AutoCAD SHX Text

WALL

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GATE

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PIER

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BULKHEAD

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BULKHEAD

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BULKHEAD

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CONCRETE

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CONCRETE

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PILINGS

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PILINGS

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PILINGS

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CONCRETE

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TOWER

AutoCAD SHX Text

WRECK

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WEST JEFFERSON AVE.

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SUBMERGED CABLE

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SUBMERGED CABLE

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NO.

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ISSUE/DESCRIPTION

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DATE

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BY

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APPROVED:

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APPROVED:

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GT-09

LRROC-AI

LRROC-AJ

LRROC-AM

LRROC-PW-16

LRR-ZIC-E

OC14-GT-16

OC14-SC-57

OC14-SC-58

OC14-SC-59

OC14-SC-60

OC14-SC-61

OC14-SC-62

US Steel

Clawson Concrete, Superior Material & LLC & Edward C. Levy Co.

DU-41

DU-42

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M

O

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M

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O H

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L

W

D

L

W

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L

W

D

L

W

D

L

W

D

L

W

D

C

CAP TYPE A (SEE

SHEET C-700)

C-300

C-301

C-302

C-303

C-304

C-305 n p m b h u r

S y r a c u s e

C o j e c t s

R o u v e r C o n s t r u c t i o n

P l a n s s i g n

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A d w g

C

PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018

SCALE IN FEET

30 60

NORTH

SEDIMENT REMOVAL PLANS

(6 OF 6)

C-305

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

KEY PLAN

NOT TO SCALE

NORTH

DREDGE AND CAP TYPE A

DU-1

LEGEND:

EXISTING UTILITIES

NAVIGATION CHANNEL BOUNDARY

NAVIGATION CHANNEL CENTERLINE

EXISTING CONTOURS (FEET NGVD88)

(1-FOOT INTERVAL)

DEBRIS

DREDGE UNIT

DU-1

PROPOSED TEMPORARY SHORING

575.37 FEET NAVD88

(ORDINARY HIGH WATER MARK)

571.27 FEET NAVD88

(LOW WATER DATUM)

OHWM

LWD

SAMPLE LOCATION

GT-XX

US Steel

PROPERTY OWNERS

PARCEL BOUNDARIES

TARGET DREDGE CONTOURS

(FEET NGVD88) (1-FOOT INTERVAL)

SEE SHEET S-104

NOTES:

1. GOVERNMENT TO PROVIDE ELECTRONIC

VERSION OF REQUIRED DREDGE GRADE

LINES TO CONTRACTOR FOR

CONSTRUCTION.

2. TEMPORARY SHORING SHOWN FOR

ILLUSTRATIVE PURPOSES. SEE SHEET

S-104 FOR TEMPORARY SHORING AND

BACKFILL REQUIREMENTS.

3. TARGET DREDGE CONTOURS SHOWN

OUTSIDE OF THE DREDGE UNIT

BOUNDARIES REPRESENT REQUIRED

DAYLIGHT SLOPES TO TIE INTO THE

SURROUNDING EXISTING BATHYMETRY.

SEE SHEET S-104

FORMER INDUSTRIAL OUTFALL

OPEN SHORELINE WITH RIPRAP OR

OTHER EROSION PROTECTION

DOCK

EXISTING SHEET PILE WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

PIER

AutoCAD SHX Text

PIER

AutoCAD SHX Text

PILING

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

PARKING

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SPOIL AREA

AutoCAD SHX Text

NO.

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ISSUE/DESCRIPTION

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DATE

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BY

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APPROVED:

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APPROVED:

l e v a t i o n n

F e t

Horizontal Distance in Feet

1x Vertical Exaggeration

7+80-7+80'

0 20 40 60 80 100 120 140 160 180 200 220 240

7+80 7+80'

3H:1V

5H:1V

(MAX.)

3H:1V

DU-1

EXTENT OF SLOT DREDGING TO AVOID

DESTABILIZATION OF EXISTING SHEET PILE WALL

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

NAVIGATION CHANNEL = 546.27 FT NAVD88

Required Dredge

Grade Line

Existing

Sheet Pile

Wall (NTS)

0.5 ft Overdredge Allowance

E l e v a t i o n e t

Horizontal Distance in Feet

1x Vertical Exaggeration

11+90-11+90'

0 20 40 60 80 100 120 140 160 180 200 220 240240

3H:1V

3H:1V

3H:1V

DU-7 DU-8 DU-9

Zug Island Ore Dock

DU-6

EXTENT OF SLOT DREDGING TO AVOID

DESTABILIZATION OF EXISTING SHEET PILE WALL

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

NAVIGATION CHANNEL = 546.27 FT NAVD88

Required Dredge

Grade Line

Permanent Sheet

Pile Wall (Installed by Others) (NTS)

Limit of Existing

Pile Supported

Dock (NTS)

Toe Protection

Required Backfill

Elevation = 562.00

FT NAVD 88

0.5 ft Overdredge Allowance n p m b h u r

S y r a c u s e

C o j e c t s

R o u v e r C o n s t r u c t i o n

P l a n s s i g n

S

E D

I M

E N

T

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E M

O V

A

X

E

C d w

SCALE IN FEET

10 20

SEDIMENT REMOVAL CROSS

SECTIONS (1 OF 5)

C-400

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

SCALE:

SECTION

11+90

C-300

1" = 10'

SCALE:

SECTION

7+80

C-300

1" = 10'

LEGEND:

EXISTING BATHYMETRY

PROPOSED DREDGE DESIGN

0.5 FT OVERDREDGE ALLOWANCE

NAVIGATION CHANNEL

TARGET SEDIMENT REMOVAL

BACKFILL

NOTE:

PERMANENT SHEET PILE WALL WILL

BE INSTALLED BY OTHERS AND

ACTUAL LOCATION TO BE FIELD

VERIFIED BY THE CONTRACTOR.

PERMANENT SHEET PILE WALL

SHOWN HERE FOR ILLUSTRATIVE

PURPOSES ONLY AND DOES NOT

REFLECT THE ACTUAL TOE OR TOP

ELEVATION OF SHEETING.

PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018

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NO.

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ISSUE/DESCRIPTION

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DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APPROVED:

APPROVED:

e v a t i o n i n

F e e t

Horizontal Distance in Feet

1x Vertical Exaggeration

15+96-15+96'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

DU-12 DU-11

Approx. Building

Location

NAVIGATION CHANNEL = 553.27 FT NAVD88

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

Required

Dredge

Grade Line

Permanent Sheet

Pile Wall (Installed by Others) (NTS)

Approx. Location of

Bridge Fender System

(Timber Piles)

Required Backfill

Elevation = 564.00

FT NAVD 88

Toe Protection

0.5 ft Overdredge

Allowance

E l e v a t i o n e t

Horizontal Distance in Feet

1x Vertical Exaggeration

21+87-21+87'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

3H:1V

3H:1V

DU-20 DU-19

Approx. Shoreline

Location

DU-18

NAVIGATION CHANNEL = 553.27 FT NAVD88

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

Required Dredge

Grade Line

Permanent Sheet

Pile Wall (Installed by Others) (NTS)

Toe Protection

Required Backfill

Elevation = 558.00

FT NAVD 88

0.5 ft Overdredge

Allowance n p m b h u r

S y r a c u s e

C o j e c t s

R o u v e r C o n s t r u c t i o n

P l a n s s i g n

S

E D

I M

E N

T

R

E M

O V

A

E

C d

SCALE IN FEET

10 20

SEDIMENT REMOVAL CROSS

SECTIONS (2 OF 5)

C-401

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

SCALE:

SECTION

15+96

C-301

1" = 10'

LEGEND:

EXISTING BATHYMETRY

PROPOSED DREDGE DESIGN

0.5 FT OVERDREDGE ALLOWANCE

NAVIGATION CHANNEL

TARGET SEDIMENT REMOVAL

BACKFILL

NOTES:

1. PERMANENT SHEET PILE WALL WILL BE

INSTALLED BY OTHERS AND ACTUAL

LOCATION TO BE FIELD VERIFIED BY THE

CONTRACTOR. PERMANENT SHEET PILE WALL

SHOWN HERE FOR ILLUSTRATIVE PURPOSES

ONLY AND DOES NOT REFLECT THE ACTUAL

TOE OR TOP ELEVATION OF SHEETING.

2. PROPOSED TEMPORARY SHORING SHOWN

FOR ILLUSTRATIVE PURPOSES ONLY. SEE

SHEET S-102 FOR ADDITIONAL DETAILS OF

TEMPORARY SHORING AND BACKFILL.

PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018

SCALE:

SECTION

21+87

C-301

1" = 10'

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APPROVED:

e v a t i o n e t

Horizontal Distance in Feet

1x Vertical Exaggeration

25+00-25+00'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

3H:1V

DU-23 DU-24

Approx. Zug Island

Shoreline Location

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

NAVIGATION CHANNEL = 553.27 FT NAVD88

Permanent Sheet

Pile Wall (Installed by Others) (NTS)

Required Backfill

Elevation = 558.00

FT NAVD 88

Toe Protection

0.5 ft Overdredge

Allowance

E l e v a t i o n e t

Horizontal Distance in Feet

1x Vertical Exaggeration

25+79-25+79'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

DU-23 DU-24

Approx. Zug Island

Shoreline Location

Former Detroit Tar

Property

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

NAVIGATION CHANNEL = 553.27 FT NAVD88

Required Dredge

Grade Line

Permanent

Sheet Pile

Wall (Installed by Others)

(NTS)

Proposed Temporary

Sheet Pile Wall B

(NTS) (See Sheet

S-102)

Toe Protection

Temporary sheet pile wall and stabilization backfill shown for illustrative purposes only. See Sheet

S-112 for temporary sheeting and stabilization backfill requirements.

n p m b h u r

S y r a c u s e

C o j e c t s

R o u v e r C o n s t r u c t i o n

P l a n s s i g n

S

E D

I M

E N

T

R

E M

O V

A

E

C d

SCALE IN FEET

10 20

SEDIMENT REMOVAL CROSS

SECTIONS (3 OF 5)

C-402

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

LEGEND:

EXISTING BATHYMETRY

PROPOSED DREDGE DESIGN

0.5 FT OVERDREDGE ALLOWANCE

NAVIGATION CHANNEL

TARGET SEDIMENT REMOVAL

BACKFILL

SCALE:

SECTION

25+00

C-302

1" = 10'

NOTE:

1. WATER INTAKE STRUCTURE AND

PERMANENT SHEET PILE WALL SHOWN FOR

ILLUSTRATIVE PURPOSES ONLY.

CONTRACTOR TO FIELD VERIFY LOCATION

OF STRUCTURES.

PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018

SCALE:

SECTION

25+79

C-302

1" = 10'

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APPROVED:

e v a t i o n e t

Horizontal Distance in Feet

1x Vertical Exaggeration

41+38-41+38'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

3H:1V

DU-38

NAVIGATION CHANNEL = 554.27 FT NAVD88

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

Required Dredge

Grade Line

Approx. Location of Existing

Bridge Fender System

(Timber Piles) (NTS)

0.5 ft Overdredge

Allowance

E l e v a t i o n i n

F e e t

Horizontal Distance in Feet

1x Vertical Exaggeration

37+23-37+23'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

DU-35 DU-36

Approx. Zug Island

Shoreline Location

NAVIGATION CHANNEL = 554.27 FT NAVD88

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

Proposed Temporary

Sheet Pile Wall C

(NTS) (See Sheet

S-103)

Required Dredge

Grade Line

Temporary sheet pile wall and stabilization backfill shown for illustrative purposes only.

See Sheet S-112 for temporary sheeting and stabilization backfill requirements.

n p m b h u r

S y r a c u s e

C o j e c t s

R o u v e r C o n s t r u c t i o n

P l a n s s i g n

S

E D

I M

E N

T

R

E M

O V

A

E

C d

SCALE IN FEET

10 20

SEDIMENT REMOVAL CROSS

SECTIONS (4 OF 5)

C-403

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

LEGEND:

EXISTING BATHYMETRY

PROPOSED DREDGE DESIGN

0.5 FT OVERDREDGE ALLOWANCE

NAVIGATION CHANNEL

TARGET SEDIMENT REMOVAL

BACKFILL

SCALE:

SECTION

41+38

C-304

1" = 10'

PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018

SCALE:

SECTION

37+23

C-303

1" = 10'

NOTE:

1. EXISTING FENDER SYSTEM SHOWN FOR

ILLUSTRATION PURPOSES ONLY.

CONTRACTOR TO VERIFY LOCATION OF

FENDER SYSTEM.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APPROVED:

e v a t i o n e t

Horizontal Distance in Feet

1x Vertical Exaggeration

61+88-61+88'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

DU-42

Approx. Zug Island

Shoreline Location

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

NAVIGATION CHANNEL = 550.27 FT NAVD88

Required

Dredge

Grade Line

Approx. Existing

Wall Location

Proposed Temporary

Sheet Pile Wall E

(NTS) (See Sheet

S-104)

Temporary sheet pile wall and stabilization backfill shown for illustrative purposes only. See Sheet S-112 for temporary sheeting and stabilization backfill requirements.

n p m b h u r

S y r a c u s e

C o j e c t s

R o u v e r C o n s t r u c t i o n

P l a n s s i g n

S

E D

I M

E N

T

R

E M

O V

A

E

C d

SCALE IN FEET

10 20

SEDIMENT REMOVAL CROSS

SECTIONS (5 OF 5)

C-404

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

SCALE:

SECTION

61+88

C-305

1" = 10'

LEGEND:

EXISTING BATHYMETRY

PROPOSED DREDGE DESIGN

0.5 FT OVERDREDGE ALLOWANCE

NAVIGATION CHANNEL

TARGET SEDIMENT REMOVAL

BACKFILL

PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APPROVED:

GT-07

GT-07A

LRR-HS6-DOWN1

LRR-HS6-DOWN2

LRROC-AA

LRROC-AB

LRROC-AC

LRROC-AT

LRROC-PW-10

LRROC-PW-11

LRROC-PW-12

LRROC-Z

LRR-ZIC-D

OC14-GT-07

OC14-GT-09

OC14-GT-13

OC14-GT-14

OC14-GT-15

OC14-SC-34

OC14-SC-35

OC14-SC-36

OC14-SC-37

OC14-SC-38

OC14-SC-39

OC14-SC-40

OC14-SC-41

OC14-SC-42

OC14-SC-43

OC14-SC-71

STB-08

O

H

W

M

O

H

W

M

O H

W M

O H

W M

O H

W M

O

H

W

M

L W

D

L W

D

L W

D

L W

D

L W

D

L W

D

AK STEEL WATER INTAKE

PERMANENT SHEET PILE WALL (TO BE

INSTALLED BY OTHERS AND FIELD

VERIFIED BY CONTRACTOR)

CAP TYPE B (SEE

SHEET C-700)

Ford Motor Co. Severstal

US Steel

MAXIMUM ALLOWABLE CAP

THICKNESS OF 47 INCHES

REQUIRED IN DU 32. SEE

NOTE ON SHEET C-700

Ferriss Marine

DU-27

DU-28

DU-29

DU-30

DU-31

DU-32

DU-33

DU-34

DU-35

C

C

C

C

C-500

C-501 n p m b h u r

S y r a c u s e

C o j e c t s

R o u v e r C o n s t r u c t i o n

P l a n s s i g n

C

A P

P I N

G

P

L A d

PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018

SCALE IN FEET

30 60

NORTH

CAPPING PLANS (1 OF 2)

C-500

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

KEY PLAN

NOT TO SCALE

NORTH

DREDGE AND CAP TYPE B

DU-1

LEGEND:

EXISTING UTILITIES

NAVIGATION CHANNEL BOUNDARY

NAVIGATION CHANNEL CENTERLINE

EXISTING CONTOURS (FEET NGVD88)

(1-FOOT INTERVAL)

OPEN SHORELINE WITH RIPRAP OR

OTHER EROSION PROTECTION

DEBRIS

DREDGE UNIT

DU-1

PROPOSED TEMPORARY SHORING

575.37 FEET NAVD88

(ORDINARY HIGH WATER MARK)

571.27 FEET NAVD88

(LOW WATER DATUM)

OHWM

LWD

PERMANENT SHEET PILE WALL (TO BE

INSTALLED BY OTHERS AND FIELD

VERIFIED BY CONTRACTOR)

CURRENT CSO

SAMPLE LOCATION

GT-XX

TARGET DREDGE CONTOURS

(FEET NGVD88) (1-FOOT INTERVAL)

US Steel

PROPERTY OWNERS

PARCEL BOUNDARIES

CAP CONTROL POINT

NOTE:

CAP CONTROL POINTS SHOWN

INDICATE LIMITS OF CAP.

SLOT DREDGE AREAS

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text T

AutoCAD SHX Text

(INTAKE)

AutoCAD SHX Text

GATE

AutoCAD SHX Text 27-A

AutoCAD SHX Text

OPEN STORAGE

AutoCAD SHX Text

WALL

AutoCAD SHX Text

OPEN STORAGE

AutoCAD SHX Text

OPEN STORAGE

AutoCAD SHX Text

TR

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

APPROXIMATE LOCATION

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

APPROVED:

GT-09

LRROC-AI

LRROC-AJ

LRROC-AM

LRROC-PW-16

LRR-ZIC-E

OC14-GT-16

OC14-SC-57

OC14-SC-58

OC14-SC-59

OC14-SC-60

OC14-SC-61

OC14-SC-62

O

H

W

M

O

H

W

M

O

H

W

M

O

H

W

M

O H

W M

O H

W M

L

W

D

L

W

D

L

W

D

L

W

D

L

W

D

L

W

D

CAP TYPE A (SEE

SHEET C-700)

Clawson Concrete, Superior Material & LLC & Edward C. Levy Co.

US Steel

DU-41

DU-42

C

C-500

C-501 n p m b h u r

S y r a c u s e

C o j e c t s

R o u v e r C o n s t r u c t i o n

P l a n s s i g n

C

A P

P I N

G

P

L A d

PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018

SCALE IN FEET

30 60

NORTH

CAPPING PLANS (2 OF 2)

C-501

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

KEY PLAN

NOT TO SCALE

NORTH

DREDGE AND CAP TYPE A

DU-1

LEGEND:

NAVIGATION CHANNEL BOUNDARY

NAVIGATION CHANNEL CENTERLINE

EXISTING CONTOURS (FEET NGVD88)

(1-FOOT INTERVAL)

EXISTING SHEET PILE WALL

OPEN SHORELINE WITH RIPRAP OR

OTHER EROSION PROTECTION

DOCK

DEBRIS

DREDGE UNIT

DU-1

PROPOSED TEMPORARY SHORING

575.37 FEET NAVD88

(ORDINARY HIGH WATER MARK)

571.27 FEET NAVD88

(LOW WATER DATUM)

OHWM

LWD

PROPOSED CONTOURS (FEET NGVD88)

(1-FOOT INTERVAL)

SAMPLE LOCATION

GT-XX

US Steel

PROPERTY OWNERS

PARCEL BOUNDARIES

NOTE:

CAP CONTROL POINTS SHOWN

INDICATE LIMITS OF CAP.

CAP CONTROL POINT

FORMER INDUSTRIAL OUTFALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

WALL

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

PIER

AutoCAD SHX Text

PIER

AutoCAD SHX Text

PILING

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

PARKING

AutoCAD SHX Text

SPOIL AREA

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APPROVED:

AutoCAD SHX Text

APPROVED:

e v a t i o n i n

F e e t

Horizontal Distance in Feet

1x Vertical Exaggeration

33+73-33+73'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

3H:1V

3H:1V

DU-31 DU-32

Approx. Shoreline

Location

NAVIGATION CHANNEL = 554.27 FT NAVD88

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

AK Steel

Water Intake

Structure

(NTS)

Required Dredge

Grade Line

0.5 ft Overdredge

Allowance

E l e v a t i o n e t

Horizontal Distance in Feet

1x Vertical Exaggeration

34+17-34+17'

0 20 40 60 80 100 120 140 160 180 200 220 240240

3H:1V

3H:1V

LIMIT OF CAP B

MAXIMUM ALLOWABLE CAP

THICKNESS OF

47 INCHES IS REQUIRED IN DU 32.

SEE NOTE 5 ON SHEET C-700

DU-33 DU-32

Approx. Shoreline

Location

(Zug Island)

NAVIGATION CHANNEL = 554.27 FT NAVD88

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

AK Steel

Water Intake

Structure

(NTS)

Required Dredge

Grade Line n p m b h u r

S y r a c u s e

C o j e c t s

R o u v e r C o n s t r u c t i o n

P l a n s s i g n

C

A P

P I N

G

P

L A

E

C d

PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018

SCALE IN FEET

10 20

CAPPING PLAN CROSS

SECTIONS (1 OF 3)

C-600

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

LEGEND:

EXISTING BATHYMETRY

BACKFILL ELEVATION

PROPOSED DREDGE DESIGN

0.5 FT OVERDREDGE ALLOWANCE

NAVIGATION CHANNEL

TARGET SEDIMENT REMOVAL

PROPOSED CAP CHEMICAL

ISOLATION LAYER

PROPOSED CAP FILTER LAYER

PROPOSED CAP ARMOR LAYER

SCALE:

SECTION

33+73

C-500

1" = 10'

SCALE:

SECTION

34+17

C-500

1" = 10'

NOTES

1. POST-DREDGE GRADE LINE MAY VARY FROM

THAT SHOWN ON CROSS SECTIONS.

CONTRACTOR TO PLACE CAP LAYERS AS

SHOWN IN ACCORDANCE WITH TECHNICAL

SPECIFICATIONS AND DETAILS ON SHEET

C-700. CAPS SHOWN WITH ALLOWABLE

OVERPLACEMENT THICKNESS (I.E., MAXIMUM

ALLOWABLE CAP THICKNESS).

2. WATER INTAKE STRUCTURE SHOWN FOR

ILLUSTRATIVE PURPOSES ONLY.

CONTRACTOR TO FIELD VERIFY LOCATION

OF STRUCTURES.

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APPROVED:

e v a t i o n e t

Horizontal Distance in Feet

1x Vertical Exaggeration

35+32-35+32'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

3H:1V

LIMIT OF CAP B

Approx. Zug Island

Shoreline Location

DU-34

NAVIGATION CHANNEL = 554.27 FT NAVD88

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

Water Intake

Structure

Headwall

(NTS)

Required Dredge Grade

Line (See Sheet C-700 for

Capping Requirement)

0.5 ft Overdredge

Allowance

E l e v a t i o n e t

Horizontal Distance in Feet

1x Vertical Exaggeration

36+71-36+71'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

LIMIT OF CAP B

DU-34

Approx. Shoreline

Location

(Zug Island)

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

NAVIGATION CHANNEL = 554.27 FT NAVD88

Approximate

Location of

Shoreline

Required Dredge

Grade Line n p m b h u r

S y r a c u s e

C o j e c t s

R o u v e r C o n s t r u c t i o n

P l a n s s i g n

C

A P

P I N

G

P

L A

E

C d

PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018

SCALE IN FEET

10 20

CAPPING PLAN CROSS

SECTIONS (2 OF 3)

C-601

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

SCALE:

SECTION

36+71

C-500

1" = 10'

LEGEND:

SCALE:

SECTION

35+32

C-500

1" = 10'

NOTES:

1. POST-DREDGE GRADE LINE MAY VARY

FROM THAT SHOWN ON CROSS SECTIONS.

CONTRACTOR TO PLACE CAP LAYERS AS

SHOWN IN ACCORDANCE WITH TECHNICAL

SPECIFICATIONS. CAPS SHOWN WITH

ALLOWABLE OVERPLACEMENT THICKNESS

(I.E., MAXIMUM ALLOWABLE CAP

THICKNESS).

2. WATER INTAKE STRUCTURE SHOWN FOR

ILLUSTRATIVE PURPOSES ONLY.

CONTRACTOR TO FIELD VERIFY LOCATION

OF STRUCTURES.

EXISTING BATHYMETRY

BACKFILL ELEVATION

PROPOSED DREDGE DESIGN

0.5 FT OVERDREDGE ALLOWANCE

NAVIGATION CHANNEL

TARGET SEDIMENT REMOVAL

PROPOSED CAP CHEMICAL

ISOLATION LAYER

PROPOSED CAP FILTER LAYER

PROPOSED CAP ARMOR LAYER

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APPROVED:

e v a t i o n e t

Horizontal Distance in Feet

1x Vertical Exaggeration

57+84-57+84'

0 20 40 60 80 100 120 140 160 180 200 220 240

3H:1V

3H:1V

LIMIT OF CAP A

DU-41

LWD = 571.27 FT NAVD88

OHWM = 575.37 FT NAVD88

NAVIGATION CHANNEL = 550.27 FT NAVD88

Temporary sheet pile wall and stabilization backfill shown for illustrative purposes only.

See Sheet S-112 for temporary sheeting and stabilization backfill requirements.

Required Dredge Grade

Line (See Sheet C-700 for

Capping Requirement)

Proposed Temporary

Sheet Pile Wall D (NTS)

(See Sheet S-104)

Approx. Existing Wall

Location (NTS) n p m b h u r

S y r a c u s e

C o j e c t s

R o u v e r C o n s t r u c t i o n

P l a n s s i g n

C

A P

P I N

G

P

L A

E

C d

PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018

SCALE IN FEET

10 20

CAPPING PLAN CROSS

SECTIONS (3 OF 3)

C-602

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

SCALE:

SECTION

57+84

C-501

1" = 10'

LEGEND:

NOTE:

1. POST-DREDGE GRADE LINE MAY VARY

FROM THAT SHOWN ON CROSS SECTIONS.

CONTRACTOR TO PLACE CAP LAYERS AS

SHOWN IN ACCORDANCE WITH TECHNICAL

SPECIFICATIONS. CAPS SHOWN WITH

ALLOWABLE OVERPLACEMENT THICKNESS

(I.E., ALLOWABLE CAP THICKNESS).

EXISTING BATHYMETRY

BACKFILL ELEVATION

PROPOSED DREDGE DESIGN

0.5 FT OVERDREDGE ALLOWANCE

NAVIGATION CHANNEL

TARGET SEDIMENT REMOVAL

PROPOSED CAP CHEMICAL

ISOLATION LAYER

PROPOSED CAP FILTER LAYER

PROPOSED CAP ARMOR LAYER

BACKFILL

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ISSUE/DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APPROVED:

n p m b h u r

S y r a c u s e

C o j e c t s

R o u v e r C o n s t r u c t i o n

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PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, HONEYWELL INTERNATIONAL

INC., OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE

DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE

WITHOUT THE PRIOR WRITTEN CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC. ANY TRANSFER, REUSE, OR MODIFICATION TO THE DRAWING BY OTHERS, WITHOUT THE PRIOR WRITTEN EXPRESS

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL

PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

JUNE, 2018 60

TYPICAL CAPPING DETAILS

C-700

J HARRISON-RICE

B HURRY

M CARLINO

P LaROSA

NOTES:

1. CONTRACTOR SHALL INSTALL CAP TYPE A IN AREA SHOWN ON SHEET C-501.

2. CONTRACTOR SHALL INSTALL CAP TYPE B IN AREA SHOWN ON SHEET C-500.

3. MINIMUM CAP LAYER THICKNESS AND MAXIMUM OVERPLACEMENT ALLOWANCES SHOWN. CONTRACTOR

SHALL INSTALL CAPS IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND THE TOP OF CAP

SHALL REMAIN A MINIMUM OF 3 FEET BELOW THE NAVIGATION CHANNEL ELEVATION.

4. RESIDUAL COVER MINIMUM LAYER THICKNESS AND MAXIMUM OVERPLACEMENT ALLOWANCE IS SHOWN.

CONTRACTOR SHALL PLACE RESIDUAL COVER ON THE POST-DREDGE SURFACE WHERE REQUIRED IN

ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.

5. IN DU 32, CONTRACTOR SHALL PLACE CAP TYPE B AT THE MAXIMUM ALLOWABLE THICKNESS OF 47".

CONTRACTOR MAY PLACE ADDITIONAL FILTER MATERIAL OR ARMOR MATERIAL TO MEET THE MAXIMUM

ALLOWABLE THICKNESS.

CAP TYPE B

NOT TO SCALE

6" MIN.

6" MIN.

18" MIN.

FILTER LAYER (GRAVEL)

POST-DREDGE MUDLINE

CHEMICAL ISOLATION LAYER

(SAND/ORGANOCLAY)

OVERLYING WATER

47"

CAP TYPE A

NOT TO SCALE

CHEMICAL ISOLATION LAYER (MAXIMUM OVERPLACEMENT ALLOWANCE)

FILTER LAYER (MAXIMUM OVERPLACEMENT ALLOWANCE)

3"

6"

8"

6" MIN.

6" MIN.

28" MIN.

FILTER LAYER (GRAVEL)

POST-DREDGE MUDLINE

CAP A ARMOR LAYER (COBBLE/BOULDER) ODOT TYPE C MATERIAL

OVERLYING WATER

63"

CHEMICAL ISOLATION LAYER (MAXIMUM OVERPLACEMENT ALLOWANCE)

FILTER LAYER (MAXIMUM OVERPLACEMENT ALLOWANCE)

CAP A ARMOR LAYER (MAXIMUM

OVERPLACEMENT ALLOWANCE)

3"

6"

14"

CHEMICAL ISOLATION LAYER

(SAND/ORGANOCLAY)

RESIDUAL COVER

NOT TO SCALE

6" MIN.

6" MIN.

SAND (MAXIMUM OVERPLACEMENT ALLOWANCE)

POST-DREDGE MUDLINE

SAND

12"

CAP B ARMOR LAYER (COBBLE/BOULDER) ODOT TYPE D MATERIAL

CAP B ARMOR LAYER (MAXIMUM

OVERPLACEMENT ALLOWANCE)

NOT TO SCALE

TYPICAL CAP TRANSITION DETAIL

TEMPORARY SHEET PILE

REQUIRED DREDGE

GRADE LINE

DU LIMITS

EXISTING

MUDLINE

3H:1V

3H:1V

CHEMICAL

ISOLATION LAYER

FILTER LAYER

ARMOR LAYER

5'

15'

PLACE TOE PROTECTION

MATERIAL PER

TECHNICAL

SPECIFICATIONS

PERMANENT SHEET PILE WALL

TO BE INSTALLED BY OTHERS

PERMANENT SHEET PILE WALL - TOE PROTECTION DETAIL

NOT TO SCALE

2 3

4 6

3H:1V

3H:1V

EXISTING

MUDLINE

SLOT 2 SLOT 1

EXTENT OF

SLOT DREDGING

REQUIRED DREDGE

GRADE LINE

STEP 4

STEP 3

STEP 2

STEP 1

SEQUENCE:

STEP 1 - DREDGE SLOT 1 WITH 3H:1V SIDE SLOPES

STEP 2 - BACKFILL SLOT 1 TO REQUIRED BACKFILL

ELEVATION WITH 3H:1V SLOPE ENDING AT THE EXTENT OF

SLOT 1 AND NOT EXTENDING INTO SLOT 2

STEP 3 - DREDGE REMAINDER OF SLOT 2 WITH 3H:1V SIDE

SLOPES

STEP 4 - BACKFILL SLOT 2 AND REMAINING VOLUME IN SLOT 1

SLOT DREDGING WITHOUT

OVERLAP - TYPICAL DETAIL

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PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY THE UNITED STATES ENVIRONMENTAL PROTECTION

AGENCY, HONEYWELL INTERNATIONAL INC. OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE

SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

LEGEND:

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F e d e r a l N o d

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SCALE IN FEET

30 60

NORTH

NOTES:

1. HORIZONTAL DATUM: MICHIGAN STATE PLANE

SOUTH ZONE, NAD 83, INTERNATIONAL FEET.

2. VERTICAL DATUM: NORTH AMERICAN VERTICAL

DATUM (NAVD88).

3. INCLINOMETERS MUST BE PLACED WITHIN 5 FEET

OF PERMANENT SHEET PILE WALL AND TO A

MINIMUM DEPTH NECESSARY TO TAG GLACIAL TILL,

SEE TECHNICAL SPECIFICATIONS.

4. MONITOR WALL MOVEMENT DURING

CONSTRUCTION, SEE TECHNICAL SPECIFICATIONS.

5. PERFORM STRUCTURE CONDITIONS ASSESSMENTS

AND INSTALL A CONVENTIONAL SURVEY MONUMENT

ON THE MAINLAND SIDE OF THE ZUG ISLAND

BRIDGE. PERFORM STRUCTURE CONDITIONS

ASSESSMENTS AND INSTALL AN OPTICAL SURVEY

REFLECTOR ON THE ZUG ISLAND SIDE OF THE ZUG

ISLAND BRIDGE. ZUG ISLAND BRIDGE IS NOT

SHOWN ON THESE TEMPORARY SHORELINE

STABILIZATION PLANS.

6. PERFORM STRUCTURE CONDITIONS ASSESSMENTS

AND INSTALL AN OPTICAL SURVEY REFLECTOR ON

THE EXISTING UTILITY BUILDING ADJACENT TO

STATION 16+00 ON ZUG ISLAND SIDE. STATION

16+00 IS NOT SHOWN ON THESE TEMPORARY

SHORELINE STABILIZATION PLANS.

7. 5 EXISTING INCLINOMETERS HAVE BEEN INSTALLED

BY OTHERS DURING THE PERMANENT SHEET PILE

WALL CONSTRUCTION, AND WILL BE MONITORED

THROUGHOUT CONSTRUCTION BY OTHERS.

MONITORING RESULTS WILL BE PROVIDED BY THE

GOVERNMENT. ONE OF THE INCLINOMETERS BY

OTHERS IS NOT SHOWN ON THESE PLANS, AND

ADDITIONAL INCLINOMETERS MAY BE INSTALLED BY

OTHERS BEFORE COMPLETION OF THE PERMANENT

SHEET PILE WALL.

8. DURING SLOT DREDGING, LIMIT VEHICLE LOADING

AND AVOID STOCKPILING WITHIN 40 FEET OF THE

EXISTING STRUCTURE.

TEMPORARY SHORELINE

STABILIZATION PLAN (1 OF 4)

S-101

JMT

JUNE 2018

JRM

LLR

JB

NORTH

KEY PLAN

NOT TO SCALE

IMAGE SOURCE:

GOOGLE EARTH, 2015

EXISTING CONTOURS

NAVIGATION CHANNEL BOUNDARY

McCOIG WALL

PERFORM STRUCTURE CONDITIONS ASSESSMENTS

INSTALL CONVENTIONAL SURVEY MONUMENTS

(WITHIN 50 FT OF DREDGE WORK, AT 50 FT SPACING)

NAVIGATION CHANNEL CENTERLINE

DU-2

DU-3

DU-1

DU-4

DU-5

DU-6

DU-7

DU-8

DU-9

DU-10

DU-11

INCLINOMETERS

McCOIG WALL SLOT DREDGING

AND BACKFILL AREA

(SEE PLAN ON SHEET C-300

AND DETAILS ON SHEET S-111)

PERMANENT SHEET PILE WALL (TO BE

INSTALLED BY OTHERS AND FIELD

VERIFIED BY CONTRACTOR)

20'

ZUG ISLAND ORE DOCK

PERFORM STRUCTURE CONDITIONS ASSESSMENTS

INSTALL OPTICAL SURVEY REFLECTORS

(STATION 6+50 TO 13+50, AT 50 FT SPACING)

McCOIG WALL

DREDGE UNIT

INCLINOMETERS

SLOT DREDGING AND BACKFILL AREA

DU-2

OVERHEAD UTILITY BRIDGE FOUNDATION

PERFORM STRUCTURE CONDITIONS ASSESSMENTS

INSTALL AN OPTICAL SURVEY REFLECTOR

S-104

S-101

S-102

S-103

PERMANENT SHEET PILE WALL

PERFORM STRUCTURE CONDITIONS ASSESSMENTS

INSTALL CONVENTIONAL SURVEY MONUMENTS

(WITHIN 50 FT OF DREDGE WORK, AT 100 FT SPACING)

EXISTING INCLINOMETER

(BY OTHERS)

DATE: JUNE 4, 2018

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PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY THE UNITED STATES ENVIRONMENTAL PROTECTION

AGENCY, HONEYWELL INTERNATIONAL INC. OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE

SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SCALE IN FEET

30 60

NORTH

NOTES:

1. HORIZONTAL DATUM: MICHIGAN STATE PLANE

SOUTH ZONE, NAD 83, INTERNATIONAL FEET.

2. VERTICAL DATUM: NORTH AMERICAN VERTICAL

DATUM (NAVD88).

3. FOR WALL TYPE SEE TABLE 1 ON FIGURE S-100.

4. 5 EXISTING INCLINOMETERS HAVE BEEN

INSTALLED BY OTHERS DURING THE

PERMANENT SHEET PILE WALL

CONSTRUCTION, AND WILL BE MONITORED

THROUGHOUT CONSTRUCTION BY OTHERS.

MONITORING RESULTS WILL BE PROVIDED BY

THE GOVERNMENT. ONE OF THE

INCLINOMETERS BY OTHERS IS NOT SHOWN ON

THESE PLANS, AND ADDITIONAL

INCLINOMETERS MAY BE INSTALLED BY

OTHERS BEFORE COMPLETION OF THE

PERMANENT SHEET PILE WALL.

TEMPORARY SHORELINE

STABILIZATION PLAN (2 OF 4)

S-102

JMT

JUNE 2018

JRM

LLR

JB

NORTH

KEY PLAN

NOT TO SCALE

TEMPORARY SHEET PILE FOR DU-23

(WALL TYPE A)

LEGEND:

EXISTING CONTOURS

NAVIGATION CHANNEL BOUNDARY

IMAGE SOURCE:

GOOGLE EARTH, 2015

UTILITY 22

UTILITY 24

UTILITY 18

EXISTING

WOOD PILES

EXISTING

WOOD DOCK

HONEYWELL SITE

STAGING AREA PLAN

SEE SHEET C-200

S

181'

UTILITY 28

EXISTING UTILITIES

DU-19

DU-21

DU-20

DU-22

DU-23

DU-24

DU-26

DU-25

DU-28

DU-27

M A

T C

H L

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S E

E

S

H E

TEMPORARY SHEET PILE CONTROL POINT2

NAVIGATION CHANNEL CENTERLINE

PERMANENT SHEET PILE WALL (TO BE

INSTALLED BY OTHERS AND FIELD

VERIFIED BY CONTRACTOR)

DREDGE UNIT

TEMPORARY SHEET PILE

DU-2

S-104

S-101

S-102

S-103

PERMANENT SHEET PILE WALL

PERFORM STRUCTURE CONDITIONS ASSESSMENTS

INSTALL CONVENTIONAL SURVEY MONUMENTS

(WITHIN 50 FT OF DREDGE WORK, AT 100 FT SPACING)

EXISTING INCLINOMETER

(BY OTHERS)

EXISTING INCLINOMETER

(BY OTHERS)

INCLINOMETERS

DATE: JUNE 4, 2018

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PROJ. NO. DATE:

DESIGNED BY:

PROJ MGR:

DRAWN BY:

REVIEWED BY:

SCALE:

PREPARED BY: PREPARED FOR:

LOWER ROUGE RIVER OLD CHANNEL

ROUGE RIVER AREA OF CONCERN

FINAL DESIGN

SHEET NO . OF--- AS SHOWN

THE INFORMATION SHOWN ON THE DRAWING IS SOLELY FOR USE BY THE UNITED STATES ENVIRONMENTAL PROTECTION

AGENCY, HONEYWELL INTERNATIONAL INC. OR HONEYWELL INTERNATIONAL INC.'S DESIGNATED REPRESENTATIVE FOR THE

SPECIFIC PROJECT AND LOCATION IDENTIFIED ON THE DRAWING. THE DRAWING SHALL NOT BE TRANSFERRED, REUSED, COPIED, OR ALTERED IN ANY MANNER FOR USE AT ANY OTHER LOCATION OR FOR ANY OTHER PURPOSE WITHOUT THE PRIOR WRITTEN

CONSENT OF ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND

HONEYWELL INTERNATIONAL INC., WILL BE AT THE USER'S SOLE RISK AND WITHOUT ANY RISK OR LIABILITY TO ANCHOR QEA, EA, AMEC FOSTER WHEELER, UNITED STATES ENVIRONMENTAL PROTECTION AGENCY, AND HONEYWELL INTERNATIONAL INC.

amec foster wheeler

SCALE IN FEET

30 60

NORTH

NOTES:

1. HORIZONTAL DATUM: MICHIGAN STATE PLANE

SOUTH ZONE, NAD 83, INTERNATIONAL FEET.

2. VERTICAL DATUM: NORTH AMERICAN VERTICAL

DATUM (NAVD88).

3. FOR WALL TYPE SEE TABLE 1 ON FIGURE S-100.

4. PERFORM STRUCTURE CONDITIONS ASSESSMENTS

AND INSTALL A CONVENTIONAL SURVEY MONUMENT

ON THE MAINLAND SIDE OF THE DELRAY BRIDGE.

PERFORM STRUCTURE CONDITIONS ASSESSMENTS

AND INSTALL AN OPTICAL SURVEY REFLECTOR ON

THE ZUG ISLAND SIDE OF THE DELRAY BRIDGE.

DELRAY BRIDGE IS NOT SHOWN ON THESE

TEMPORARY SHORELINE STABILIZATION PLANS.

5. 5 EXISTING INCLINOMETERS HAVE BEEN INSTALLED

BY OTHERS DURING THE PERMANENT SHEET PILE

WALL CONSTRUCTION, AND WILL BE MONITORED

THROUGHOUT CONSTRUCTION BY OTHERS.

MONITORING RESULTS WILL BE PROVIDED BY THE

GOVERNMENT. ONE OF THE INCLINOMETERS BY

OTHERS IS NOT SHOWN ON THESE PLANS, AND

ADDITIONAL INCLINOMETERS MAY BE INSTALLED BY

OTHERS BEFORE COMPLETION OF THE PERMANENT

SHEET PILE WALL.

TEMPORARY SHORELINE

STABILIZATION PLAN (3 OF 4)

S-103

JMT

JUNE 2018

JRM

LLR

JB

NORTH

KEY PLAN

NOT TO SCALE

TEMPORARY SHEET PILE FOR DU-35

(WALL TYPE B)

S

153'

INTAKE CHANNELS

OUTFALL

PILES

IMAGE SOURCE:

GOOGLE EARTH, 2015

DU-28

DU-27

DU-29

DU-30

DU-31

DU-32

DU-33

DU-34

DU-35

M A

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LEGEND:

EXISTING CONTOURS

NAVIGATION CHANNEL BOUNDARY

TEMPORARY SHEET PILE CONTROL POINT2

NAVIGATION CHANNEL CENTERLINE

PERMANENT SHEET PILE WALL (TO BE

INSTALLED BY OTHERS AND FIELD

VERIFIED BY CONTRACTOR)

DREDGE UNIT

TEMPORARY SHEET PILE

DU-2

S-104

S-101

S-102

S-103

PERMANENT SHEET PILE WALL

PERFORM STRUCTURE CONDITIONS ASSESSMENTS

INSTALL CONVENTIONAL SURVEY MONUMENTS

(WITHIN 50 FT OF DREDGE WORK, AT 100 FT SPACING)

AK STEEL WATER INTAKE

PERFORM STRUCTURE CONDITIONS ASSESSMENTS

INSTALL CONVENTIONAL SURVEY MONUMENTS

(WITHIN 50 FT OF DREDGE WORK, AT 50 FT SPACING)

EXISTING INCLINOMETER

(BY OTHERS)

INCLINOMETERS

DATE: JUNE 4, 2018

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AutoCAD SHX Text JAMES R. BEAVER ENGINEER No. 6201060057

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