FY18_MD_ROUGE_RIVER_CERTIFIED_FINAL_READY_TO_ADVERTISE_PLANS.pdf

PDF 7 MB Posted Aug 2, 2018

Attached to: FY18 Maintenance Dredging at Rouge River, MI
Solicitation number: W911XK18B0011
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

About this file

From the source

W911XK18B0011 Plans

View the file

Other files

File	Type	Posted
Construction_Abstract_MD_Rouge_River_18-B-0011.pdf	PDF	Oct 3, 2018
W911XK18B0011_Amendment_0001.pdf	PDF	Aug 27, 2018
FY18_Rouge_River_MD_Certified_Final_-_Ready_to_Advertise_Specs.pdf	PDF	Aug 2, 2018
W911XK18B0011.pdf	PDF	Aug 2, 2018

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

R P

E N

G I

N E

E R

D E

T R

O I

S T

R I

C T

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

S u b m i t

C P

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

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg2:35:59 PM 7/25/2018

...\Active Projects\OM-Rouge River, MI (153556) - FY18 MD\3 - CADD\CAD_BIM\_Sheets\

R O J E

C T N

U M

B E

E N

A M

A N

S I

G-001

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

V E

R S

H E

R O

M I

A N A of Engineers

US Army Corps

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

PHILLIP C. ROSS P.E., CHIEF ENGINERRING & CONSTRUCTION OFFICE

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

REQUIRED BY ER 1110-1-8152

PROJECTS DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE

ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES AND

THE PROJECT WAS DESIGNED BY THE DETROIT DISTRICT OF THE U.S.

F Y M

T E

N A

N C

E D

R E

D G

R O

U G

E R

D E

T R

M I

W A

Y N

E C

O U

N T

M A

D E

T R

A D

A M

W A

G N

E R

FY18 MAINTENANCE DREDGING

ROUGE RIVER

DETROIT, MI

WAYNE COUNTY

07MAY2018

DETROIT DISTRICT

MELVINDALE

RIVER ROUGE

L E

RIVER ROUGE

C O

N R

A I

GENERAL PLAN

NOT TO SCALE

N VICINITY MAP

T E

L E

G R

F O

5 10012345

LAKE ERIE

MONROE CO.

WAYNE CO.

DETROIT

CANADA

DETROIT

METRO AIRPORT

GROSSE

ISLE

MILES

IVER

DETROI

ROUGE R.

PT. MOUILLEE CDF

R G

F Y

M D

G -0

DREDGING AREA

OPTION 2

OPTION 1 AND

REQUIRED,

CERTIFIED FINAL - READY TO ADVERTISE

/S/ WILLIAM D. MERTE, P.E.

/S/ PHILLIP C. ROSS, P.E.

/S/ MARIE STRUM, P.E.

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

N 293,000

N 292,000 N 292,000

140+

150+00

157+11.43

SS'

FF 11

FORD M

OTOR CO.

T A

N K

TURNING BASIN

TERN

TIO

N A

L SA

LTCO

RUIN

PILE

PARKING

POW

ELL AVE.

F O

R D S

A D

DETRO

IT LIM

F O

R D

S O

L A

D MARATHON OIL CO.

SUN OIL CO.

PILE

A D

DEARBORN ROAD

CONC.

PARKING

AERIA

CABLE

S U

B M

E R

AERIAL CABLE AT 130.1'

AERIAL CABLE AT 123'

S U

B M

E R S

E D

E L

SUBMERSED CABLE AT -25'

FINK

APPROXIMATE LOCATION

FORD 11

APPROXIMATE LOCATION

MILLER ROAD

31.4

31.3

31.0

30.9

30.5

30.4

30.4 30.4

30.1

30.0

29.9

29.8

29.6

29.5

29.4

29.3

29.2

29.1

29.0

28.9

28.8

28.7

28.6

28.5 28.5

28.5

28.4

28.3 28.3 28.3

28.3

28.2

28.1 28.1

28.1

28.1 28.1

28.1

27.9

27.8

27.7

27.6

27.5

27.4

27.3

27.2

27.1

27.0

26.9

26.8

26.7

26.6

26.5

26.4

26.4 26.3

26.3

26.2

26.1

26.0

25.9

25.8

25.6

25.5

25.4

25.4 25.3

25.3

25.2

25.1

25.0

25.0 25.0

24.9

24.8

24.7

24.7 24.7

24.7

24.6

24.6 24.5

24.5

24.4

24.3

24.2

24.1

24.0

23.9

23.9 23.9

23.9

23.8

23.7

23.6

23.5

23.4

23.3

23.2

23.1

23.0

22.9

22.8

22.7

22.7 22.7

22.7

22.6

22.5

22.5 22.5

22.5

22.5 22.5

22.5

22.4

22.3

22.2

22.1

22.1 22.1

22.1

22.0

21.9

21.8

21.7

21.6

21.5

21.3

21.2

21.1

21.0

20.9

20.8

20.7

20.6

20.5

20.4

20.3

20.2

20.1

20.0

19.9

19.9 19.9

19.8

19.7

19.6

19.5 19.4

19.4

19.4 19.4

19.4

19.3

19.2

19.1

19.0

18.9

18.9 18.9

18.9

18.8

18.7

18.6

18.5

18.4

18.4 18.3 18.3

18.3

18.2

18.2 18.2

18.2

18.1

18.0

17.9

17.9 17.9

17.9

17.8

17.7

17.7 17.7

17.7

17.7 17.7

17.6

17.6 17.6

17.6

17.6 17.6

17.6

17.5

17.4

17.3

17.2

17.2 17.2

17.2

17.1

17.1 17.1

17.1

17.0

16.9

16.8

16.7

16.6

16.5

16.4

16.3

16.2

16.1

15.9

15.8

15.7

15.6

15.4

15.3

15.2

15.1

15.0

14.9

14.8

14.7

14.5

14.4

14.3

14.0

13.9

13.8

13.7

13.5

13.4

13.3

13.2

13.1

13.0

12.8

12.7

12.6

12.5

12.3

12.2

12.1

12.0

11.9

11.8

11.7

11.6

11.5

11.4

11.2 11.2

11.1

11.0

10.9

10.8

10.7

10.6

10.5

10.4

10.3

10.1

10.0

9.9 9.7

9.7

9.79.6

9.6

9.5

9.4

9.3

9.2

8.9

8.7

8.6

8.5

8.4

8.3

8.2

8.1

7.8

7.7

7.6

7.4

7.3

7.2

6.8 6.5

6.5

6.3

5.7

5.6

5.5

5.4

5.0

4.9

4.6

4.5

4.4

4.3

3.6

3.5

3.1

3.0

2.6

1.9

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg12:50:29 PM 7/24/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

CN101

R O

M I

A N A

V E

D E

T R

Y M

T E

N A

N C

E D

R E

D G

R O

U G

E R

D E

T R

M I

W A

Y N

E C

O U

N T

M A

A D

A M

W A

G N

E R

R G

F Y

M D

C N

SCALE: 1" =100'

100' 200'0

LEGEND

SHORELINE

CHANNEL LIMITS

CENTERLINE

21' DEPTH CONTOUR

DOWNSTREAM LIMITS SHOWN.

FROM THE PRIOR DREDGING SOUNDINGS TAKEN WITHIN THE UPSTREAM AND

REVISED TO CONFORM TO THE NEW 21.0 FT DEPTH CONTOUR OBTAINED

HEREINBEFORE. THE REQUIRED MAINTENANCE DREDGING AREAS WILL BE

FT DEPTH CONTOUR RESULTING FROM THE SURVEY INDICATED

THE REQUIRED MAINTENANCE DREDGING AREAS ARE BASED UPON THE 21.0 9.

CROSSINGS IN ACCORDANCE WITH THE SOLICITATION DOCUMENTS.

THE CONTRACTOR SHALL VERIFY THE LOCATION OF AUTHORIZED 8.

THE AUTHORIZED DEPTH OF THE ROUGE RIVER ARE 21' BELOW L.W.D.7.

ALL AZIMUTHS ARE REFERENCED TO NORTH.6.

BENCH MARKS AND HORIZONTAL CONTROL.

THE DETROIT AREA OFFICE WILL PROVIDE DETAILED DESCRIPTION OF 5.

DATUM. US FOOT.

PLANE COORDINATE SYSTEM, SOUTH ZONE 2113), 1983 NORTH AMERICAN

GRIDS SHOWN ARE BASED ON LAMBERT PROJECTION, MICHIGAN STATE 4.

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

WATER DATUM (L.W.D.), FOR THE ROUGE RIVER, ELEVATION 571.2 FT ABOVE

ALL SOUNDINGS, DEPTHS AND ELEVATIONS ARE REFERENCED TO LOW 3.

DATE OF SURVEY - 23 & 24 MAY 2018

DETROIT AREA OFFICE

HYDROGRAPHIC SURVEY MADE BY: 2.

CONDITIONS EXISTING AT THAT TIME.

INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

RESULTS OF AUTOMATED HYDROGRAPHIC SURVEYS MADE ON THE DATES

THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE 1.

GENERAL NOTES

AREA TO 21.0' BELOW LWD

REQUIRED DREDGING

AREA TO 21.0 BELOW LWD

OPTION 1 DREDGING

REQUIRED AND OPTION 1 DREDGE AREAS PLAN VIEW

R E

Q U

E D A

N D O

P T

N D

R E

D G

E A

R E

A S

TO -21 FT LW

REQUIRED DREDGING AREA

DOW

NSTREAM LIMIT

C.S. 136+50

TO -21 FT LW

DREDGING AREA

OPTION 1

UPSTREAM LIMIT

C.S. 136+50

M A

T C

H L

E C

TO -21 FT LWD

REQUIRED DREDGING AREA

UPSTREAM LIMIT

C.S. 157+00

CERTIFIED FINAL - READY TO ADVERTISE

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

N 292,000

B B

C C

A A

D D

R E I S

N E

M I L L

L O

A D I

C K

M O

R T

O N

C O

N C

F O

R E

D E

N M

A R

T R

E E

COLONIAL ST.

PARKING

S U

B M

E R

SUBMERSED CABLE AT -26'

R M

N 291,000

A P

P R

O X I

M A

C A

T I

O N

B L

T P

N 291,000

130+

BBMARATHON OIL CO.

RKIN

HEI

AVE.

S U

B M

E R S

E D

E L

NO. 38

28.9

28.8

28.4

28.3

28.2

28.1

27.9

27.8

27.7

27.6

27.5

27.4

27.3

27.2

27.1

27.0

26.9

26.7

26.6

26.5

26.4

26.2

26.1

25.9

25.8

25.7

25.5

25.3

25.2

25.0

24.9

24.8

24.7

24.6

24.3

24.2

24.0

23.9

23.8

23.7

23.5

23.4

23.3

23.2

23.1

23.0

22.8

22.7

22.6

22.5

22.4

22.2

22.1

22.0

21.9

21.8

21.6

21.5

21.1

21.0

20.7

20.5

20.1

20.0

19.8

19.7

19.6

19.5

19.4

19.3 19.2

19.2

19.1

19.0

18.9

18.8

18.6

18.4

18.2

18.1

18.0

17.8

17.7

17.5

17.0

16.9

16.4

16.3

16.0

15.8

15.7

15.6

15.5 15.4

15.3

15.2

15.0

14.9

14.6

13.9

13.7

13.4

13.3

13.2

12.8

12.4

12.0

11.9

10.7

10.6

10.3

9.5

9.2 9.1

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg12:51:50 PM 7/24/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

CN102

R O

M I

A N A

V E

D E

T R

T E

N A

N C

E D

R E

D G

R O

U G

E R

D E

T R

M I

W A

Y N

E C

O U

N T

M A

A D

A M

W A

G N

E R

R G

F Y

M D

C N

100' 200'0

LEGEND

SHORELINE

CHANNEL LIMITS

CENTERLINE

21' DEPTH CONTOUR

A N

D E

R S

E N

W A

G N

E R

M E

R T

OPTION 1 AND 2 DREDGE AREAS PLAN VIEW

AREA TO 21.0' BELOW LWD

OPTION 1 DREDGING

AREA TO 21.0' BELOW LWD

OPTION 2 DREDGING

DOWNSTREAM LIMITS SHOWN.

FROM THE PRIOR DREDGING SOUNDINGS TAKEN WITHIN THE UPSTREAM AND

REVISED TO CONFORM TO THE NEW 21.0 FT DEPTH CONTOUR OBTAINED

HEREINBEFORE. THE OPTIONAL MAINTENANCE DREDGING AREAS WILL BE

FT DEPTH CONTOUR RESULTING FROM THE SURVEY INDICATED

THE OPTIONAL MAINTENANCE DREDGING AREAS ARE BASED UPON THE 21.0 9.

CROSSINGS IN ACCORDANCE WITH THE SOLICITATION DOCUMENTS.

THE CONTRACTOR SHALL VERIFY THE LOCATION OF AUTHORIZED 8.

THE AUTHORIZED DEPTH OF THE ROUGE RIVER ARE 21' BELOW L.W.D.7.

ALL AZIMUTHS ARE REFERENCED TO NORTH.6.

BENCH MARKS AND HORIZONTAL CONTROL.

THE DETROIT AREA OFFICE WILL PROVIDE DETAILED DESCRIPTION OF 5.

DATUM. US FOOT.

PLANE COORDINATE SYSTEM, SOUTH ZONE 2113), 1983 NORTH AMERICAN

GRIDS SHOWN ARE BASED ON LAMBERT PROJECTION, MICHIGAN STATE 4.

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

WATER DATUM (L.W.D.), FOR THE ROUGE RIVER, ELEVATION 571.2 FT ABOVE

ALL SOUNDINGS, DEPTHS AND ELEVATIONS ARE REFERENCED TO LOW 3.

DATE OF SURVEY - 23 & 24 MAY 2018

DETROIT AREA OFFICE

HYDROGRAPHIC SURVEY MADE BY: 2.

CONDITIONS EXISTING AT THAT TIME.

INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

RESULTS OF AUTOMATED HYDROGRAPHIC SURVEYS MADE ON THE DATES

THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE 1.

GENERAL NOTES

O P

N A

N D O

P T

N D

R E

D G

E A

R E

A S

-21 FT LW

PTIO

N 1 DREDG

ING

AREA

NSTREAM

LIM

C.S. 125+00

-21 FT LW

PTIO

N 2 DREDG

ING

AREA

UPSTREAM

LIM

C.S. 125+00

MATCH LINE CN103

M A

T C

H L

E C

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

S S

CONC.

N 289,000

K O

E N I

U P P

D I

K E

D I

K E

P I

P E

R O

V E

F O

R E

A B

O U

R K I

N G

P A

R K I

N G

P A

R K I

N G

M A

R A

T H

PARKING

PILE

PARKING

P I P

TANK

TANKS

T A

N K S

TANKS

T A

N K S

T A

N K S

P E

E R

L E

M E

TANKS

CONC.

PIPES

PES

P I P E S

CONC.

S U

B M

E R

S U

B M

E R

S U

B M

E R

STINK

T A

N 289,000

A P

P R

O X I

M A

C A

T I

O N

N 290,000

I- F

REEWAY

20.4

20.3

20.2

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg1:47:59 PM 7/24/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

CN103

R O

M I

A N A

V E

D E

T R

T E

N A

N C

E D

R E

D G

R O

U G

E R

D E

T R

M I

W A

Y N

E C

O U

N T

M A

A D

A M

W A

G N

E R

R G

F Y

M D

C N

100' 200'0

LEGEND

SHORELINE

CHANNEL LIMITS

CENTERLINE

21' DEPTH CONTOUR

A N

D E

R S

E N

W A

G N

E R

M E

R T

OPTION 2 DREDGE AREA PLAN VIEW

DOWNSTREAM LIMITS SHOWN.

FROM THE PRIOR DREDGING SOUNDINGS TAKEN WITHIN THE UPSTREAM AND

REVISED TO CONFORM TO THE NEW 21.0 FT DEPTH CONTOUR OBTAINED

HEREINBEFORE. THE OPTION 2 MAINTENANCE DREDGING AREA WILL BE

DEPTH CONTOUR RESULTING FROM THE SURVEY INDICATED

THE OPTION 2 MAINTENANCE DREDGING AREA IS BASED UPON THE 21.0 FT 9.

CROSSINGS IN ACCORDANCE WITH THE SOLICITATION DOCUMENTS.

THE CONTRACTOR SHALL VERIFY THE LOCATION OF AUTHORIZED 8.

THE AUTHORIZED DEPTH OF THE ROUGE RIVER ARE 21' BELOW L.W.D.7.

ALL AZIMUTHS ARE REFERENCED TO NORTH.6.

BENCH MARKS AND HORIZONTAL CONTROL.

THE DETROIT AREA OFFICE WILL PROVIDE DETAILED DESCRIPTION OF 5.

DATUM. US FOOT.

PLANE COORDINATE SYSTEM, SOUTH ZONE 2113), 1983 NORTH AMERICAN

GRIDS SHOWN ARE BASED ON LAMBERT PROJECTION, MICHIGAN STATE 4.

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

WATER DATUM (L.W.D.), FOR THE ROUGE RIVER, ELEVATION 571.2 FT ABOVE

ALL SOUNDINGS, DEPTHS AND ELEVATIONS ARE REFERENCED TO LOW 3.

DATE OF SURVEY - 23 & 24 MAY 2018

DETROIT AREA OFFICE

HYDROGRAPHIC SURVEY MADE BY: 2.

CONDITIONS EXISTING AT THAT TIME.

INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

RESULTS OF AUTOMATED HYDROGRAPHIC SURVEYS MADE ON THE DATES

THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE 1.

GENERAL NOTES

AREA TO 21.0' BELOW LWD

OPTION 2 DREDGING

O P

N D

R E

D G

E A

R E

T O -2

T L

W D

O P T

N D

R E

D G

G A

R E

D O

W N S T R

E A

M L

.S . 9

MATCH LINE CN102

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

(PUBLIC)

HURON ROAD

F L

O W

S O

U S

E W

A Y

U B

L I

R O

B E

A D

WEIR

0+00

10+00

20+00

30+00

18+73

EASTERN PERIMETER DIKE

WESTERN PERIMETER DIKE

C A

AZ 5°20'32"

CONFINEMENT CELL

NO. 5

M I

D D

U S

E W

A Y

P O I

N T

R I

P R

A P

RIPRAP

R I P

R A P

R I

P R

A P

R I P R

A P

BRUSH

DOCK

BRUSH

B R

U S

H B R

U S

BRUSH

O S

W W

DOCK

O.S.

BRUSH

RIPRAP

C E

A N

N E

POINTE MOUILLEE STATE GAME AREA

BRUSH

LAKE

ERIE

C H

A N

O U T

N N E R

L NORTH INNER CHANNEL

W E I R

WEST

CHANNEL

AZ1

D E

N N

TB 1 186,942.41 13,444,926.20

TB 2 186,294.24 13,444,331.12

TB 3 186,565.94 13,444,035.10

TB 4 186,701.19 13,443,887.75

TB 5 186,789.60 13,443,968.90

TB 6 186,713.28 13,444,170.36

TB 7 187,066.90 13,444,494.94

TB 8 187,079.00 13,444,777.39

CELL #5 AS DIRECTED BY COR

PLACE MATERIAL WITHIN SOUTHERN THIRD OF

TO WEIR

MATERIAL ADJACENT

NO PLACEMENT OF

100 FT OF EAST AND WEST DIKES

NO PLACEMENT ALLOWED WITHIN

mooring dolphins may be below water

NO. 3

CONFINEMENT CELL

NO. 4

CONFINEMENT CELL

C O

N F I

N E

M E

N T

C E L L

NO. 1

CONFINEMENT CELL

N O R T

A U S E

W A

TYPICAL SECTIOA A-A

TB2

TB8

TB1

TB7TB6

TB5

TB4

TB3

DENN 13,456,430.87 184,996.07

M-20 13,446,060.40 187,955.99

M-200 13,437,966.91 180,916.62

M-201 13,440,426.61 182,472.17

M-202 13,443,142.54 184,756.66

3-52 13,438,886.06 181,436.51

2-32 13,448,075.10 192,494.01

POINT 13,447,748.15 190,037.82

STATION

NUMBER NORTH

COORDINATES

EAST

CONTROL POINTS (G.P.S.)

STATION

NUMBER

COORDINATES

CHANNEL CONTROL DATA

NORTH EAST

186,331.63 13,455,685.24

185,349.54 13,455,496.89

186,050.15 13,455,020.04

185,853.67 13,454,982.92

187,795.28 13,445,778.90

187,614.48 13,445,658.54

187,972.58 13,445,644.21

187,559.37 13,445,492.64

187,784.10 13,445,427.46

183,793.59 13,442,035.27

184,429.79 13,442,347.85

183,781.51 13,441,752.67

184,417.72 13,442,065.25

183,916.78 13,441,605.34

13,445,770.01

189,727.07 13,445,592.69

189,711.17 13,446,026.20

190,469.10 13,445,936.62

190,300.89 13,446,299.54

185,840.59 13,455,591.07

187,741.62 13,445,524.21

183,713.88 13,441,826.34

190,435.46 13,446,009.21

189,759.27 13,445,695.79

189,451.88

OFFLOADING PLATFORMS

DETAILS.

WORK SPEC SECTION 01 35 13.10 PARAGRAPH "COORDINATION WITH OTHERS" FOR

9. OTHERS MAY BE PERFORMING WORK IN THIS AREA. SEE TASK ORDER SCOPE OF

8. CONTRACTOR SHALL NOT PLACE MATERIAL WITHIN 100 FT OF THE WEIRS.

7. MAINTAIN AT LEAST 4 FEET OF FREEBOARD AT THE WEIR.

6. OVERFLOW FROM WEIRS IS PROHIBITED.

NOT ALLOWED AFTER THE REQUIRED CONTRACT COMPLETION DATE.

CONTRACT. CONTRACTOR MATERIALS AND EQUIPMENT STORAGE AT THE SITE IS

CONTRACTOR MATERIALS AND EQUIPMENT STORED ONSITE DURING THE

HUNTING AREAS. THE GOVERNMENT IS NOT RESPONSIBLE FOR SECURITY OF

5. THE SOUTH CAUSEWAY AND STATE GAME AREA ARE ACTIVE FISHING AND

LOCKED AT ALL TIMES.

ACCESS ROAD VIA ROBERTS ROAD. THE SOUTH ACCESS GATE MUST REMAIN

TO ACCESS THE DISPOSAL FACILITY FROM LAND USING THE SOUTH CAUSEWAY

PERFORMING WORK UNDER THIS CONTRACT. THE CONTRACTOR IS AUTHORIZED

ACCESS THE NORTH CAUSWEAY, MIDDLE CAUSEWAY, OR STATE GAME AREA WHILE

THE PERIMETER DIKES. THE CONTRACTOR IS NOT AUTHORIZED TO USE OR

4. THE DISPOSAL FACILITY CONSISTS OF THE CELLS WITHIN, AND INCLUDING,

3. DISPOSAL SHALL BE AS DIRECTED BY THE COR.

DRAINAGE TOWARD CELL #5 WEIRS.

WINDROW. CONTRACT SHALL SPREAD MATERIAL EVENLY AND MAINTAIN POSITIVE

EL. +13.0 FT ABOVE L.W.D. MATERIAL SHALL NOT BE ALLOWED TO MOUND OR

NOT EXCEED 1 FOOT BELOW THE TOP OF THE PERIMETER DIKES,

2. THE MAXIMUM ELEVATION OF DREDGED MATERIALS SHALL

1. ALL DREDGED MATERIAL SHALL BE PLACED IN CELL#5.

NOTES:

SOUTH ACCESS GATE

PLACEMENT AND REAL ESTATE PLAN

0300'600' 500' 1000'250'

SCALE 1" = 600'-0"

-3 .0

-3.0

-3 .0

0.0

3.0

6.0

9.0

12.0

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg12:54:25 PM 7/24/2018

O J E

C T N

U M

B E

E N

A M

T R

A C

E M

E N

T A

N D R

E A

L E

S T

A T

E P

L A

P O

T E M

O U

L E

E C

D F

RR-101

A N

D E

R S

E N

W A

G N

E R

M E

R T

D E

T R

M I

A N A

V E

D E

T R

M I

W A

Y N

E C

O U

N T

M A

LEGEND

PLACEMENT AREA

F Y M

T E

N A

N C

E D

R E

D G

A D

A M

W A

G N

E R

R O

U G

E R

F Y

M D

R R -1

.d g

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C O

N T

R A

C T N

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A AF

P S

C O

G I

N E

E R

D E

T R

S T

R I

C T

I n c r e a o f i t

S u b m

C P

V a l g i n e e r i

DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg12:55:58 PM 7/24/2018

O J E

C T N

U M

B E

E N

A M

A N

S I

VU101

R O

M I

A N A

V E

D E

T R

U T

H O

E D C

R O

S S

G S

R G

F Y

M D

V U

.d g n

F Y M

T E

N A

N C

E D

R E

D G

R O

U G

E R

D E

T R

M I

W A

Y N

E C

O U

N T

M A

A D

A M

W A

G N

E R

R O

U G

E R

AUTHORIZED CROSSINGS

NOT TO SCALE:

FOR REFERENCE PURPOSES ONLY

NOTE:

A N

D E

R S

E N

W A

G N

E R

M E

R T

RGFY18MDG-001

RGFY18MDCN101

RGFY18MDCN102

RGFY18MDCN103

RGFY18MDRR-101

RGFY18MDVU101

File details come from the government source that posted it.