Drawings_W911XK-17-B-0003.pdf

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

GI001

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

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

G E

N E

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L N

O T

E S

IN

D

E X O

F D

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W

IN

G S A

N D

L O

C A

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A P

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Y M

A P

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

12. ALL ITEMS SHOWN ARE EXISTING UNLESS INDICATED REQUIRED (REQ).

PROPERTY OWNERS WITHIN THE WORK LIMITS. SEE SPECIFICATION SECTION 01 35 13.10.

COORDINATE OPERATIONS AFFECTING OTHER CONTRACTORS, GOVERNMENT HIRED LABOR FORCES, UTILITIES, AND/OR

11. OTHER CONTRACTORS MAY BE WORKING IN THE SITE AT THE SAME TIME. THE CONTRACTOR SHALL SCHEDULE AND

RESTRAINTS ALONG HAUL ROAD AND IN THE PROJECT SITE.

OTHER MEANS TO VERIFY THE HORIZONTAL AND VERTICAL ORIENTATIONS. CONTRACTOR SHALL VERIFY OVERHEAD UTILITY

UTILITIES ARE PRESENT IN A PROJECT LOCATION THEN THE CONTRACTOR SHALL UTILIZE GROUND PENETRATION RADAR OR

10. THE CONTRACTOR IS RESPONSIBLE FOR MARKING ALL EXISTING UTILITIES IN THE PROJECT SITE BY CALLING MISS DIG. IF

AND WORKERS.

NECESSARY FOR THE SELECTION OF EQUIPMENT TO BE USED AT THE SITE AND TO PROVIDE FOR THE SAFETY OF THE WORK

PERSONNEL IS UNKNOWN. THE CONTRACTOR SHALL MAKE ITS OWN INVESTIGATIONS OF CONDITIONS AS IT DEEMS

9. THE ABILITY OF EXISTING RIPRAP BERMS IN THE DMPS AND MATERIAL IN THE DMPS TO SUPPORT EQUIPMENT AND

CONSTRUCTION SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.

PUBLIC PROPERTY, AND TO EXISTING STRUCTURES NOT SPECIFIED TO BE ALTERED BY THE CONTRACTOR DURING

8. ANY DAMAGE TO THE DREDGED MATERIAL PLACEMENT SITE (DMPS), ACCESS ROADS, PARKING LOTS, BRIDGES, PRIVATE OR

REQUIREMENT.

REMOVED TREES SHALL BE TAKEN OFF SITE. SEE SPECIFICATION SECTION 31 11 00 FOR TREE CUTTING SPECIFICATIONS AND

7. TREES IDENTIFIED TO BE REMOVED ARE MARKED WITH ORANGE RIBBON. APPROXIMATELY 63 TREES WERE MARKED. ALL

CONSISTS OF THE REMOVAL OF APPROXIMATELY 4.2 ACRES OF INVASIVE SPECIES.

PLANTING 2.6 ACRES OF OPEN DUNE; FILLING AND PLANTING OF 0.53 ACRES OF SOUTHERN WET MEADOW. OPTION 1 WORK

MARSH; EXCAVATION, GRADING AND PLANTING OF APPROXIMATELY 3.8 ACRES OF WET- MESIC PRAIRIE HABITAT; FILLING AND

6. THE REQUIRED WORK CONSISTS OF, BUT IS NOT LIMITED TO, THE PLANTING OF APPROXIMATELY 8.6 ACRES OF GREAT LAKES

VERTICAL DATUM IS NAVD88, US SURVEY FEET

HORIZONTAL DATUM IS NAD83, MICHIGAN STATE PLANE, SOUTH ZONE 2113, US SURVEY FEET.

5. THE DATUMS SHOWN ON THE DRAWINGS ARE:

REPRESENTATIVE.

4. BENCHMARKS WILL BE PROVIDED BY THE DETROIT DISTRICT OFFICE UPON REQUEST BY THE CONTRACTING OFFICER

DMPS WERE LOCATED WITH A ROBOTIC TOTAL STATION.

FENCED AREA INCLUDING THE TWO PONDS WAS COLLECTED ON 11 DECEMBER 2015. IN ADDITION, ALL OF THE TREES ON THE

3. THE TOPOGRAPHIC SURVEY WAS COLLECTED WITH RTK GPS ON 07-AUGUST-2015. THE TOPOGRAPHIC SURVEY INSIDE THE

SOUNDINGS, THE SURVEY TEAM COLLECTED DATA CONVENTIONALLY WITH RTK GPS.

A 200 KHZ SONAR, HYPACK AND DGPS POSITIONING. IN WEEDED AREAS THAT THE SONAR COULD NOT PRODUCE GOOD

DETROIT DISTRICT SURVEY TEAM. THE HYDROGRAPHIC DATA WAS COLLECTED USING A SMALL SURVEY SKIFF EQUIPPED WITH

2. THE HYDROGRAPHIC SURVEY DATA FOR THE CLINTON RIVER MOUTH WAS COLLECTED ON 04-AUGUST-2015 BY THE USACE

CONDITIONS EXISTING AT THAT TIME.

TOPOGRAPHIC SURVEYS MADE ON THE DATES INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL

1. THE INFORMATION DEPICTED ON THESE DRAWINGS REPRESENTS THE RESULTS OF AUTOMATED HYDROGRAPHIC AND

GENERAL NOTES

CLINTON RIVER AOC

MICHIGAN

ILLINOIS

INDIANA OHIO

LAKE SUPERIOR

GEORGIAN

BAY

LA

KE

ERI

E

CANADA

0 5025 75 100

LAKE HURON

MICHIGAN

LAKE

N

LOCATION MAP SCALE OF MILES

INTERNATIONAL

BOUNDARY

I N T E

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MINNESOTA

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SAGINAW

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B O

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US ARMY CORPS

OF ENGINEERS

DETROIT DISTRICT

MICHIGAN

GREEN BAY

HAVEN

GRAND

CHICAGO

IOWA

DAVENPORT

CLEVELANDFORT WAYNE

CLINTON

RIVER

VICINITY MAP

CLINTON RIVER MOUTH HABITAT RESTORATION

MACOMB COUNTY, MICHIGAN

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0 100 100 200FT

SCALE: 1''= 100'

SEE NOTE THIS SHEET

DEBRIS STRUCTURES

LARGE WOODY

SEE NOTE THIS SHEET

DEBRIS STRUCTURES

LARGE WOODY

EXISTING SITE PLAN

E

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N 402,000

E

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THIS SHEET

SEE NOTE

SHALLOW MARSH

THIS SHEET

SEE NOTE

DEEP MARSH

ORIENTATION MAY CHANGE FROM WHAT IS SHOWN ON THIS SHEET

WILL BE PLACED BY OTHERS IN THE SUMMER OF 2017. THE LWD

MARSHES AND THE LARGE WOODY DEBRIS (LWD) STRUCTURES

IT'S ANTICIPATED THAT THE DREDGE MATERIAL FOR THE

NOTE:

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EXISTING FENCE

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572 572

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575 575

575 575

576 576

577 577

577.4

577.4

577.6

577.7

578 578

578.0

578.0

578.2

578.2

578.2

578.3

578.2

578.3

578.3

578.3

578.4

578.4

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578.5

578.5

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578.9

578.9 578.9

579.1

579.2

579.2

579.3

579.4

579.4

579.5 579.6

579.7

579.7 579.7

579.7

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H A

R R

IS

O N T

W P

M I

J

U N

E

R E

A D

Y T

O A

D V

E R

T

C101

REQUIRED DEMOLITION PLAN

N

P A R

K I

N G

E

,5

,0

N 402,000

UNPAVED ROAD

UNPAVED ROAD

P A

V E

D R

O A

D

0 50 50 100FT

SCALE: 1''= 50'

(TYP)

REMOVE ALL MARKED TREES

(TYP)

MARKED TREES

REMOVE ALL

(TYP)

MARKED TREES

REMOVE ALL

SHALL FIELD VERIFY ALL DIMENSIONS AND QUANTITIES.

QUANTITIES SHOWN ARE FOR REFERENCES ONLY. CONTRACTOR 6.

APPROXIMATELY 20 CUBIC YARDS

AND CULVERTS AND OLD CURBING, ESTIMATED TO BE

THE SITE, INCLUDING LARGE CONCRETE BLOCKS, OLD PIPES

REMOVAL OF THE TRASH PILES NEAR THE WESTERN END OF 5.

AND GRUB THE SITE.

REMOVAL OF TREES MARKED FOR REMOVAL AND CLEAR 4.

WITHIN THE FENCED AREA.

REMOVAL OF ANY TRASH AND SMALL PLASTIC POOLS 3.

AND ANY ASSOCIATED FOOTINGS.

THE LARGE POND INCLUDING DOCKS, PIERS, TRAPS,

REMOVAL OF THE EXISTING STRUCTURES INSIDE 2.

AROUND THE TWO PONDS.

REMOVAL OF THE EXISTING CHAIN LINK FENCE 1.

LIST OF REQUIRED DEMOLITION WORK :

AND SPECS SECTION 32 93 01

SEE LIST THIS SHEET

PILES REMOVAL.

REQUIRED TRASH

SECTION 32 93 01

SHEET AND SPECS

SEE LIST THIS

15 PLASTIC POOLS REMOVAL.

LARGE TRASH AND APPROXIMATELY

REQUIRED STRUCTURES,

SPECS SECTION 32 93 01

SEE LIST THIS SHEET AND

REMOVAL APPROX. 1,260 FT.

REQUIRED CHAINLINK FENCE

SEE SPECS SECTION 31 11 00

RANGE BETWEEN 7 TO 36 IN.

APPROX. TREES DIAMETERS

REQUIRED (63) TREES REMOVAL

CHAINLINK FENCE

EXISTING UNPAVED ROAD

PAVED ROAD

X

W

X K -X

X -X -0

E B

M A

R

S 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

IDENTIFICATION

SHEET

D A

T E

A P

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T R

E V

IE

W

R

E V

IE

W

M

A R

M

A R

A J

R

E V

IE

W M

A Y

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

D E

T R

O

IT

M

IC

H

IG

A N

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

A

P R

R

E V

IE

W

A

P R

B

C O

E S B

A C

K C

H E

C K

A

P R

C E

R T

IF

IE

D F

IN

S T

O R

A T

IO

N C

L

IN

T O

N R

IV

E R M

O U

T H H

A B

IT

IN

T O

N R

IV

E R A

C O

M B C

O U

N T

Y

H A

R R

IS

O N T

W P

M I

J

U N

E

R E

A D

Y T

O A

D V

E R

T

E

Q U

IR

E D D

E M

O L

IT

IO

N P

L

LIGHT

CONCRETE RAMP

GATE

PARKING

PARKING

PARKING

PARKING

PARKING

O.S.

OPEN

STORAGE

PIERS

R I P

R A P

RI

P-

RAP

RI

P-

RAP

RI

P-

RAP

RIP-RAP

R I P R

A P

RIP-RAP

RIP-RAP

RIP-RAP

PARKI

NG

POND

PILINGS

PILINGS

PILINGS

PIER

PIER

CONCRETE

SOUTH RIVER ROAD

OPEN STORAGE

PARKING

BOAT LIFT

0+00

0 100 100 200FT

SCALE: 1''= 100'

C102

E

,5

,0

N 402,000

E

,5

,0

OPTION 1 - PHRAGMITES REMOVAL PLAN

MDEQ GUIDE TO PHRAGMITES REMOVAL ATTACHMENT

CONTROL AND SECTION 31 31 19.16 PRESCRIPTION BURNING AND

SPECIFICATIONS SECTIONS 31 31 19.13 CHEMICAL VEGETATION

OPTION 1: PHRAGMITES REMOVAL WORK IS DESCRIBED IN

NOTE;

APPROX. 4.2 ACRES

PHRAGMITES REMOVAL

OPTION 1:

N

LEGEND

POND

X

W

X K -X

X -X -0

E B

M A

R

S 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

IDENTIFICATION

SHEET

D A

T E

A P

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T R

E V

IE

W

R

E V

IE

W

M

A R

M

A R

A J

R

E V

IE

W M

A Y

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

D E

T R

O

IT

M

IC

H

IG

A N

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

A

P R

R

E V

IE

W

A

P R

B

C O

E S B

A C

K C

H E

C K

A

P R

C E

R T

IF

IE

D F

IN

S T

O R

A T

IO

N C

L

IN

T O

N R

IV

E R M

O U

T H H

A B

IT

IN

T O

N R

IV

E R A

C O

M B C

O U

N T

Y

H A

R R

IS

O N T

W P

M I

J

U N

E

R E

A D

Y T

O A

D V

E R

T

X

IS

T

IN

G S

IT

E P

L A

N O

P T

IO

N

P

H R

A G

M

IT

E S R

E M

O V

A L P

L

RIVER SIDE NORTH

LAKE SIDE SOUTH

REQUIRED GRADE

ROAD

UNPAVED

EL 579.0

EL 578

0 = 572.46

0 25 50-25-50-75-100-125-150-175-200-225-250-275-300

570.0

-325-350

575.0

580.0

585.0

565.0

585.0

580.0

575.0

570.0

565.0

STA 20+00

RIVER SIDE NORTH

LAKE SIDE SOUTH

EL 581.0

EL 580.0

ROAD

UNPAVED

RIVER SIDE NORTH

LAKE SIDE SOUTH

STA 21+00

1% SLOPE

STA 22+00

RIVER SIDE NORTH

LAKE SIDE SOUTH

C301

EXISTING GRADE

REQUIRED GRADE TOPSOIL

0 25 50-25-50-75-100-125-150-175-200-225-250-275-300-325-350

0 25 50-25-50-75-100-125-150-175-200-225-250-275-300-325-3500 25 50-25-50-75-100-125-150-175-200-225-250-275-300-325-350

570.0

565.0

575.0

580.0

585.0 585.0

580.0

575.0

0 = 572.46

570.0

565.0

585.0

580.0

575.0

570.0

565.0

0 = 572.46

570.0

575.0

580.0

585.0

565.0

570.0

565.0

575.0

580.0

585.0 585.0

580.0

575.0

0 = 572.46

570.0

565.0

SHEET 302

BASIN, SEE DETAIL

REQUIRED RETENTION

1% SLOPE

1% SLOPE

1% SLOPE

ROAD

UNPAVED

ROAD

UNPAVED

ROAD

UNPAVED

EL 575

EL 575 EL 575

EL 575

EL 578

EL 578EL 578

EL 579.0

EL 579.0EL 579.0

SHEET 302

BASIN, SEE DETAIL

REQUIRED RETENTION

SHEET 302

BASIN, SEE DETAIL

REQUIRED RETENTION

SHEET 302

BASIN, SEE DETAIL

REQUIRED RETENTION

ROAD

UNPAVED

EL 580.5

EL 579.5

ROAD

UNPAVED

EL 581.0

EL 580.0

ROAD

UNPAVED

EL 581.0

EL 580.0

LEGEND

NOT SHOWN FOR CLARITY. SEE DETAIL ON SHEET C302

1. TOPSOIL FILL IN THE RETENTION BASIN IS

NOTE:

NATIVE PLANTS

SPECS SECTION 32 93 01

REQUIRED TOPSOIL SEE

ON C-302

CROSS SECTION

GREAT LAKES MARSH

IN THIS SIDE, SEE TYPICAL

FOR REQUIRED WORK

ON C-302

CROSS SECTION

GREAT LAKES MARSH

IN THIS SIDE, SEE TYPICAL

FOR REQUIRED WORK

ON C-302

CROSS SECTION

GREAT LAKES MARSH

IN THIS SIDE, SEE TYPICAL

FOR REQUIRED WORK

ON C-302

CROSS SECTION

GREAT LAKES MARSH

IN THIS SIDE, SEE TYPICAL

FOR REQUIRED WORK

ARMORING

PLACEMENT SITE (DMPS)

EXISTING DREDGE MATERIAL

ARMORING

PLACEMENT SITE (DMPS)

EXISTING DREDGE MATERIAL

ARMORING

PLACEMENT SITE (DMPS)

EXISTING DREDGE MATERIAL

ARMORING

PLACEMENT SITE (DMPS)

EXISTING DREDGE MATERIAL

SECTION 32 93 01

SHEET 11 OF 15 & SPECS

SEE PLANTING PLAN

REQUIRED PLANTING

SECTION 32 93 01

SHEET 11 OF 15 & SPECS

SEE PLANTING PLAN

REQUIRED PLANTING

SECTION 32 93 01

SHEET 11 OF 15 & SPECS

SEE PLANTING PLAN

REQUIRED PLANTING

SECTION 32 93 01

SHEET 11 OF 15 & SPECS

SEE PLANTING PLAN

REQUIRED PLANTING

X

W

X K -X

X -X -0

E B

M A

R

S 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

IDENTIFICATION

SHEET

D A

T E

A P

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T R

E V

IE

W

R

E V

IE

W

M

A R

M

A R

A J

R

E V

IE

W M

A Y

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

D E

T R

O

IT

M

IC

H

IG

A N

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

A

P R

R

E V

IE

W

A

P R

B

C O

E S B

A C

K C

H E

C K

A

P R

C E

R T

IF

IE

D F

IN

S T

O R

A T

IO

N C

L

IN

T O

N R

IV

E R M

O U

T H H

A B

IT

IN

T O

N R

IV

E R A

C O

M B C

O U

N T

Y

H A

R R

IS

O N T

W P

M I

J

U N

E

R E

A D

Y T

O A

D V

E R

T

1"=3' VERT.

1"=30' HOR.

SCALE:

REQUIRED CROSS SECTIONS

STA 19+00

R E

Q U

IR

E D C

R O

S S S

E C

T

IO

REQUIRED GRADE

EXISTING GRADE

REQUIRED GRADE TOPSOIL

EL 575

EL 578

ROAD

UNPAVED EL 579.0

EL 578

EL 575

ROAD

UNPAVED

NATIVE PLANTS

SPECS SECTION 32 93 01

REQUIRED TOPSOIL SEE

ARMORING

PLACEMENT SITE (DMPS)

EXISTING DREDGE MATERIAL ARMORING

PLACEMENT SITE (DMPS)

EXISTING DREDGE MATERIAL

1"=3' VERT.

1"=30' HOR.

SCALE:

SCALE: 1" = 20'

REQUIRED CROSS SECTIONS

TYPICAL GREAT LAKES MARSH

TYPICAL RETENTION BASIN SECTION

12'-0"

1'-0"

9'-0"

22'-0"

X

W

X K -X

X -X -0

E B

M A

R

S 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

IDENTIFICATION

SHEET

D A

T E

A P

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T R

E V

IE

W

R

E V

IE

W

M

A R

M

A R

A J

R

E V

IE

W M

A Y

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

D E

T R

O

IT

M

IC

H

IG

A N

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

A

P R

R

E V

IE

W

A

P R

B

C O

E S B

A C

K C

H E

C K

A

P R

C E

R T

IF

IE

D F

IN

S T

O R

A T

IO

N C

L

IN

T O

N R

IV

E R M

O U

T H H

A B

IT

IN

T O

N R

IV

E R A

C O

M B C

O U

N T

Y

H A

R R

IS

O N T

W P

M I

J

U N

E

R E

A D

Y T

O A

D V

E R

T

SITE (DMPS) ARMORING

MATERIAL PLACEMENT

EXISTING DREDGED

LAKE SIDE SOUTH

RIVER SIDE NORTH

EL 581

EL 580

EDGE OF POND

EL 577, EXISTING

EXISTING POND WALL

POND

EL. 573.8, CENTER OF

EL 579.0

EL 581.0

EL 580.0

EL 577.0

EDGE OF POND

EL 576.0 EXISTING

EXISTING POND WALL

POND

EL. 573.8, CENTER OF

LAKE SIDE SOUTHRIVER SIDE NORTH

CROSS SECTION

GREAT LAKES MARSH

ON THIS SIDE, SEE TYPICAL

FOR REQUIRED WORK

0 25 50 75 100 125 150 175 200 225 250 275 300 325 350 375 400 425-25-50-75-100

0 (572.46)

450 475 500 525

LONG TERM AVERAGE 574.14

SEASONAL HIGH WATER 574.74

580.0

575.0

570.0

565.0565.0

570.0

575.0

580.0

THIS SHEET

BASIN, SEE DETAIL

REQUIRED RETENTION

THIS SHEET

BASIN, SEE DETAIL

REQUIRED RETENTION

SECTION 32 93 01

SHEET 11 OF 15 & SPECS

SEE PLANTING PLAN

REQUIRED PLANTING

SECTION 32 93 01

SHEET 11 OF 15 & SPECS

SEE PLANTING PLAN

REQUIRED PLANTING

SECTION 32 93 01

SEE SPECS

SECTION 32 93 01

SEE SPECS

CROSS SECTION

GREAT LAKES MARSH

ON THIS SIDE, SEE TYPICAL

FOR REQUIRED WORK

0 (572.46)

585.0

580.0

575.0

570.0

565.0

0 = 572.46

570.0

575.0

580.0

585.0

565.0

570.0

565.0

575.0

580.0

585.0 585.0

580.0

575.0

570.0

565.0

0 25 50-25-50-75-100-125-150-175-200-225-250-275-300-325-350

STA 23+00

0 25 50-25-50-75-100-125-150-175-200-225-250-275-300-325-350

STA 25+00

+1.5 (573.96)

+0.5 (572.96)

+1.5 (573.96)

+0.5 (572.96)

EL. 574.3

EL. 574.3

SEE SPEC SECTION 32 93 01

REQUIRED 3" OF CALCAREOUS SOIL MIX

& SPEC SECTION 32 93 01

SEE SHEET 10 AND 11 OF 15

REQUIRED OPEN DUNE PLANTING

PRIOR TO PLANTING

COMPLETED BY OTHERS

WOODY DEBRIS TO BE

EL. 574.3

EL. 574.3

D D

E T

A

IL

R E

Q U

IR

E D C

R O

S S S

E C

T

IO

N S

IN 2017, PRIOR TO PLANTING

WITH DREDGE MATERIAL TO BE COMPLETED BY OTHERS

AND DEEP GREAT LAKE MARSH (APPROX +0.5 L.W.D.) FILL

SHALLOW GREAT LAKE MARSH (APPROX +1.5 L.W.D)

EXISTING GROUND

1 FT. TOPSOIL

SHEET 10 & 11 OF 15

SEE PLANTING PLAN

REQUIRED PLANTING

SEE NOTE 2.

CONTROL LAYER

REQUIRED STRAW MAT EROSION

INSTALL HUMMOCKSINSTALL HUMMOCKS

DEEP MARSH: APPROX STA 2+50 TO STA 7+00 ON SHEET LP101

SHALLOW MARSH: APPROX STA 15+00 TO STA 25+00 ON SHEET LP102

NOTE:

C-302

LEGEND

PRAIRIE ZONE.

THEN BE PLANTED BY THE SAME MIX USED TO PLANT THE WET-MESIC

ON TOP OF THE TOPSOIL LAYER. THE RETENTION BASIN WILL

2. STRAW MAT EROSION CONTROL LAYER SHALL BE PLACED

NOT SHOWN FOR CLARITY. SEE DETAIL THIS SHEET

1. TOPSOIL FILL IN THE RETENTION BASIN IS

NOTE:

ATCH LINE A-A SHEET 11

LAKES MARSH

DEEP GREAT

N

0 50 50 100FT

SCALE: 1''= 50'

LP101

REQUIRED SITE PLAN / PLANTING PLAN

D

C

B

A

.0

P

O B 2

SECTION 32 93 01

SEE SPECIFICATION

(.6 ACRES)

OPEN DUNE

SECTION 32 93 01

SEE SPECIFICATION

MARSH (2.5 ACRES)

GREAT LAKES

STATION

NUMBER NORTH EAST

COORDINATES

13,551,688.21402,132.35 D

13,551,454.91401,921.94 C

13,551,267.42402,089.31 B

13,551,333.32402,405.70 A

COORDINATE TABLE

SEE SHEET C302 FOR TYPICAL MARSH CROSS SECTION OF WORK TO BE COMPLETED

NOTE:

LEGEND

X

W

X K -X

X -X -0

E B

M A

R

S 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

IDENTIFICATION

SHEET

D A

T E

A P

P R

Detroit District of Engineers

US Army Corps

C O

N C

E P

T R

E V

IE

W

R

E V

IE

W

M

A R

M

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A

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H E

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LAKES MARSH

SHALLOW GREAT

E

H

K

REQUIRED SITE PLAN / PLANTING PLAN

0 50 50 100FT

SCALE: 1''= 50'

LP102

GF

STATION

NUMBER NORTH EAST

COORDINATES

13,553,408.81402,509.28K

13,553,406.81402,479.14H

13,553,331.75402,135.72G

13,552,680.86401,809.81F

13,552,473.67402,057.26E

COORDINATE TABLE

SEE SHEETS C301 & C302 FOR CROSS SECTIONS OF WORK TO BE COMPLETED

NOTE:EXISTING UNPAVED ROAD

SECTION 32 93 01

SEE SPECIFICATION

(2.0 ACRES)

OPEN DUNE

SECTION 32 93 01

SEE SPECIFICATION

MEADOW (.52 ACRES)

SOUTHERN WET

SECTION 32 93 01

SEE SPECIFICATION

MARSH (6.1 ACRES)

GREAT LAKES

SECTION 32 93 01

SEE SPECIFICATION

PRAIRIE (3.85 ACRES)

WET-MESIC

LEGEND

N

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Detroit District of Engineers

US Army Corps

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0 100 100 200FT

SCALE: 1''= 100'

LEGEND

SILT FENCE

S O

IL

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O L P

L A

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N

N 402,000

E

,5

,0

SOIL EROSION CONTROL PLAN

C103

SEE SHEET C-104

CONSTRUCTIONENTRANCE

REQUIRED STABLIZED

THIS SHEET

FENCE SEE NOTE 10

REQUIRED SILT

SEE SHEET C104

CONSTRUCTIONENTRANCE

REQUIRED STABLIZED

PROLONGED RAIN EVENT. REQUIRED MAINTENANCE SHALL BE PROVIDED PROMPTLY.

D. SILT FENCE SHALL BE INSPECTED WEEKLY UNDER NORMAL CONDITIONS, WITHIN 24 HOURS OF RAINFALL AND DAILY DURING

REQUIRED, THE SILT FENCE SHALL BE REPLACED PROMPTLY.

C. IF SILT FENCE FABRIC DECOMPOSES OR BECOMES INEFFECTIVE PRIOR TO THE END OF USABLE LIFE AND THE BARRIER IS STILL

SHALL BE TAKEN OFFSITE.

B. BUILDUP OF SEDIMENT SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO 1/3 TO ½OF THE HEIGHT OF THE SILT FENCE AND

A. SILT FENCE SHALL BE INSTALLED PER DETAIL.

10. INSTALL SILT FENCE AS INDICATED ON THE PLAN AND AT ADDITIONAL AREAS, AS NECESSARY.

CONSTRUCTION.

A. NEW LAYERS OF CRUSHED CONCRETE WILL BE ADDED AS OLD LAYER BECOMES COMPACTED AND SHALL BE REMOVED POST

30’X350’X8”

9. INSTALL REQUIRED STABLIZED CONSTRUCTION ENTRANCE AS INDICATED ON THE PLAN . THE ACCESS DRIVE MUST BE A MINIMUM OF

TO REQUIRE ADDITIONAL SESC MEASURES AT THE EXPENSE OF THE CONTRACTOR.

THE MACOMB COUNTY PUBLIC WORK OFFICE SESC DIVISION HAS THE RIGHT

8. IF ANY OF THE SOIL EROSION SEDIMENTATION CONTROL (SESC) MEASURES ON THE SITE ARE DEEMED INADEQUATE OR INEFFECTIVE, WORK OFFICE.

TO CONSTRUCTION OR CHANGED CONDITIONS SHALL BE COMPLIED WITH AS REQUIRED OR DIRECTED BY THE MACOMB COUNTY PUBLIC

AT ALL TIMES DURING CONSTRUCTION ON THIS PROJECT. ANY MODIFICATIONS OR ADDITIONS TO SOIL EROSION CONTROL MEASURES DUE

7. THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN THE SOIL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS BEFORE AND

DEVICES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF SOIL EROSION AND SEDIMENTATION CONTROL

PROGRESSIVE STABILIZATION OF DISTURBED EARTH CHANGE.

5. STAGING THE WORK WILL BE DONE BY THE CONTRACTOR AS DIRECTED IN THESE PLANS AND AS REQUIRED TO ENSURE

LAKES AND PONDS.

OFF SITE AREAS OR IN WATERWAYS. WATERWAYS INCLUDE BOTH NATURAL AND MANMADE OPEN DITCHES, STREAM, STORM DRAINS,

4. EROSION AND SEDIMENTATION FROM WORK ON THE SITE SHALL BE CONTAINED ON THE SITE AND NOT ALLOWED TO COLLECT ON ANY

COUNTY PUBLIC WORK OFFICE.

3. ALL EROSION AND SEDIMENTATION CONTROL WORK SHALL CONFIRM TO THE STANDARDS AND SPECIFICATIONS OF THE MACOMB

CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE SOIL EROSION CONTROL PERMIT.

SEDIMENTATION CONTROL ACT AND THE MACOMB COUNTY SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE. THE

2. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH PART 91 OF ACT 451 OF 1994 AS AMENDED, THE SOIL EROSION AND

1. THE TOTAL AREA DISTURBED AS PART OF THIS PROJECT IS APPROXIMATELY 20 ACRES.

NOTES:

OR LANDSCAPING EQUIPMENT FOR PLANTING THE MARSHES.

AREAS WILL CREATE A SIGNIFICANT DISTURBANCE TO THE EXISTING MARSHES FILL, SUCH US USING CONSTRUCTION

19. TURBIDITY CURTAIN WILL ONLY BE REQUIRED IF THE CONTRACTOR'S ACTIVITIES TO PLANT THE GREAT LAKES MARSHES

18. REMOVE ALL TEMPORARY SOIL EROSION DEVICES AFTER PERMANENT STABILIZATION IS ESTABLISHED.

UPON.

17. FINAL GRADE, ESTABLISHED VEGETATION AND OR LANDSCAPE ALL DISTURBED AREAS SHALL NOT BE BUILT OR PAVED

ISSUED.

SOIL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND ESTABLISHED BEFORE A CERTIFICATE OF COMPLIANCE IS

CONTROL SHALL BE MAINTAINED UNTIL PERMANENT SOIL EROSION CONTROL MEASURES ARE IMPLEMENTED. ALL PERMANENT

TEMPORARILY SOIL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED IMMEDIATELY. ALL TEMPORARY SOIL EROSION

WHEN IT IS NOT POSSIBLE TO PERMANENTLY STABILIZE A DISTURBED AREA AFTER EARTH CHANGE ACTIVITY CEASES, SHALL BE COMPLETED WITHIN 5 CALENDAR DAYS AFTER FINAL GRADING OR THE FINAL EARTH CHANGE HAS BEEN COMPLETED.

16. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES, OR ANY DISTURBED LAND AREA

15. DURING DRY PERIODS, ALL DISTURBED AREAS SHALL BE WATERED FOR DUST CONTROL.

NO ADDITIONAL COST TO THE GOVERNMENT.

GOVERNMENT. THE COR MAY REQUIRE ADDITIONAL SWEEPING IF REQUIRED TO KEEP STREETS AND PARKING AREAS CLEAN AT

THE CONTRACTOR OR AS NECESSARY TO KEEP ALL STREETS AND PARKING AREAS CLEAN AT NO ADDITIONAL COST TO THE

14. STREETS AND PARKING AREAS SHALL BE SCRAPED ON A DAILY BASIS AND SWEPT AT A MINIMUM OF ONCE PER WEEK BY

13. ALL DIRT TRACKED ONTO THE ROADWAY SHALL BE REMOVED IMMEDIATELY.

12. NO DEWATERING IS ANTICIPATED.

MACOMB COUNTY PUBLIC WORKS OFFICE. MULCH MATTING MAY BE USED IN LIEU OF LOOSE MULCH.

FEET. THE MULCH SHALL BE ANCHORED WITH DISC TYPE MULCH ANCHORING TOOL OR OTHER MEANS AS APPROVED BY THE

GRAIN STRAW, SPREAD UNIFORMLY AT THE RATE OF 1 TO 2 TONS PER ACRE OR 100 POUNDS (2-3 BALES) PER 1000 SQUARE

THE PERIMETER OF THE STOCKPILE. IMMEDIATELY AFTER SEEDING, MULCH ALL SEEDED AREAS WITH UNWEATHERED SMALL

WILL BE ON SITE FOR MORE THAN 30 DAYS, THEN THE STOCKPILE MUST BE SEEDED. SILT FENCE MUST BE INSTALLED AROUND

11. ALL STOCKPILE SOIL SHALL BE MAINTAINED IN SUCH A WAY AS TO PREVENT EROSION FROM THE SITE. IF THE STOCKPILE

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IDENTIFICATION

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D A

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Detroit District of Engineers

US Army Corps

C O

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NTS

C104

SEE SHEET C103

APPROXIMATELY 350 FT.

PROFILE VIEW

SEE SHEET C103

S O

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S

STABILIZED CONSTRUCTION ENTRANCE

OTHERWISE.

CONDITIONS. OTHER TYPE OF SILT FENCE SHOWN ON THIS SHEET SHALL BE USED

6. WINTER/FROZEN GROUND SILT FENCE SHALL BE USED ONLY IN WINTER/FROZEN

DISPOSED.

5. AT THE PROJECT COMPLETION; ROCK ACCESS ROAD SHOULD BE REMOVED AND

STABILIZED CONSTRUCTION ENTRANCE.

RACK AREA, STABILIZED WITH STONE, IMMEDIATELY PRIOR TO THE CONSTRUCTION OF THE

4. IF SOILS ARE SUCH THAT WASHING OF TIRES IS REQUIRED. IT SHALL BE DONE IN A WASH

RETURNED TO THE CONSTRUCTION SITE.

3. SEDIMENT DEPOSITED ON PUBLIC RIGHTS SHALL BE REMOVED IMMEDIATELY AND

NECESSARY.

2. STABILIZED CONSTRUCTION ENTRANCES SHALL BE REPAIRED AND ROCK ADDED AS

EVENT.

1. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN

MAINTENANCE NOTES:

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IDENTIFICATION

SHEET

D A

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Detroit District of Engineers

US Army Corps

C O

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REQUIRED GRADING PLAN

LIGHT

POND

TO MATCH EXISTING POND EDGE

REQUIRED POND EDGE

ELEV 578.0

REQUIRED RETENTION BASIN EDGE

FOR CENTER OF POND

REQUIRED FILL ELEV 573.8

0 30 30 60FT

SCALE: 1''= 30'

C.S. 26+00C.S. 13+19

BASIN

RETENTION

LIMIT OF

LIMITS OF REQUIRED WORK

UNPAVED ROAD (EXISTING)

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

REQUIRED MINOR CONTOUR

REQUIRED MAJOR CONTOUR

EXCAVATED MATERIAL SHALL BE TAKEN OFFSITE.

5. ALL EXCAVATED MATERIAL SHALL BE REUSED TO GRADE THE SITE. NO

OF TOPSOIL COMPOST. PONDS REQUIRED FILL IS SHOWN ON SHEET C302.

4. THE ENTIRE GRADED AREA EXCEPT FOR THE PONDS SHALL BE FILLED WITH 1 FT

FINAL.

ELEVATIONS SHOWN ONTHIS SHEET, EXCEPT IN PONDS. PONDS ELEVATION ARE

3. FINISHED GRADE ELEVATIONS ARE +1 FT OF REQUIRED GRADING PLAN

CONTOURS TO EXISTING ELEVATIONS.

2. REQUIRED GRADING SHALL INCLUDE A GRADUAL TRANSITION FROM FINISH

1. SEE SHEETS C301 AND C302 FOR REQUIRED CROSS SECTIONS

NOTE:

CG-101

POND

2 572

572.3

573.8

573.8

575 575

575 575

576 576

577 577

577.4

577.4

577.6

578.0

578.0

578 578

578.2

578.2

578.2

578.3

578.3

578.3

578.3

578.4

578.4

578.5

578.5

578.5

578.5

578.6

578.7

578.8

578.9

578.9

578.9 578.9

LIMIT OF RETENTION BASIN

579.1

579.2

579.2

579.4

579.4

579.5 579.6

579.7

579.7 579.7

579.7

574.3

574.3

LEGEND

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IDENTIFICATION

SHEET

D A

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Detroit District of Engineers

US Army Corps

C O

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0 100 100 200FT

SCALE: 1''= 100'

REAL ESTATE PLAN

ACCESS ROAD

N

MOUTH PROJECT

CLINTON RIVER

N

0 1 MILE 2 MILES

SCALE AS SHOWN

•MILE

1 MILE

LAKE ST. CLAIR

VICINITY MAP

RR101

R E

A L E

S T

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STORAGE AREA

WORK AND

ENTRANCE

CONSTRUCTION

REQUIRED STABLIZED

PROPERTY; WORK BY OTHERS)

(GOVERNMENT FURNISHED

TREE STOCKPILE AREA

ACCESS ROAD

LIMIT OF WORK

PUBLIC ENTRANCE AND BOOTH

TEMPORARY LOCATION OF

SITE AND TO BE REPLACED POST CONSTRUCTION.

IF NECESSARY TO GAIN ACCESS TO THE

ALONG ACCESS ROAD TO BE REMOVED

AND FIRST PORTION OF THE CURBS

THE ISLAND OUTSIDE THE ENTRANCE ACCESS

COMPLETION

RESTRICTIONS AND CONSTRUCTION HOURS.

4. WARNING SIGNAGE SHALL BE PLACED NEAR THE ACCESS ROAD TO INFORM THE PUBLIC ABOUT PARKING

INFORMATION ABOUT TEMPORARY BARRICADES.

THE WEEKENDS AND SHALL BE PLACED BY MONDAY MORNING. SEE SPECIFICATION SECTION 01 50 00 FOR MORE FROM THE AREA AT CLOSE OF BUSINESS DAY EVERY FRIDAY TO OPEN UP PARKING SPACE FOR PUBLIC DURING TRAFFIC WILL BE ALLOWED IN THE NORTH LANE OF THE ROAD. TEMPORARY BARRICADES SHALL BE REMOVED LANES OF TRAFFIC. CONSTRUCTION TRAFFIC IS LIMITED TO THE SOUTH LANE OF ACCESS ROAD AND PUBLIC

3. TEMPORARY BARRICADES SHALL BE PLACED ALONG THE ACCESS ROAD TO SEPARATE THE ROAD FROM OTHER

OF THE PROJECT.

THE DESIGNATED ACCESS ROAD, THE CONTRACTOR SHALL REPLACE THE ISLAND AND THE CURBING UPON THE REMOVED IF NECESSARY TO GAIN ACCESS TO THE SITE AND TO BE REPLACED POST CONSTRUCTION. ACCESS TO ISLAND OUTSIDE THE ENTRANCE ACCESS AND FIRST PORTION OF THE CURBS ALONG ACCESS ROAD TO BE BE PLACED BY MDNR AT THE NORTH ENTRANCE GATE WHERE ALL THE PUBLIC TRAFFIC WILL BE REDIRECTED. THE

2. THE BOOTH NEAR THE SOUTH ENTRANCE GATE SHALL BE TEMPORALLY CLOSED. A TEMPORARY BOOTH SHALL

END OF EACH WORK DAY. RESTRICTIONS EXIST, REFER TO SPEC SECTION 01 50 00

DURING NON-WORK HOURS. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE GATE IS LOCKED AT THE THE COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL INSTALL A TEMPORARY GATE THAT IS LOCKABLE TEMPORARILY, THE CONTRACTOR SHALL RESTORE THE GATE AND THE FENCE TO EXISTING CONDITIONS UPON

1. IF ACCESSING SITE REQUIRES REMOVING THE SOUTH ENTRANCE GATE AND/ OR THE ADJACENT FENCE

NOTES:

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