Drawings_-__Plans.pdf

PDF 34 MB Posted Mar 25, 2015

Attached to: FY15 PIKE RIVER AQUATIC ECOSYSTEM RESTORATION
Solicitation number: W911XK-15-B-0001
Issued by: Department of the Army Corps of Engineers Engineering District Detroit

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Pike River Plans

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Other files

File	Type	Posted
Bid_Abstract.pdf	PDF	May 15, 2015
Specification_01_32_03_Amendment_03.pdf	PDF	May 5, 2015
W911XK-15-B-0001-0003.pdf	PDF	May 5, 2015
Specification_31_00_00.10_Amendment_03.pdf	PDF	May 5, 2015
Drawings_CG501_Amendment_0003.pdf	PDF	May 5, 2015
Drawings_CG105_Amendment_0003.pdf	PDF	May 5, 2015
Specification_01_45_00.00_10.pdf	PDF	Apr 24, 2015
W911XK-15-B-0001-0002.pdf	PDF	Apr 24, 2015
Pike_River_Ecosystem_Restoration_Project_Hydrology.pdf	PDF	Apr 24, 2015
Drawings_-Pike_River_Final_Surface.xml	XML file	Apr 3, 2015
Drawings_-Pike_River_Existing_Surface.xml	XML file	Apr 3, 2015
Drawings_-Pike_River_Existing_Surface.dtm	—	Apr 3, 2015
W911XK-15-B-0001_Amend_0001.pdf	PDF	Apr 3, 2015
W911XK-15-B-0001.pdf	PDF	Mar 25, 2015
Drawings_-__DTM.dtm	—	Mar 25, 2015
Drawings_-__Specification.pdf	PDF	Mar 25, 2015

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680680

0 690

690690

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

Detroit District of Engineers

US Army Corps

E A

Y S

T U

D Y

A U

D P

R A

T R B

A C

K C

H E

C K

M A

R C

C O

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N O

C O

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A C

K C

H E

C K

N O

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T R

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A C

K C

H E

C K

C E

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D F

A L

A N

R E

A D

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D V

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1"=300’

1"=2000’

BRAUN ROAD

BRAUN RD

T H

W O

PROJECT SITE

DURAND AVE

C O

Z Y

A C

R E

D STH 11

S T

I K

I V

E R

P I

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CTH KR

G R

S T

PROJECT LIMIT

ACQUISITION &

PROJECT LIMIT

ACQUISITION &

SEDIMENT SAMPLINGS

WATER VALVE

BORING (& NUMBER)

CENTERLINE

CONTOUR LINE, NEW

CORPORATE LIMITS

CULVERT/CMP, LABEL

CURB & GUTTER,

FUTURE

CURB & GUTTER, NEW

EDGE OF DIRT/FIELD

EDGE OF GRAVEL

EDGE OF WATER

EDGE OF WOODS/BRUSH

FENCE, BARBED WIRE

FENCE, BOARD

FENCE, RAIL

FENCE, SILT

FORCE MAIN, EXISTING

FORCE MAIN, NEW

GUY WIRE

HYDRANT, EXISTING

HYDRANT, NEW

RAILROAD CROSSING

SIGNAL

RAILROAD TRACKS

RIGHT-OF-WAY, FUTURE

RIGHT-OF-WAY, NEW

ROAD SIGN

SANITARY SEWER, NEW

SEC. LINE & CORNER

STORM SEWER, NEW

STRUCTURE, EXISTING

STRUCTURE, FUTURE

STRUCTURE, NEW

STRUCTURE, REMOVAL

TELEPHONE BOOTH

TELEPHONE/ELECTRIC

PEDESTAL OR BOX

TOE/TOP OF BANK,

LABEL

TRAFFIC SIGNAL

TRANSIT LINE W/HPI

TREE, STUMP

WALL, BLOCK

WALL, CONCRETE

WALL, STONE

WATER MAIN, EXISTING

WATER MAIN, NEW

UNDERGROUND CABLE,

CATV

UNDERGROUND CABLE,

ELECTRIC

UNDERGROUND CABLE,

TELEPHONE

WELL

UNDERGROUND MAIN,

GAS

B-1

TOP OF BANK

LEGEND

CONTOUR LINE, EX

SANITARY SEWER, EX

STORM SEWER, EX

CURB & GUTTER, EX

GAS PUMP, ISLAND

HEDGE, DEC/CON

1 DASH PER 2" DIA

18" CMP

ABANDONED SEWER OR

WATER LINE, LABEL

RIGHT-OF-WAY, EXIST

12"

24"

8"FM

8"W

8"SAN

UNDERGROUND CABLE,

FIBER OPTIC

RAILROAD TIES

LANDSCAPE

WETLAND,BOUNDARY

SURVEY POINT

DITCH FLOWLINE, EX

DITCH FLOWLINE, NEW

LABEL, TRUNK DIA

TREE, DEADFALL

FENCE, LABEL

FENCE, CHAIN LINK

FLOODPLAIN BOUNDARY

INLET/CATCH BASIN,

EXISTING

INLET/CATCH BASIN,

NEW

IRON PIPE

IRON ROD

POLE, POWER

MAIL BOX

MATCH/BREAK LINE

POLE, COMBINATION

POLE, LIGHT

POLE, TELEPHONE

MANHOLE, EXISTING

MANHOLE, NEW

MARKER, LABEL

OH OVERHEAD UTILITY

BENCH MARKS

SHEET INDEX

FILL SITE

PROJECT LIMIT

ACQUISITION &

WETLAND SEEDING

PRAIRE SEED

REVEGETATION MAT

CLASS 3 EROSION CONTROL

MEDIUM FIELD STONE

ARMOR SPILLWAY

STONE RIFFLES

AND MULCH

RURAL SEED MIX

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

MICHAEL K. O’BRYAN P.E., CHIEF ENGINEERING & TECHNICAL SERVICES

GI001

P I0

G I0

A .D

G N

L E

G E

N D

D R

A W

G I

N D

E X

G E

N E

R A

L S

P L

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A T

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A P

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

EASTING: 71356.76

NORTHING: 56271.58

ELEV=666.20

STA. 59+22, 2.7’LT

PIKE RIVER BRIDGE @ BRAUN RD.

SECTION 34, T3N, R22E. CTR OF

CORNER SECTION OF �NORTHEAST

BM #1

NICK ZAGER P.E., CHIEF GEOTECH & STRUCTURES BRANCH

WETLANDS

REQUIRED BY ER 1110-1-8152

WITHIN THE SCOPE OF THEIR EMPLOYMENT AS

APPEAR ON THESE PROJECT DOCUMENTS

REGISTRATION DESIGNATIONS OF INDIVIDUALS

ENGINEERS. THE INITIALS OR SIGNATURES AND

DISTRICT OF THE U.S. ARMY CORPS OF

THIS PROJECT WAS DESIGNED BY THE DETROIT

EASTING: 72156.20

NORTHING: 52814.44

ELEV=657.93

RIVER STA 21+51, 25’LT

SET NAIL WEST SIDE OF PIKE

BM #2

EASTING: 72049.61

NORTHING: 51038.55

ELEV=656.54

RIVER STA 3+04, 84.6’LT

CTH KR, WEST SIDE OF PIKE

SET MAGNAIL, SOUTH SIDE OF

BM #3

VILLAGE OF MOUNT PLEASANT, WISCONSIN

PIKE RIVER AQUATIC ECOSYSTEM RESTORATION

DATUM OF 1929.

VERTICAL DATUM: NATIONAL GEODETIC VERTICAL

LOCAL COORDINATE = 71,356.76

PLANE COORDINATE = 2,571,356.76

BM 1

CHARACTERS FROM THE COORDINATE.

EASTING: REMOVE THE FIRST TWO

LOCAL COORDINATE = 56,271.58

PLANE COORDINATE = 256,271.58

BM 1

EXAMPLE:

FROM THE COORDINATE.

NORTHING: REMOVE FIRST CHARACTER

SYSTEM:

FROM WISCONSIN STATE PLANE COORDINATE

TO CONVERT TO LOCAL COORDINATE SYSTEM

SOUTH ZONE, NORTH AMERICAN DATUM OF 1927

WISCONSIN STATE PLANE COORDINATE SYSTEM,

HORIZONTAL DATUM: LOCAL MODIFICATION TO

INDIANA

OHIO

CANADA

LAKE

HURON

K E

A N

INTE

RNATIONAL

BOUNDARY

SAULT ST.

MARIE

MANISTEE

BAY CITY

SAGINAW

DETROIT

TOLEDO

ST. JOSEPH

LAKEE

RIE

MICHIGAN

ILLINOIS

MINN.

IOWA

WISCONSIN

MADISON MILWAUKEE

EAU CLAIR

WAUSAU

MICHIGAN

LEXINGTON

SANILAC

BAY PORT

AREA MAP

LAKE SUPERIOR

PIKE RIVER

MT PLEASANT

LOCATION MAP

VICINITY MAP

PROJECT SITE

MILWAUKEE

RACINE

KENOSHA

COUNTY LINE ROAD

TIME OF THE SURVEY.

AS INDICATING THE GENERAL CONDITIONS EXISTING AT THE

TO 56+85 ON 17APR2007 AND CAN ONLY BE CONSIDERED

STA 0+00 TO STA 29+61 ON 24JAN2007 AND STA 29+61

REPRESENTS THE RESULTS OF A SURVEY DONE FROM

THE INFORMATION DEPICTED ON ALL PROJECT DRAWINGS

SITE

ARCHEOLOGICAL

EXISTING

WETLAND (TYP)

EXISTING

SITE

ARCHEOLOGICAL

EXISTING

LIMIT

ACQUISITION & PROJECT

SHRUB

TREE

NICK ZAGER /S/

WILLIAM D. MERTE /S/

PHILLIP C. ROSS /S/

MICHAEL K. O’BRYAN /S/

BRAUN, JOHN M & WIFE

151-03-22-35-042-000

WEST LINE OF NW� SEC 35-3-22

FELICIAN SISTERS UNITED STATE

151-03-22-34-001-000

BRAUN, JOHN M & MIRIUM F

151-03-22-35-041-000

ANCINEC, DAVID W

151-03-22-35-036-000

DOOLITTLE & TIGHE, DONALD C & S

151-03-22-35-037-000

SMITH-TRYBA, JUDITH M - SUSAN A

151-03-22-35-038-000

BRAUN, TIMOTHY A

151-03-22-26-053-000

S O

WEST LINE OF NW� SEC 35-3-22

PIPPENGER TRUST - GREENE BARBA

151-03-22-35-039-000

BRAUN, VERNA

151-03-22-26-056-004

BRAUN, TIMOTHY A

151-03-22-26-053-000

UNITED STATE

FELICIAN SISTERS

151-03-22-27-013-000

NICHOLAS & WIFE

BRAUN JR,

151-03-22-26-055-000

MAREK, CHAD A

151-03-22-35-040-000

BRAUN, JOHN M & MIRIAM F

151-03-22-35-035-000

AUGUST & WIFE

PERMAN,

151-03-22-26-054-000

GORAN & DIJANA

POZDER,

151-03-22-26-056-000

BRAUN, TIMOTHY A

151-03-22-26-053-000

B R

A U

A D

PIKE RIVER

EASEMENT

DRAINAGE

STORM WATER

DRAINAGE EASEMENT

30’ WIDE STORMWATER

EASEMENT

SEWAGE

40’ WIDE

EASEMENT

SEWAGE

25’ WIDE

BRAUN, JOHN M & MIRIUM F

151-03-22-35-041-000

M A

T C

H L I

E E

2001000

SCALE: 1:100

PROJECT LIMITS

UTILITY EASEMENTSAS NOTED

LEGEND

FEE PARCEL

REAL ESTATE SUMMARY (ENTIRE PROJECT)

M A

T C

H L I

E E

REAL ESTATE PLAN

GC401

R E

A L E

S T

A T

FEE PARCEL: 87.33 US ACRES

TEMPORARY WORK & STORAGE AREA EASEMENTS: 57.41 US ACRES

EASEMENT

DRAINAGE CANAL

66’ WIDE

PROJECT LIMITS

ACQUISITION &

P I0

A .d g n

VILLAGE OF MT. PLEASANT

151-03-22-35-037-010

VILLAGE OF MT. PLEASANT

151-03-22-34-001-010

OWNED LANDS)

AREA EASEMENT (VILLAGE

TEMPORARY WORK & STORAGE

PROJECT LIMITS

ACQUISITION &

PROJECT LIMITS

ACQUISITION &

EASTING NORTHING#

REQUIRED PROJECT LIMIT CONTROL POINTS

71394.04

71387.64

71754.12

71782.07

71994.72

56238.74

55999.58

56001.54

54955.69

54611.02

72273.53

72600.48

72614.15

72681.76 53637.78

53637.72

54162.55

54464.42

72037.05

71963.15

71693.62

71400.71

71056.21

71043.60

71112.36

53761.16

53892.73

54106.00

54627.17

55240.12

55711.95

56237.16

670670670

690690

680 680

680680

PL 38

PL 39

PL 44

PL 37

PL 03

PL 09

PL 04

PL 02

PL 08

PL 40

PL 41

PL 42

PL 43

PL 05

PL 06

PL 07

PL 01

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

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T R

U .S

A R

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P S O

F E

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L A

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L E

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A N

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A Q

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B M

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A M

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D B

D E

N E

D B

D E

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2 3

4 5

M A

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A P

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D A

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U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

Detroit District of Engineers

US Army Corps

E A

Y S

T U

D Y

A U

D P

R A

T R B

A C

K C

H E

C K

M A

R C

C O

E S

E P

N O

C O

E S B

A C

K C

H E

C K

N O

C O

E S /A

T R

D E

C O

E S /A

T R B

A C

K C

H E

C K

C E

R T

D F

A L

A N

R E

A D

Y T

O A

D V

E R

E A

S A

L L

A G

N K

C A

S E

M E

N T

A I

N A

G E

E A

S E

M E

N T

S E

W A

G E

D E

E A

S E

M E

N T

S E

W A

G E

D E

S O

E A

S T

W E

E A

S T

W E

NORTH-SOUTH � LINE OF SE � OF SEC 35-3-22

FINK

EUGENE & NANCY

-052-010

151-03-22-35

PROJECT LIMITS

UTILITY EASEMENTSAS NOTED

LEGEND

N K

G I

T Z

L A

R R

STH 31

E A

S E

M E

N T

S E

W E

S A

N I

T A

R Y

D E

FEE PARCEL

REAL ESTATE SUMMARY (ENTIRE PROJECT)

2001000

SCALE: 1:100

REAL ESTATE PLAN

FEE PARCEL: 87.33 US ACRES

TEMPORARY WORK & STORAGE AREA EASEMENTS: 57.41 US ACRES

M A

T C

H L I

E E

MATCHLINE SHEET 4

E A

S A

N T

E A

S A

N T

GC402

R E

A L E

S T

A T

PROJECT LIMITS

ACQUISITION &

PROJECT LIMITS

ACQUISITION &

PROJECT LIMITS

ACQUISITION &

670670670

690690

680 680

680680

151-03-22-34-019-010

VILLAGE OF MT. PLEASENT

P I0

A .d g n

OWNED LANDS)

AREA EASEMENT (VILLAGE

TEMPORARY WORK & STORAGE

C O

U N

A D

EASTING NORTHING#

REQUIRED PROJECT LIMIT CONTROL POINTS

72681.76

72709.69 52312.11

53637.78

72683.09

72488.31

72243.28

72207.50

72132.61

52312.01

51049.76

51048.12

51057.88

51057.38

72107.50

71957.68

71909.72

71906.70

71908.36

71885.13

71864.82 52309.18

51057.20

51014.20

51013.82

51133.81

51230.91

51230.77

72037.05 53637.83

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

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N Z

X K -1

-B -0

L A

G E O

F M

O U

N T P

L E

A S

A N

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A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

G E

R K

E N

B M

L O

C O

N S

T R

U C

N P

H A

S E

P H

O S

A N

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

Detroit District of Engineers

US Army Corps

E A

Y S

T U

D Y

A U

D P

R A

T R B

A C

K C

H E

C K

M A

R C

C O

E S

E P

N O

C O

E S B

A C

K C

H E

C K

N O

C O

E S /A

T R

D E

C O

E S /A

T R B

A C

K C

H E

C K

C E

R T

D F

A L

A N

R E

A D

Y T

O A

D V

E R

PL 21

PL 16

PL 37

PL 09

PL 10

PL 11

PL 12

PL 13

PL 14

PL 15

PL 17

PL 18

PL 19

PL 20

PL 22

o l d o l d o l d

M C

K E

J O

O A

JOEL & MELISSA NELSON

151-03-22-34-020

-001

RAMCKE, JOHN & JOANNE

151-03-22-34-019

-020

GLEN & MARY HEFLEN

151-03-22-34-020

-000

R A

M C

K E

J O

O A

E A

S A

N T

DOUGLAS & MICHELLE EVANS

151-03-22-34-017

-010

LEE BARNHARDT

151-03-22-34-018

-001

LEE BARNHARDT

151-03-22-34-018

-000

S O

E A

S T

W E

EAST LINE OF SEC 34-3-22

WEST LINE OF SEC 35-3-22

E A

S T

W E

NORTH-SOUTH � LINE OF SE � OF SEC 34-3-22

FINK

EUGENE & NANCY

-052-010

151-03-22-35

PROJECT LIMITS

UTILITY EASEMENTSAS NOTED

LEGEND

N K

L A

M P

A R

T C

FEE PARCEL

REAL ESTATE SUMMARY (ENTIRE PROJECT)

2001000

SCALE: 1:100

REAL ESTATE PLAN

FEE PARCEL: 87.33 US ACRES

TEMPORARY WORK & STORAGE AREA EASEMENTS: 57.41 US ACRES

M A

T C

H L I

E E

MATCHLINE SHEET 3

S H

O R

E L

T B

A C

VG OF MT PLEASANT

151-03-22-35-043-010

GC403

R E

A L E

S T

A T

PROJECT LIMITS

ACQUISITION &

PROJECT LIMITS

ACQUISITION &

PROJECT LIMITS

ACQUISITION &

670670670

690690

680 680

680680

P I0

A .d g n

OWNED LANDS)

AREA EASEMENT (VILLAGE

TEMPORARY WORK & STORAGE

EASTING NORTHING#

REQUIRED PROJECT LIMIT CONTROL POINTS

71864.82 52309.18

71455.10

71467.67

70988.91

71013.72

52307.96

51711.52

51710.47

51041.97

70867.77

70846.96

70579.34

70190.35

51041.65

51661.20

51851.52

51591.82

31 70066.86

70043.95

70343.93

70551.88

71431.36

71427.09

51591.82

52637.54

52977.25

53437.67

53637.91

A AF

P S

C O

E E

R S

D E

T R

In c r e a s e

P r o f it .S u b m it

E C

P ’S

V a g in e e r

T R

A N

D E

T R

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

N Z

X K -1

-B -0

L A

G E O

F M

O U

N T P

L E

A S

A N

E R

A Q

U A

C O

S Y

S T

E M R

E S

T O

R A

G E

R K

E N

B M

L O

C O

N S

T R

U C

N P

H A

S E

P H

O S

A N

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

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IDENTIFICATION

SHEET

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SHEET OF

Detroit District of Engineers

US Army Corps

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PL 31

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PL 29

60"RCP

"RCP

R C P

60"RCP

s e w e r v e n t e n d o f e n d w a l l r i p r a p r i p r a p c o n b u s h e s o u t l i n e p i n e t r e

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PROJECT LIMITS

ACQUISITION &

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CONSTRUCTION STAGING & EROSION CONTROL PLAN

CG401

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SLOPE INTERCEPT

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REQUIRED FOR CONSTRUCTION (TYP)

SLOPE INTERCEPT, EXCEPT AS

DO NOT DISTURB WETLANDS BEYOND

DO NOT DISTURB

ARCHEOLOGICAL SITE

PROJECT LIMITS

ACQUISITION &

ALL DUST CONTROL PRACTICES.

DUST CONTROL ACTIVITIES SHALL COMPLY WITH WDNR TECHNICAL STANDARDS 1068 FOR

11. CONTRACTOR SHALL PERFORM THIS WORK IN A MANNER WHICH MINIMIZES DUST ON-SITE.

DURING DE-WATERING OPERATIONS.

CONTRACTOR SHALL COMPLY WITH WDNR TECHNICAL STANDARDS 1061 TO CONTROL SEDIMENT

10. IN THE EVENT DE-WATERING IS NECESSARY IN THE PERFORMANCE OF THIS WORK, THE

PIKE RIVER SHALL BE DISPOSED OF AND CONTAINED ON VILLAGE-OWNED PROPERTY.

SO THAT SEDIMENT IS NOT RELEASED DOWNSTREAM. ANY SEDIMENT REMOVED FROM THE

THE STREAM AFTER REMOVAL. DREDGING SHALL BE COMPLETED WITH THE UTMOST CARE

PROTECT FISH SPAWNING POPULATIONS.NO SEDIMENT SHALL BE RELEASED BACK INTO

HABITAT FEATURES MUST BE COMPLETED BETWEEN JUNE 1ST AND AUGUST 31ST TO

REMOVAL OF TEMPORARY STREAM CROSSINGS AND THE INSTALLATION OF IN-STREAM

9. ALL IN-STREAM WORK ON THE PIKE RIVER, INCLUDING THE INSTALLATION AND

8. FINISHED FILLED AREAS SHALL ALSO BE STABILIZED W/ TOPSOIL, SEED, AND MULCH.

MULCHED WITHIN 7 DAYS.

7. STOCKPILES THAT WILL BE INACTIVE FOR 30 DAYS OR MORE SHALL BE SEEDED AND

NOTED.

ROCK AND OTHER MATERIAL FROM THE CROSSING AS POSSIBLE UNLESS OTHERWISE

6. REMOVE TEMPORARY CROSSINGS. THE CONTRACTOR MUST ATTEMPT TO REMOVE AS MUCH

THE NEW FISH HABITAT STRUCTURES FROM FILLING IN FROM UPSTREAM DRIFT.

E. DAILY SUBSECTION ACTIVITIES SHALL PROCEED FROM NORTH TO SOUTH TO PREVENT

UNDERLYING SOIL PER THE MANUFACTURER’S RECOMMENDATIONS.

DISTURBED BY GRADING. MATTING SHALL BE INSTALLED IN FULL CONTACT WITH

D. RE-SPREAD TOPSOIL, APPLY SEED, AND INSTALL EROSION MAT ON ALL AREAS

TO THE INSTALLATION OF THE IN-STREAM HABITAT FEATURES.

TRAPPING DEVICES, SUCH AS TURBIDITY BARRIER, SHOULD BE INSTALLED PRIOR

C. INSTALL LOW FLOW IN-STREAM HABITAT FEATURES. IN-STREAM SEDIMENT

MATERIAL SHALL BE DISPOSED OF AS SHOWN ON SHEET 28 THOUGH SHEET 31.

B. EXCAVATE NEW FLOOD CHANNEL TO THE GRADES SHOWN. EXCESS EXCAVATED

AS DESIGNATED BY THE VILLAGE.

A. STRIP AND STOCKPILE TOPSOIL IN AREAS WITHIN THE PROJECT LIMITS AND/OR

FOR THE CONSTRUCTION OF THE CHANNEL IMPROVEMENTS:

5. DAILY SUBSECTION ACTIVITIES ARE GENERALLY EXPECTED TO PROCEED AS FOLLOWS

DETAILS

SEE SHEET CG502 FOR

REQ’D EROSION BALES

FOR DETAILS

SEE SHEET CI502

CMP IN DITCH LINE.

32’-15" TEMPORARY

TRACKING PAD. ADD

14’ X 50’

INSTALL REQ’D

DETAILS

SEE SHEET CG502 FOR

REQ’D EROSION BALES

REQ’D SLOPE INTERCEPT

PRESERVE EXISTING TREES

CROSSING (SEE DETAILS ON CG501)

REQ’D LOCATION OF TEMPORARY CMP STREAM

(SEE DETAILS ON CG501)

CMP STREAM CROSSING

REQ’D LOCATION OF TEMPORARY

WDNR CONSERVATION PRACTICE STANDARD DEWATERING (1061).

STANDING WATER NEEDS TO BE REMOVED IT SHALL BE DONE IN ACCORDANCE WITH

EXISTING SOIL IN PLACE BETWEEN THE WORK AREA AND THE WATERWAYS. IF

ONLINE. THIS MAY BE ACCOMPLISHED BY CONSTRUCTING BERMS AND/OR LEAVING

UNTIL IT IS FINISHED GRADED, SEEDED, AND MATTED PRIOR TO BEING TURNED

ACTIVITIES AS LONG AS THE CONTRIBUTING DRAINAGE AREA CAN BE CONTAINED

OF THIS REQUIREMENT IS TO ALLOW THE CONTRACTOR TO PERFORM MASS GRADING

DOES NOT DRAIN DIRECTLY TO THE RIVER AND/OR ITS TRIBUTARIES. THE INTENT

STABILIZED TO DNR SATISFACTION. OFFLINE IS DEFINED AS ANY AREA THAT

EXCAVATION SHALL NOT BE TURNED ONLINE UNTIL THE DISTURBED AREA IS

OFFLINE RESTORATION OF PREVIOUS DAY’S SUBSECTION IS COMPLETED. ALL

RESTORED, NO NEW SUBSECTION SHALL BE DISTURBED UNTIL THE SATISFACTORY

PRIOR TO FORECASTED RAIN EVENTS. IF PREVIOUS DAYS SUBSECTION WAS NOT

FORECAST CONDITIONS IN ORDER TO ACHIEVE FINAL PERMANENT STABILIZATION

SAME WORK DAY. EXCAVATION SHALL OCCUR UNDER LOW FLOW AND DRY WEATHER

TYPICALLY, EACH SUBSECTION WILL BE COMPLETED (SEEDED AND MATTED) IN THE

EXCAVATION, DISPOSAL WORK AND RESTORATION THAT CAN BE COMPLETED IN A DAY.

AND/OR ITS TRIBUTARIES. THE SUBSECTION IS LIMITED BY THE AMOUNT OF

ONLINE IS DEFINED AS ANY AREA THAT DRAINS DIRECTLY TO THE RIVER

WORK, STARTING AT THE MOST UPSTREAM PROJECT EXTENT AND MOVING DOWNSTREAM.

EXCAVATION WILL BE SUBDIVIDED INTO DAILY SUBSECTIONS OFONLINE4. ALL

CONTRACTOR IS RESPONSIBLE FOR IMMEDIATE/DAILY CLEAN-UP.

3. TRUCK TIRES SHALL BE CLEAN PRIOR TO EXITING SITE/ ENTERING CTH KR.

SHALL BE INSTALLED PRIOR TO INSTALLING THE CROSSINGS.

IN-STREAM SEDIMENT TRAPPING DEVICES, SUCH AS TURBIDITY BARRIER,

2. INSTALL TEMPORARY STREAM CROSSINGS AS NEEDED TO COMPLETE WORK.

INCLUDING BUT NOT LIMITED TO SILT FENCE AND TRACKING PADS.

1. INSTALL TEMPORARY EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND

CONSTRUCTION STAGING NOTES:

DETAILS ON CG501)

CMP STREAM CROSSING (SEE

REQ’D LOCATION OF TEMPORARY

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IDENTIFICATION

SHEET

D A

T E

A P

P R

SHEET OF

Detroit District of Engineers

US Army Corps

E A

Y S

T U

D Y

A U

D P

R A

T R B

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H E

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M A

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NORTH-SOUTH � LINE OF SE � OF SEC 35-3-22

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MATCHLINE SHEET 07

CG402

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2001000

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SEE SHEET CG501 FOR DETAIL

WETLAND WITH SILT FENCE

PROTECT EXISTING

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