SL_US-DEEPEN_CN110_Amend0001.pdf

NORTHWEST PIER

SOUTHWEST PIER

REQ'D ACCESS ROAD

EXISTING ACCESS ROAD

FROM MOORING SITE

EXISTING ACCESS ROAD

FLEETING/MOORING AREA

SHARED CONTRACTOR MARINE

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SHEET ID

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US Army Corps

U .S

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DS: LRE_Screen.dscript.dscriptPD: LRE_pdf.pltcfg2:58:42 PM 10/30/2019

...\Active Projects\CG-St Marys River, MI (471310)- New Soo Lock US Channel Deepen\3 - CADD\CAD_BIM\_Sheets\

R O J E

C T N

U M

B E

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F

IL

E N

A M

E

A N

S I

CN110

T R

O

IT

M I

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IC

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IG

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V E

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IT

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REQ'D PLACEMENT AREA

FLOW

NORTH CANAL

SOUTH CANAL

REQ'D STONE PROTECTION STORAGE AREA

CERTIFIED FINAL - READY TO ADVERTISE

O C

T

B1

SCALE: 1" = 200'

N

400'0 200'

OVERALL REQUIRED PLACEMENT SITE - NORTHWEST PIER CONTROL

S L

U S -D

E E

P E

N

C N

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CAPACITY OF THE REQUIRED PLACEMENT SITE.

DEEPENING OF THE CHANNEL (UP TO 307,500 CYD) FITS IN THE AVAILABLE

METHOD OF PLACEMENT TO ENSURE THAT ALL OF THE MATERIAL FROM THE

CONTRACTOR IS RESPONSIBLE TO MANAGE THE SIZE OF MATERIAL AND

REQUIRED PLACEMENT SITE IS APPROXIMATELY 398,800 CYD. THE

SECTION 31 10 00. THE TOTAL VOLUME OF AVAILABLE CAPACITY WITHIN THE

ALL MATERIAL SHALL BE PLACED WITHIN THE TOLERANCES IDENTIFIED IN 4.

THE WATERWAY.

OVERFLOW OUT OF THE DETENTION DITCH DOES NOT ENTER DIRECTLY INTO

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ANY 3.

THE C.O.R.

PLACEMENT AREA IS NOT PERMITTED UNLESS DIRECTED OTHERWISE BY

IN SECTION 31 10 00. PLACEMENT OF MATERIAL OUTSIDE OF THE REQUIRED

LIFT THICKNESS AND COMPACTION REQUIREMENTS SHALL BE AS SPECIFIED

PLACEMENT PLANS AND SLOPES SHALL NOT EXCEED 2H:1V. THE SPECIFIC

THE TOP ELEVATION OF THE PLACEMENT SITE SHALL BE AS SHOWN ON THE 2.

ALL LOCAL, STATE AND FEDERAL REGULATIONS ARE ABIDED BY.

THAT RUNOFF DOES NOT ENTER DIRECTLY INTO THE WATERWAY AND THAT

EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE TO ENSURE

FROM THE CHANNEL DEEPENING HAS COMMENCED AS LONG AS ALL SOIL

ACCESS ROAD AND DETENTION DITCH AFTER PLACEMENT OF MATERIAL

CONTRACTOR CAN PROPOSE TO SEGMENT THE CONSTRUCTION OF THE

DRAWINGS AND AS SPECIFIED IN SPECIFICATION SECTION 35 31 19. THE

REQ'D ACCESS ROADS AND DETENTION DITCH AS SHOWN ON THE

SECTION 31 10 00. ADDITIONALLY, THE CONTRACTOR SHALL CONSTRUCT THE

OF THE UNIT 10 SLUICEWAY OF VEGETATION AS DESCRIBED IN SPEC

THE CONTRACTOR WILL CLEAR THE ENTIRE NORTHWEST PIER AREA WEST 1.

GENERAL NOTES

A M

E N

D M

E N

T

R

E V

IS

E D N

O T

E

CN111

A1

CN112

A1

CN113

A1

CN114

A1

CN115

A1

CN116

A1

CN117

A1