01_DRAFT_CNT2_Plans_4Civil_Part1.pdf

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THIS SHEET

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D-511 EMBANKMENT CENTERLINE

L-512 LEVEE CENTERLINE

PROPERTY LINE

10' (MIN)

10' (MIN)

(SEE NOTE 8)

MUCK AREA

RESTRICTED USE

(SEE NOTE 5)

AND LAYDOWN AREA

CONTRACTOR STAGING

TOWER

CELL

SBA

PROPERTY LINE

POLYGON 12 CORNER847196.19636187.7410

POLYGON 12 CORNER847195.02635880.359

POLYGON 12 CORNER847193.64635539.618

POLYGON 12 CORNER848116.38635546.337

POLYGON 12 CORNER848118.56635718.556

POLYGON 12 CORNER848490.81635713.775

POLYGON 12 CORNER848501.83636368.544

POLYGON 12 CORNER847875.08636369.053

POLYGON 12 CORNER847845.38636504.852

POLYGON 12 CORNER847198.18636506.001

DESCRIPTIONEASTINGNORTHINGPOINT

(SEE NOTE 6)

MUCK AREA

RESTRICTED USE

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®of Engineers

US Army Corps

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I I on any electronic copies.

the signature must be verified signed and sealed and document are not considered

Printed copies of this

Vincent Joseph Severance signed and sealed by

This item has been digitally

License No. 93101

Professional Engineer, State of Florida, Vincent Joseph Severance, B R

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GRIFFIN ROAD

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KEY PLAN

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SITE DEMOLITION PLAN

400' 800'0

MATCH LINE CD0002

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MITIGATION AREA "A"

SOUTHWEST 26TH ST

U S

AND CF0085 FOR BACKFILL REQUIREMENTS.

USED AS BACKFILL IN THE CENTRAL LAKE OR EXISTING BORROW PIT, SEE CF0084

SEE C-0004 FOR AREA LOCATION. RESTRICTED USE MUCK AREA MUST NOT BE 6.

RISK, SEE SHEET C-0006.

MATERIAL AVAILABLE FOR USE BY THE CONTRACTOR AT THE CONTRACTORS OWN

5. STAGING/LAYDOWN AREA CONTAINS EXISTING UNCLASSIFIED STOCKPILE

TO SPECIFICATION 31 00 00 EARTHWORK.

INCIDENTAL BACKFILL RESULTING FROM DEMO ITEMS MUST BE IN ACCORDANCE 4.

WITH SPECIFICATION 02 41 00.

FOOTPRINT TO 50 FEET BEYOND THE TOE OF THE EMBANKMENT IN ACCORDANCE

COMPLETELY REMOVE ALL BURIED PIPING WITHIN THE EMBANKMENT AND CANAL

UNKNOWN LOCATIONS WITHIN THE EMBANKMENT AND CANAL FOOTPRINT.

SITE MAY CONTAIN EXISTING BURIED IRRIGATION AND DRAINAGE PIPES AT 3.

2. WELL LOCATIONS TO BE ABANDONED ARE SHOWN ON SHEET CD0003.

ONSITE STORAGE OF DEBRIS).

INFORMATION (SEE SPECIFICATION 02 41 00 FOR DETAILS AND PROHIBITION OF

ACCURATELY DETERMINED FROM THE EXISTING SURVEY DATA AND PROJECT

OTHER DEBRIS AND DUMPED TRASH. SITE DEMOLITION QUANTITIES CANNOT BE

CULVERTS, ABANDONED UTILITIES, VEHICLE GATES, MONITORING WELLS, AND

THE INTERIOR OF THE SITE INCLUDES MISCELLANEOUS PAVED AREAS, DRAINAGE 1.

GENERAL NOTES

SHEET KEYNOTES

OPTIC, AND ASSOCIATED INFRASTRUCTURE TO BE REMOVED.

EXISTING ABANDONED UNDERGROUND UTILITIES INCLUDING POWER, FIBER 12.

ENVIRONMENTAL PROTECTION REQUIREMENTS WITHIN PROJECT LIMITS.

WETLAND POLYGON 12, SEE SPECIFICATION SECTION 01 57 20 FOR 11.

BE RESTORED TO EXISTING CONDITIONS).

REMOVAL FOR BASE PLACEMENT MAY ENCROACH THIS BUFFER BUT MUST

OFFSET FROM TOE OF SLOPE TO PROPERTY LINE OR RIGHT-OF-WAY (MUCK 10.

PROTECT AREAS FROM CONSTRUCTION ACTIVITIES. SEE SHEET GC0001.

EXISTING CONDITIONS WITHIN BOUNDARY TO REMAIN. CONTRACTOR MUST 9.

FLOW IS NO LONGER NEEDED) WITHIN LIMITS OF MITIGATION AREA "A".

FILL CANAL WITH SIDE-CAST BERM MATERIAL (AFTER MAINTAINING EXISTING 8.

REMOVE CULVERT.7.

EXISTING MITIGATION AREAS NOT TO BE DISTURBED.6.

SEE TYPICAL SECTIONS AND SPECIFICATION 31 10 00.

REQUIRED WITHIN THE LIMITS OF THE EMBANKMENTS, LEVEES, AND CANALS.

TO CF0039). CLEARING AND STRIPPING OF ALL VEGETATION WILL BE

LIMITS OF CLEARING AND STRIPPING (SEE TYPICAL SECTION SHEETS CF0034 5.

SEE SHEET CE0001 FOR CLEARING REQUIREMENTS IN THIS AREA.4.

CLEAR IMPOUNDMENT INTERIOR PER SPECIFICATION SECTION 31 10 00.3.

REMOVE SOUTHWEST 26TH ST VEHICLE GATE.2.

REMOVE SOUTHWEST 26TH ST PAVEMENT AND SUBBASE.1.

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LEGEND

FINGER LAKES

TO BE REMOVED

RESTRICTED USE MUCK AREA

PROTECTED AREA, SEE KEYNOTE 9

CLEARING AND STRIPPING

C-11 IMPOUNDMENT

VEHICLE GATE

PAVEMENT AND

PAVEMENT

VEHICLE GATE

GUARDRAIL AND

VEHICLE GATE

GUARDRAIL AND

CENTRAL LAKE

EXISTING LAKE

POINT TABLE

UNDERGROUND UTILITIES

ABANDONED

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