12FPC321Q0073 Attachment 2 Plans.pdf

CONTRACTOR OR LANDOWNER IS

RESPONSIBLE FOR CALLING

ILLINOIS J.U.L.I.E.

1-800-892-0123 www.illinois1call.com

ILLINOIS STATE

Location Map

Detail Plans for

Vanhyning WRE wetland Reserve Easement Contract

Greene County, Illinois

General Location: SE ¼ Section 25 Twp. 11S, Range 13W

Sheet Listing

1. COVER SHEET

2. PLAN MAP

3. PROFILE/X-SECTION OF DITCH PLUG

4. CONSTRUCTION NOTES/QUANTITES

JOB CLASS IV

Prepared by USDA - Natural Resources Conservation Servic www.il.nrcs.usda.gov

NRCS REQUIRES A MANDATORY PRECONSTRUCTION CONFERENCE BEFORE

CONSTRUCTION BEGINS. NOTIFY THE WINCHESTER USDA SERVICE CENTER A

MINIMUM OF 2 WEEKS BEFORE START DATE TO SCHEDULE.

Cost-share assistance provided by USDA-NRCS through the WRP program

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N a t u r a l

R e s o u r c e s

C o n s e r v a t i o n

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S t a t e s

D e p a r t m e n t o f

A g r i c u l t u r e

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Greene County, Illinois

AutoCAD SHX Text Gieker

AutoCAD SHX Text Gieker

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1/20

AutoCAD SHX Text 1/20

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Vanhyning WRE

AutoCAD SHX Text Excavation Plan Map

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text Sec T R

AutoCAD SHX Text

AutoCAD SHX Text 11N

AutoCAD SHX Text 13W

AutoCAD SHX Text Excavation Area A

AutoCAD SHX Text Excavation Area B

AutoCAD SHX Text Max Pool Area = 13.5 ac

AutoCAD SHX Text Spoil Area

AutoCAD SHX Text Spoil Area

AutoCAD SHX Text Sunflower Road

AutoCAD SHX Text Walkerville Road

AutoCAD SHX Text Ditch Plug Location

CONSTRUCT/ON NOTES:

1. ALL AREAS TO RECEIVE EARTH FILL WILL BE STRIPED OF ALL SOD AND WOODY VEGETATION. WOODY VEGETATION SHALL BE PILED AND BURNT OR DISPOSED OF OFF SITE ACCORDING TO ALL STATE AND LOCAL REQUIREMENTS. SEE NRCS CONSTRUCT/ON SPECIFICATION 2 FOR

DETAILS.

2. DITCH PLUG WILL HAVE A MINIMUM TOP WIDTH OF 50 FT WITH 6: 1 SIDE SLOPES ON ALL SIDES BLENDING TO NATURAL GROUND.

3. FILL SHALL TAKE PLACE IN LIFTS NOT TO EXCEED 6 INCHES AND SHALL BE COMPACTED BY A MINIMUM OF 2 PASSES OF EARTH

MOVING EQUIPMENT OVER THE ENTIRE LIFT SEE NRCS CONSTRUCT/ON SPECIFICATION 23 FOR SPECIFIC DETAILS.

4. BORROW MATERIAL SHALL ONLY BE TAKEN FROM UPSTREAM OF THE FILL SITE AND SHALL BE FREE OF DEBRIS. AL TERNA TE

LOCATIONS SHALL BE APPROVED BY THE ENGINEER.

5. EXCAVATED MATERIAL NOT USED FOR DITCH PLUG FILL SHALL BE PLACED IN DESIGNATED SPOIL AREAS ACCORDING TO NRCS

CONSTRUCTION SPEC 21

6. ALL AREAS RECEIVING FILL OR SPOIL SHALL BE SEEDED AND MULCHED ACCORDING TO NRCS CONSTRUCT/ON SPECIFICATION 6

7. EXCAVATION AREAS SHALL BE LEFT IN AN UNEVEN "ROUGH" CONDTION AND WILL ONLY ACHIEVE THE TARGET BOTTOM ELEVATION OF 441.0

OVER 60% OF THE AREA. WORK LIMITS FOR THE PROPOSED EXCAVATION AREA WILL BE MARKED PRIOR TO CONSTRUCTION.

8. SOUTH SPOIL AREA MAXIMUM FILL ELEVATION SHALL NOT EXCEED 442.0 AND NORTH SPOIL AREA SHALL NOT EXCEED 445.0 FINISHED SIDE

SLOPES OF SPOIL AREAS SHALL BE 8:1 OR FLATTER

QUANTITIES:

TOTAL EARTH FILL = 250 CY

TOTAL EXCAVATION = 2400 CY

TOTAL SEEDING AREA = EST 1.0 ACRES TOTAL MULCHING AREA - EST 1.0 ACRES TOTAL

CLEARING & GRUBBING AREA = EST 2.0 ACRES PLUS ANY WOODY VEGITATION IN POOL

AREAS

Easting 220385.2290

BENCH MARK LOCATION

Point Number 2

Northing 982618. 9450 Elevation 445. 96

Top of steel pin located along creek east of lone at North west corner of property.

ADDITIONAL BENCH MARKS WILL BE SET DURING CONSTRUCT/ON

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