KY-657-MT-18_Drawings.pdf

USDA - NATURAL RESOURCES CONSERVATION SERVICE

michael todd WETLAND RESTORATION PROGRAM PROJECT in cooperation with the Crittenden COUNTY CONSERVATION DISTRICT crittenden COUNTY, KENTUCKY

UNITED STATES DEPARTMENT OF AGRICULTURE

NATURAL RESOURCES CONSERVATION SERVICEUNITED STATES DEPARTMENT OF AGRICULTUREKENTUCKY DEPARTMENT OF FISH AND WILDLIFE RESOURCESLINCOLN COUNTY, KENTUCKYWETLAND RESERVE PROGRAMHYDROLOGY RESTORATION PROJECT

1. COVER/LOCATION SHEET

2. PLAN VIEW

3. DIKE 1 PROFILE

4. STRUCTURAL DETAILS

5. AUXILIARY SPILLWAY DETAILS

BENCHMARK: LATITUDE N37° 23' 34.59", LONGITUDE W87° 51' 53.22"

THE LOCATION AND MARKINGS OF ALL UTILITIES BOTH UNDERGROUND AND

ABOVE GROUND AT THE CONSTRUCTION SITE ARE RESPONSIBILITY OF THE

CONTRACTOR.

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INDEX SHEET DESCRIPTION DESCRIPTION

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PLANNED LOCATION LANNED LOCATION

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ENG JOB CLASS IVIV

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CRITTENDEN COUNTY NOT TO SCALE

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PROPOSED SITE LOCATION NOT TO SCALENOT TO SCALE

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UTILITIES NOTE:

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SITE

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C.RODA.RODARODA

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J.MALDONADO.MALDONADOMALDONADO

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C.RODA.RODARODA

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COVER LOCATION SHEET

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TODD WRP

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LANDOWNER: MICHAEL TODD

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SITE

© 2018 Microsoft Corporation © 2018 DigitalGlobe ©CNES (2018) Distribution Airbus DS

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BORROW AREA A

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WATER CONTROL STRUCTURE 8"SCHEDULE 40 PVC PIPE STA 5+20

AutoCAD SHX Text NOTES: THE EXCAVATED MATERIAL FROM THE OPERATION SHALL BE PLACED AND MOUNDED IN PILES NOT HIGHER THAN 3.0 FEET IN ELEVATION ABOVE THE ELEVATION OF THE NATURAL GROUND IN LOCATIONS AS SHOWN ON THE DRAWINGS. THE PILES SHALL HAVE MINIMUM SIDE SLOPES AT SPOIL SITE AS ANNOTATED ON DRAWINGS. AREAS TO BE CLEARED WILL BE MARKED PRIOR TO CONSTRUCTION OR ANY EXCAVATION. CONSTRUCTED TOP DIKE = 361FT WATER LEVEL ELEVATION =360.5 FT DIKE TOP WIDTH=16 FT DIKE SIDE SLOPES= 8:1 TOTAL WATER STORAGE AREA = 5.8 ACRES

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WORK LIMIT

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WORK LIMIT

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WORK LIMIT

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WORK LIMIT

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BORROW AREA B

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BORROW AREA C

AutoCAD SHX Text AUXILIARY SPILLWAY BOTTOM EL. 360.5' 50.0' WIDE SIDE SLOPES 3:1 MIN 25.0' FLAT SECTION OR AUXILIARY SPILLWAY

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DIKE 1

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DIKE 1 TOP ELEVATION 361'

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POTENTIAL TILE BREAK

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DIKE 1 TOE

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SECTION A-A'

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SECTION A-A'

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C.RODA

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J.MALDONADO

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C.RODA

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PLAN VIEW

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TODD WRP

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LANDOWNER: MICHAEL TODD

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WATER CONTROL STRUCTURE 8"SCHEDULE 40 PVC PIPE STA 5+20

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EXISTING GROUND

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STRIPPING DEPTH=0.5''

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WATER LEVEL EL.=360.5'

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WATER LEVEL EL.=360.5'

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EXISTING GROUND

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STRIPPING DEPTH=0.5''

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DIKE

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STRIPPING DEPTH=0.5''

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DIKE

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BORROW AREA A

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TOP OF DIKE AT SETTLED ELEV. 361'

AutoCAD SHX Text MAX. BOTTOM ELEV. BORROW A,B & C= 356FT SIDE SLOPES SHALL BE NOW STEEPER THAN 6:1

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C.RODA

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J.MALDONADO

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C.RODA

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DIKE 1 PROFILESPROFILES

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TODD WRP

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LANDOWNER: MICHAEL TODD

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16'-0"

DIKE CROSS SECTION @ WATER LEVEL CONTROL STRUCTURE: STATION 5+20

Not to Scale install Bar Guardinstall Rat guard guard post 6" x 6" x 8' Treated Post a a

10'-0" perforated pipe

3'-0" agridrain inline water level control structure or equivalent 8" x 4'

6'-0" rip rap rip rap

8" i.d. schedule 40 pvc pipe agridrain or equivalent 3'x3' anti-seep collar

8"

1'-0"

1'-0" section a-a 6'-0" perforations in the 10' section of pipe are as follows:

Drill 3/4" dia. holes @ 1'-0" c-c drill 4 rows 90 degrees apart.

offset or stagger every other row of holes

90°

90° perforated pipe detail

1'-0" 3/4" dia.

16'-0"

DIKE CROSS SECTION

Not to Scale settled elevation at top of structure: 361.0'

Add 10% for settlement

6" top soil to be removed prior to dike construction details not to scale

EXISTING GROUND

Invert Elevation : 358.14' 0.2'fall

30' min to borrow area

100'0"

Settled elevation at Top of Structure: 361.5'

Small rock to be placed at the pipe outlet

Add 10 % for settlement

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INSERT MATERIALS TABLE

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LANDOWNER: MICHAEL TODD

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C.RODA

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J.MALDONADO

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C.RODA

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STRUCTURAL DETAILS

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TODD WRP

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AutoCAD SHX Text Spillway Elevation 360.5 ft

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LANDOWNER: MICHAEL TODD

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C.RODA

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J.MALDONADO

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C.RODA

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AUXILIARY SPILLWAY DETAILS

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TODD WRP