FBO_6_Attachment_4__KY-657-MG-18_signed_DLS.pdf

PDF 6 MB Posted Aug 23, 2018

Attached to: Guthrie WRP Wetland Enhancement, County of Graves, State of Kentucky
Solicitation number: 121A2318Q0042
Issued by: Department of Agriculture National Resources Conservation Service Headquarters

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Attachment 4 Guthrie WRP KY-657-MG-18

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FBO_10_Attachment_2_to_Amendment_001_Pre-Teleconference_and_Site_Visit_Agenda_COR_CI_Contractors.pdf	PDF	Sep 7, 2018
FBO_8_Amendment_001_to_Solicitation_121A2318Q0042_Guthrie_WRP.pdf	PDF	Sep 7, 2018
FBO_9_Attachment_1_to_Amendment_001_REVISED_PRICING_SCHEDULE_121A2318Q0042_Guthrie_WRP.pdf	PDF	Sep 7, 2018
FBO_3_Attachment_1_Guthrie_WREP_Specifications.pdf	PDF	Aug 23, 2018
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FBO_2_Solicitation_Terms_and_Conditions_Clauses_Instructions-08_20_2018.pdf	PDF	Aug 23, 2018
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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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A g r i c u l t u r e

PLANS FOR A

WETLAND RESTORATION PROJECT

ON THE

MITCHELL & DAYNA GUTHRIE PROPERTY

NATURAL RESOURCES CONSERVATION SERVICE

OF THE

UNITED STATES DEPARTMENT OF AGRICULTURE

WITH THE ASSISTANCE OF

GRAVES CO. CONSERVATION DISTRICT

ENG JOB CLASS IV

VICINITY MAP

Graves, KY

NOT TO SCALE

INDEX

TITLE SHEET

Cover and Location 1

WREP Easement Plan View 2

Rock Check Dam / Ditch Plug #1

Ditch Plug #2

Ditch Plug #3

Ditch Plug #4

Dike Plan View 7

Dike Profile & Cross-Section 8

Dike Water Control Structure & Pipe X-Sect.

Dike Auxiliary Spillway Plan & X-Section

Typical Borrow Area Basin Section

Note:

ALL UTILITIES ARE THE RESPONSIBILITY OF THE

LANDOWNER AND CONTRACTOR. CALL B.U.D.

(1-800-752-6007) AT LEAST 24 HOURS BEFORE

EXCAVATION WORK BEGINS. SOME UTILITIES ARE

NOT PART OF THE B.U.D. SYSTEM. THIS DOES NOT

RELIEVE THE CONTRACTOR OF THE RESPONSIBLITY

FOR THEM.

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Graves County, KY County, KYKY

AutoCAD SHX Text M. Hauser, CE

AutoCAD SHX Text D. Stangeland, CE

AutoCAD SHX Text 6/2018

AutoCAD SHX Text

WETLAND RESTORATION (657)

AutoCAD SHX Text Wetland Reserve Enhancement Program

AutoCAD SHX Text

AutoCAD SHX Text Guthrie, Mitchell & Dayna, WREP, WREPWREP

AutoCAD SHX Text KY-657-MG-18.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/25/18 2:38 PM

AutoCAD SHX Text

KY-657-MG-18

AutoCAD SHX Text

AutoCAD SHX Text Guthrie WREP Site

AutoCAD SHX Text Lat.: 36° 42' 15.89" NLon.: 88° 48' 13.43" W 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

S e r v i c e

U n i t e d

S t a t e s

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

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AutoCAD SHX Text

BENCHMARK #1

AutoCAD SHX Text

ELEV.: 442.00'

AutoCAD SHX Text

CP#12

AutoCAD SHX Text

CP#5

AutoCAD SHX Text

ELEVATION:390.84'

AutoCAD SHX Text

POB - IP#1

AutoCAD SHX Text OLD DUBLIN - BALTIMORE ROAD PER DEED BOOK 30 PAGE 235 (Closed by Fiscal Court Nov. 10, 2014)

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Graves County, KY County, KYKY

AutoCAD SHX Text M. Hauser, CE

AutoCAD SHX Text D. Stangeland, CE

AutoCAD SHX Text Dan Stangeland

AutoCAD SHX Text 6/2018

AutoCAD SHX Text 6/25/2018

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

WETLAND RESTORATION (657)

AutoCAD SHX Text WREP Easement Plan View

AutoCAD SHX Text

AutoCAD SHX Text Guthrie, Mitchell & Dayna, WREP, WREPWREP

AutoCAD SHX Text KY-657-MG-18.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/25/18 2:38 PM

AutoCAD SHX Text

KY-657-MG-18

AutoCAD SHX Text

AutoCAD SHX Text Rock Ditch Plug #1

AutoCAD SHX Text Ditch Plug #2

AutoCAD SHX Text Ditch Plug #3

AutoCAD SHX Text Mowing Area

AutoCAD SHX Text Trail Mowing

AutoCAD SHX Text

BENCH MARK

AutoCAD SHX Text

NO.

AutoCAD SHX Text

ELEV.

AutoCAD SHX Text COORD. (KY St. Plane S. Zone)

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text Base

AutoCAD SHX Text 385.69'

AutoCAD SHX Text Northing: 1788685.363 ft Easting: 745832.806 ft

AutoCAD SHX Text 1 " x 1 " Wooden Hub Stake with Tack by Trail 12" x 1 " Wooden Hub Stake with Tack by Trail 12" Wooden Hub Stake with Tack by Trail to West of North-South Ditch Separating Fields

AutoCAD SHX Text

IP #30

AutoCAD SHX Text 387.13'

AutoCAD SHX Text Northing: 1789989.178 ft Easting: 745338.863 ft

AutoCAD SHX Text 12" Rebar Iron Pin (Set) & Cap stamped "R. NEUHAUS KY PLS-3857"

AutoCAD SHX Text

TBM #3

AutoCAD SHX Text 379.35'

AutoCAD SHX Text Northing: 1787665.941 ft Easting: 745811.742 ft

AutoCAD SHX Text 1 " x 1 " Wooden Hub Stake with Tack 12" x 1 " Wooden Hub Stake with Tack 12" Wooden Hub Stake with Tack on West side of Ditch between Existing Culverts

AutoCAD SHX Text

TBM #4

AutoCAD SHX Text 378.31'

AutoCAD SHX Text Northing: 1787867.377 ft Easting: 744582.350 ft

AutoCAD SHX Text 1 " x 1 " Wooden Hub Stake with Tack 12" x 1 " Wooden Hub Stake with Tack 12" Wooden Hub Stake with Tack Northwest of Existing Culvert

AutoCAD SHX Text

TBM #5

AutoCAD SHX Text 380.23'

AutoCAD SHX Text Northing: 1787487.406 ft Easting: 744637.360 ft

AutoCAD SHX Text 1 " x 1 " Wooden Hub Stake with Tack 12" x 1 " Wooden Hub Stake with Tack 12" Wooden Hub Stake with Tack Northeast of Existing Culvert near Ditch

AutoCAD SHX Text

TBM #6

AutoCAD SHX Text 377.32'

AutoCAD SHX Text Northing: 1786960.824 ft Easting: 743832.523 ft

AutoCAD SHX Text 1 " x 1 " Wooden Hub Stake with Tack 12" x 1 " Wooden Hub Stake with Tack 12" Wooden Hub Stake with Tack Southwest Corner of WREP Easement near Ditch

AutoCAD SHX Text

CP #5

AutoCAD SHX Text 387.53'

AutoCAD SHX Text Northing: 1788789.96 ft Easting: 745848.59 ft

AutoCAD SHX Text 12" Rebar Iron Pin (Set) & Cap stamped "R. NEUHAUS KY PLS-3857"

AutoCAD SHX Text

CP #12

AutoCAD SHX Text 378.69'

AutoCAD SHX Text Northing: 1787585.22 ft Easting: 745748.17 ft

AutoCAD SHX Text 12" Rebar Iron Pin (Set) & Cap stamped "R. NEUHAUS KY PLS-3857"

AutoCAD SHX Text

BM #1

AutoCAD SHX Text 442.00'

AutoCAD SHX Text Northing: 1789836.76 ft Easting: 746231.78 ft

AutoCAD SHX Text

IPCS "AEI CONTROL"

AutoCAD SHX Text

IP #1

AutoCAD SHX Text 390.84'

AutoCAD SHX Text Northing: 1789981.42 ft Easting: 745362.50 ft

AutoCAD SHX Text 12" Rebar Iron Pin (Set) & Cap stamped "R. NEUHAUS KY PLS-3857"

AutoCAD SHX Text Ditch Plug #4

Dike, SWA

Flow Fill

Top of Bank

Riprap >3 >3

1 1

Stripping

Flow

>2H:1V slope

Crest Section

B B

Compacted Fill Stripping Line

Riprap Non-woven geotextile

Section A-A Rock over flow ditch plug not to scale

Section B-B Rock over flow ditch plug not to scale

Plan View Not to Scale

Top of Bank

*Note: Material Rock Rip Rap KYDOT Classs III

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Notes:

1. All areas to receive earthfill shall be stripped to a depth of 0.5 feet prior to the placement of earthfill, including borrow areas. All stripped material shall be deposited in the waste areas designated or as designated by

NRCS personnel.

2. All earthfill shall be acquired from the borrow areas as shown on the plan views or as designated by NRCS personnel.

3. All borrow side slopes shall be 6 hor. to 1 vert. or flatter with depth not to exceed 1.5 feet below original ground unless specified on plans or designated by NRCS personnel.

4. All disturbed areas shall be permanently vegetated as specified in Construction Specification 6 according to

NRCS Conservation Practice Standard (342) Critical Area Planting, unless otherwise specified.

AutoCAD SHX Text Constructed Top Elev. = 378.7' Top of Rock Riprap

AutoCAD SHX Text Strip 0.5 ft

AutoCAD SHX Text

CP#12

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Graves County, KY County, KYKY

AutoCAD SHX Text M. Hauser, CE

AutoCAD SHX Text D. Stangeland, CE

AutoCAD SHX Text Dan Stangeland

AutoCAD SHX Text 6/2018

AutoCAD SHX Text 6/25/2018

AutoCAD SHX Text

WETLAND RESTORATION (657)

AutoCAD SHX Text Rock Check Dam / Ditch Plug #1

AutoCAD SHX Text

AutoCAD SHX Text Guthrie, Mitchell & Dayna, WREP, WREPWREP

AutoCAD SHX Text KY-657-MG-18.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/25/18 2:38 PM

AutoCAD SHX Text

KY-657-MG-18

AutoCAD SHX Text

TABLE OF QUANTITIES

AutoCAD SHX Text Rock Check Dam (Ditch Plug)

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text Excavation

AutoCAD SHX Text

AutoCAD SHX Text Earthfill

AutoCAD SHX Text

AutoCAD SHX Text Geotextile

AutoCAD SHX Text

AutoCAD SHX Text Rock Riprap

AutoCAD SHX Text Tons

AutoCAD SHX Text

AutoCAD SHX Text Rock Check Dam (Ditch Plug) #1

AutoCAD SHX Text Existing Culvert (leave in-place)

AutoCAD SHX Text Mowing Area 0.6 ac

AutoCAD SHX Text Borrow Area (Strip 0.5')

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text (Looking D/S)

Existing Culvert (leave in-place) 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

S e r v i c e

U n i t e d

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

A g r i c u l t u r e

Surface Drainage Removal (Ditch Plugging)

· A minimum depth of 0.5 ft shall be stripped prior to installing ditch plug as shown on plans.

· Minimum length to be filled will be 100 ft.

· All side slopes shall be 6 H:1 V or flatter.

· All fill shall be compacted to Construction Specification 23 Earthfill

Compaction Class C, with 3 passes of the tracks or tires of earth-moving equipment over the entire fill area in 9 in. lifts.

· Fill shall be crowned a minimum of 1.0 ft above the top of the lowest existing channel bank to account for settlement and to prevent concentrated overflow over the ditch plug.

· All disturbed ground and ditch plug shall be seeded according to

Conservation Practice Standard (342) Critical Area Planting.

AutoCAD SHX Text Ditch Plug Constructed Elev. = 378.7'

AutoCAD SHX Text Strip 0.5 ft below Ditch Plug prior to placing Earthfill

AutoCAD SHX Text Flow

AutoCAD SHX Text Original Bottom of Ditch

AutoCAD SHX Text Original Top of Bank

AutoCAD SHX Text Existing Culvert (leave in place)

AutoCAD SHX Text Side Ditch

AutoCAD SHX Text Strip 0.5 ft below Ditch Plug prior to placing Earthfill

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Graves County, KY County, KYKY

AutoCAD SHX Text M. Hauser, CE

AutoCAD SHX Text D. Stangeland, CE

AutoCAD SHX Text Dan Stangeland

AutoCAD SHX Text 6/2018

AutoCAD SHX Text 6/25/2018

AutoCAD SHX Text

WETLAND RESTORATION (657)

AutoCAD SHX Text Ditch Plug #2

AutoCAD SHX Text

AutoCAD SHX Text Guthrie, Mitchell & Dayna, WREP, WREPWREP

AutoCAD SHX Text KY-657-MG-18.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/25/18 2:38 PM

AutoCAD SHX Text

KY-657-MG-18

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

TABLE OF QUANTITIES

AutoCAD SHX Text Ditch Plug

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text Earthfill

AutoCAD SHX Text

AutoCAD SHX Text Ditch Plug #2: Top Constructed Elev.: 378.7 ft Length: 100 ft Volume Earthfill: 378 C.Y. Top Width: 16.0 ft Side Slopes: 6H:1V Pool Elev. 378.0 ft Pool Area 0.9 ac

AutoCAD SHX Text Borrow Area 0.5 ac Strip 0.5 ft Borrow 0.5 ft

AutoCAD SHX Text Mowing Area, 1.4 ac

AutoCAD SHX Text Existing Culvert

(Looking D/S) 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

S e r v i c e

U n i t e d

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

A g r i c u l t u r e

Surface Drainage Removal (Ditch Plugging)

· A minimum depth of 0.5 ft shall be stripped prior to installing ditch plug as shown on plans.

· Minimum length to be filled will be 100 ft.

· All side slopes shall be 6 H:1 V or flatter.

· All fill shall be compacted to Construction Specification 23 Earthfill

Compaction Class C, with 3 passes of the tracks or tires of earth-moving equipment over the entire fill area in 9 in. lifts.

· Fill shall be crowned a minimum of 1.0 ft above the top of the lowest existing channel bank to account for settlement and to prevent concentrated overflow over the ditch plug.

· All disturbed ground and ditch plug shall be seeded according to

Conservation Practice Standard (342) Critical Area Planting.

AutoCAD SHX Text Ditch Plug Constructed Elev. = 379.0'

AutoCAD SHX Text Strip 0.5 ft below Ditch Plug prior to placing Earthfill

AutoCAD SHX Text Flow

AutoCAD SHX Text Original Bottom of Ditch

AutoCAD SHX Text Original Top of Bank

AutoCAD SHX Text Strip 0.5 ft below Ditch Plug prior to placing Earthfill

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Graves County, KY County, KYKY

AutoCAD SHX Text M. Hauser, CE

AutoCAD SHX Text D. Stangeland, CE

AutoCAD SHX Text Dan Stangeland

AutoCAD SHX Text 6/2018

AutoCAD SHX Text 6/25/2018

AutoCAD SHX Text

WETLAND RESTORATION (657)

AutoCAD SHX Text Ditch Plug #3

AutoCAD SHX Text

AutoCAD SHX Text Guthrie, Mitchell & Dayna, WREP, WREPWREP

AutoCAD SHX Text KY-657-MG-18.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/25/18 2:38 PM

AutoCAD SHX Text

KY-657-MG-18

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

TABLE OF QUANTITIES

AutoCAD SHX Text Ditch Plug

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text Earthfill

AutoCAD SHX Text

AutoCAD SHX Text Ditch Plug #3: Top Constructed Elev.: 379.0 ft Length: 100 ft Volume Earthfill: 159 C.Y. Top Width: 8.0 ft Side Slopes: 6H:1V

AutoCAD SHX Text Borrow Area 0.2 ac Strip 0.5 ft Borrow 0.5 ft

AutoCAD SHX Text Mowing Area, 1.1 ac

AutoCAD SHX Text Existing Culvert (Leave in place) 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

S e r v i c e

U n i t e d

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

Surface Drainage Removal (Ditch Plugging)

· A minimum depth of 0.5 ft shall be stripped prior to installing ditch plug as shown on plans.

· Minimum length to be filled will be 100 ft.

· All side slopes shall be 6 H:1 V or flatter.

· All fill shall be compacted to Construction Specification 23 Earthfill

Compaction Class C, with 3 passes of the tracks or tires of earth-moving equipment over the entire fill area in 9 in. lifts.

· Fill shall be crowned a minimum of 1.0 ft above the top of the lowest existing channel bank to account for settlement and to prevent concentrated overflow over the ditch plug.

· All disturbed ground and ditch plug shall be seeded according to

Conservation Practice Standard (342) Critical Area Planting.

AutoCAD SHX Text Ditch Plug Constructed Elev. = 376.0'

AutoCAD SHX Text Strip 0.5 ft below Ditch Plug prior to placing Earthfill

AutoCAD SHX Text Flow

AutoCAD SHX Text Original Bottom of Ditch

AutoCAD SHX Text Original Top of Bank

AutoCAD SHX Text Strip 0.5 ft below Ditch Plug prior to placing Earthfill

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Graves County, KY County, KYKY

AutoCAD SHX Text M. Hauser, CE

AutoCAD SHX Text D. Stangeland, CE

AutoCAD SHX Text Dan Stangeland

AutoCAD SHX Text 6/2018

AutoCAD SHX Text 6/25/2018

AutoCAD SHX Text

WETLAND RESTORATION (657)

AutoCAD SHX Text Ditch Plug #4

AutoCAD SHX Text

AutoCAD SHX Text Guthrie, Mitchell & Dayna, WREP, WREPWREP

AutoCAD SHX Text KY-657-MG-18.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/25/18 2:38 PM

AutoCAD SHX Text

KY-657-MG-18

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

TABLE OF QUANTITIES

AutoCAD SHX Text Ditch Plug

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text Earthfill

AutoCAD SHX Text

AutoCAD SHX Text Ditch Plug #4: Top Constructed Elev.: 376.0 ft Length: 50 ft Volume Earthfill: 67 C.Y. Top Width: 8.0 ft Side Slopes: 6H:1V

AutoCAD SHX Text Borrow Area, 0.1 ac Mowing Area, 0.2 ac near Ditch Plug #3

AutoCAD SHX Text Mowing Area, 1.2 ac 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

S e r v i c e

U n i t e d

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AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Graves County, KY County, KYKY

AutoCAD SHX Text M. Hauser, CE

AutoCAD SHX Text D. Stangeland, CE

AutoCAD SHX Text Dan Stangeland

AutoCAD SHX Text 6/2018

AutoCAD SHX Text 6/25/2018

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

WETLAND RESTORATION (657)

AutoCAD SHX Text Dike (356) Plan View

AutoCAD SHX Text

AutoCAD SHX Text Guthrie, Mitchell & Dayna, WREP, WREPWREP

AutoCAD SHX Text KY-657-MG-18.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/25/18 2:38 PM

AutoCAD SHX Text

KY-657-MG-18

AutoCAD SHX Text

AutoCAD SHX Text Dike: Top Constructed Elev.: 384.3 ft Top Settled Elev.: 384.0 ft Length: 446 ft Volume Earthfill: 2053 C.Y. Top Width: 12 ft Front & Back Slopes: 6H:1V Pool Elevation: 383.0 ft Pool Area: 1.4 ac

AutoCAD SHX Text Borrow Area, 1.0 ac (Strip 0.5', Borrow 1.0')

AutoCAD SHX Text Mowing Area, 4.9 ac

AutoCAD SHX Text Borrow Area, 0.3 ac (Strip 0.5', Borrow 1.0')

AutoCAD SHX Text Dike spans Ditch and acts as Ditch Plug

Old Dublin-Baltimore Road (closed - overgrown)

Dike Constructed

Elev. = 384.3'

Dike Settled Elev. = 384.0'

Mound Dike Add'l 0.5 ft to Prevent Overtopping at WCS Constructed Elev. = 384.8'

Strip 0.5 ft below Dike prior to Placing Earthfill

8" Sch 40 PVC Pipe w/ 8" x 4' In-Line Water Control Structure @ Sta 4+36

Pool Elev. = 383.0'

Aux. Spillway @ Sta 0+78

Elev. = 383.0'

Old Dublin-Baltimore Road Bed

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Notes:

1. Constructed top of embankment allows for 10% settlement.

2. All areas to receive earthfill shall be stripped to a depth of 0.5 feet prior to the placement of earthfill,including borrow areas.

3. The embankments, auxiliary spillways, and all disturbed areas (except the pool areas) shall be permanently vegetated as specified in Construction Specification 6 according to NRCS Conservation Practice Standard Critical Area Planting (342) unless otherwise specified. The pool area is that area upstream of the embankment below the maximum water.

4. All earthfill shall be acquired from the borrow areas as shown on the plan views or as designated by NRCS personnel.

5. The minimum distance from the upstream toe of the embankment to the edge of the pool borrow area shall be 30 feet.

6. All embankment front and back slopes shall be 6 horiz. to 1 vert. or flatter, unless specified on plans.

7. The stripped material from the foundations of embankments shall be used for the last 0.2' of earthfill for construction of embankment. All other stripped material such as that from borrow areas shall be deposited in the waste areas designated as spoil pile. The final extent and location of the waste areas are as shown on plans or as determined during construction by NRCS personnel.

8. The majority of borrow side slopes should be 10 horiz. to 1 vert. or flatter unless specified on plans.

All borrow side slopes should be no steeper than 6 horiz. to 1 vert. unless prior approval is granted by the engineer.

9. Spoil piles shall be used to create habitat mounds. The habitat mounds shall vary in elevation,but no higher than 3 feet above original ground. All side slopes for habitat mounds shall be 4H:1V or flatter.

Mounds may be left rough graded and left with rough side slopes.

AutoCAD SHX Text Flow

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Graves County, KY County, KYKY

AutoCAD SHX Text M. Hauser, CE

AutoCAD SHX Text D. Stangeland, CE

AutoCAD SHX Text Dan Stangeland

AutoCAD SHX Text 6/2018

AutoCAD SHX Text 6/25/2018

AutoCAD SHX Text

WETLAND RESTORATION (657)

AutoCAD SHX Text Dike Profile & Cross-Section

AutoCAD SHX Text

AutoCAD SHX Text Guthrie, Mitchell & Dayna, WREP, WREPWREP

AutoCAD SHX Text KY-657-MG-18.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/25/18 2:38 PM

AutoCAD SHX Text

KY-657-MG-18

AutoCAD SHX Text

A Class II Rock Riprap

6'W x 6'L x 1'D

6" x 6" x 8' Treated Guard Post

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.

details not to scale

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AutoCAD SHX Text 6H:1V

AutoCAD SHX Text Perforated Pipe Inlet Rock Riprap Class II

AutoCAD SHX Text Auxiliary Spillway El. =383.0'

AutoCAD SHX Text Inline Water Control Structure

AutoCAD SHX Text Top of Stop Log Maximum El. 383.0'

AutoCAD SHX Text 8" Diam. Sch 40 PVC Pipe

AutoCAD SHX Text Top of Settled Embankment El. = 384.0' Constructed Elev. = 384.3'

AutoCAD SHX Text Animal Guard Outlet

AutoCAD SHX Text Non-woven geotextile

AutoCAD SHX Text Rock Riprap 6'W x 6'L x 1' D

AutoCAD SHX Text Existing Grade

AutoCAD SHX Text Typical Pipe Cross Section Not To Scale

AutoCAD SHX Text Rock Riprap 6'W x 6'L x 1'D

AutoCAD SHX Text Non-woven geotextile

AutoCAD SHX Text Flow

AutoCAD SHX Text 12"

AutoCAD SHX Text In-Line Water Control Structure

AutoCAD SHX Text Not To Scale

AutoCAD SHX Text

TABLE OF QUANTITIES

AutoCAD SHX Text Embankment Sta. 4+36

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

UNIT

AutoCAD SHX Text

QUANTITY

AutoCAD SHX Text 8" Dia. SCH 40 PVC Pipe

AutoCAD SHX Text

AutoCAD SHX Text 8" x 4' Inline Water Control Structure

AutoCAD SHX Text

AutoCAD SHX Text Animal Gaurd 8"

AutoCAD SHX Text

AutoCAD SHX Text Trash Rack 8"

AutoCAD SHX Text

AutoCAD SHX Text Anti-Seep Collar, 3' x 3'

AutoCAD SHX Text

AutoCAD SHX Text Rip Rap KYDOT Class II

AutoCAD SHX Text Ton

AutoCAD SHX Text

AutoCAD SHX Text Non-woven Geotextile

AutoCAD SHX Text

AutoCAD SHX Text 6" x 6" x 8' Treated Guard Post

AutoCAD SHX Text

AutoCAD SHX Text Earthfill, Compacted

AutoCAD SHX Text

AutoCAD SHX Text Seeding & Mulching

AutoCAD SHX Text Ac

AutoCAD SHX Text 0.6

AutoCAD SHX Text Trash Guard

AutoCAD SHX Text Anti-Seep Collar 3' x 3'

AutoCAD SHX Text Outlet El. =380.1'

AutoCAD SHX Text Intlet El. = 381.1'

AutoCAD SHX Text 12'

AutoCAD SHX Text 28.5'

AutoCAD SHX Text 24'

AutoCAD SHX Text 4'

AutoCAD SHX Text Trash Guard

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Graves County, KY County, KYKY

AutoCAD SHX Text M. Hauser, CE

AutoCAD SHX Text D. Stangeland, CE

AutoCAD SHX Text Dan Stangeland

AutoCAD SHX Text 6/2018

AutoCAD SHX Text 6/25/2018

AutoCAD SHX Text

WETLAND RESTORATION (657)

AutoCAD SHX Text Guthrie, Mitchell & Dayna, WREP, WREPWREP

AutoCAD SHX Text KY-657-MG-18.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/25/18 2:38 PM

AutoCAD SHX Text

KY-657-MG-18

AutoCAD SHX Text

AutoCAD SHX Text Dike Water Control Structure and Pipe Cross-Section not to scale not to scale

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

S e r v i c e

U n i t e d

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 25.0' level section

AutoCAD SHX Text 3:1 slope

AutoCAD SHX Text Centerline Top of Embankment

AutoCAD SHX Text Entrance Slope

AutoCAD SHX Text Exit Slope

AutoCAD SHX Text Spillway Centerline at STA 0+78

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Embankment Auxiliary Spillway Plan View

AutoCAD SHX Text

AutoCAD SHX Text Spillway Elevation 383.0 ft

AutoCAD SHX Text Embankment Auxiliary Spillway Cross-Section

AutoCAD SHX Text Top of Embankment Elev 384.0 ft

AutoCAD SHX Text Planned Grade (after)

AutoCAD SHX Text Existing Grade (before)

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Graves County, KY County, KYKY

AutoCAD SHX Text M. Hauser, CE

AutoCAD SHX Text D. Stangeland, CE

AutoCAD SHX Text Dan Stangeland

AutoCAD SHX Text 6/2018

AutoCAD SHX Text 6/25/2018

AutoCAD SHX Text

WETLAND RESTORATION (657)

AutoCAD SHX Text Guthrie, Mitchell & Dayna

AutoCAD SHX Text KY-657-MG-18.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/25/18 2:38 PM

AutoCAD SHX Text

KY-657-MG-18

AutoCAD SHX Text

AutoCAD SHX Text Dike Auxiliary Spillway Plan View and Cross-Section

Dike top width 12.0'

30.0'

6" to 4.0' borrow area depth borrow area side slopes shall be no steeper than 4:1

Typical Dike Cross Section minimum distance from dike to borrow area not to scale

One-Third of Borrow Basin side slopes should be between 10:1 and 20:1.

Borrow Basin side slopes not to exceed 4:1.

Spoil Mound side slopes not to exceed 4:1.

Spoil Mound elevation should be between 0.5ft and 3.0ft above existing ground elevation.

Typical Borrow Basin and Spoil Mound Section

Basin Depths shall vary between 6 and 18 inches deep over at least 75% of basin area. Remainder of basin can be between

2 and 4 feet deep to provide some permanent water.

Existing Ground

Elevation

Basin Waterline not to scale

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

S e r v i c e

U n i t e d

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 Graves County, KY County, KYKY

AutoCAD SHX Text M. Hauser, CE

AutoCAD SHX Text D. Stangeland, CE

AutoCAD SHX Text Dan Stangeland

AutoCAD SHX Text 6/2018

AutoCAD SHX Text 6/25/2018

AutoCAD SHX Text

WETLAND RESTORATION (657)

AutoCAD SHX Text Typical Borrow Area / Basin Section

AutoCAD SHX Text

AutoCAD SHX Text Guthrie, Mitchell & Dayna, WREP, WREPWREP

AutoCAD SHX Text KY-657-MG-18.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

6/25/18 2:38 PM

AutoCAD SHX Text

KY-657-MG-18

Sheets and Views

KY-657-MG-18-Cover 1

KY-657-MG-18-Plan 2

KY-657-MG-18-Rock DP1 3

KY-657-MG-18-DP2 4

KY-657-MG-18-DP3 5

KY-657-MG-18-DP4 6

KY-657-MG-18-Dike 7

KY-657-MG-18-Dike Prof & XS 8

KY-657-MG-18-Dike WCS 9

KY-657-MG-18-Dike Aux SW 10

KY-657-MG-18-Borrow 11

	2018-06-25T15:07:51-0500
DANIEL STANGELAND

File details come from the government source that posted it.