Attachment 2 Design_ Drawings.pdf

PDF 4 MB Posted May 31, 2024

Attached to: Curry WRE, Green County, Kentucky Federal contract opportunity
Solicitation number: 12FPC324Q0044
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

About this file

Written by GovTribe AI · May 31, 2024

This document appears to be a set of design drawings for a wetland restoration project on the Curry property in Green County, Kentucky, related to a federal contract opportunity.

The key details are:

The work consists of restoring hydrology on the site by constructing two dikes with water control structures.
The drawings provide site plans, profiles, and details for the two dike structures, including earthwork quantities, materials, and specifications.
The federal contract opportunity is solicitation number 12FPC324Q0044, issued by the Department of Agriculture Under Secretary for Farm Production and Conservation.

View the file

Other files for this federal contract opportunity

Other files attached to Curry WRE, Green County, Kentucky, newest first.
File	Type	Posted
Amendment 01 Site Visit Info Curry WRE KY 12FPC324Q0044 Amend 01.pdf	PDF	Jun 21, 2024
Attachment 5 CURRY WRE Site Showing - Sign-In Sheet.pdf	PDF	Jun 21, 2024
Attachment 2 Design_ Drawings.pdf	PDF	May 28, 2024
Attachment 4 Wage Determintation KY20240058.pdf	PDF	May 28, 2024
S01 Request for Quotes 12FPC324Q0044.pdf	PDF	May 28, 2024
Attachment 1 Construction and Material Specifications.pdf	PDF	May 28, 2024
Attachment 3 Curry Location Map.pdf	PDF	May 28, 2024

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XY XY XY XY XY XY XY XY XY XY XY XY XY XY XY

UV61

UV2762

KY-61

KY-27

ACEP-WRE Final Easement Boundary Map Customer(s): JASON CURRY

Legal Description:

FSN: 6327 T: 4787

Date: 11/30/18

Assisted By: Frank Little

Agency: USDA-NRCS Field Office: GREENSBURG SERVICE CENTER

240 0 240 480 720 960 Feet

Legend

XY XY XY Ingress/ Egress Offer Acres Interstate Parkway

US HWY

Major Road

1" = 450'

43.888 surveyed acres

Location Map

District: GREENSBURG SOIL & WATER CONSERVATION DISTRICT Customer(s): JASON CURRY

Legal Description:

FSN:6327

T:4787

Assisted By: Frank Little Agency: USDA-NRCS Field Office: GREENSBURG SERVICE CENTER

8,900 0 8,900 17,800 26,700 35,600 Feet ¯

Legend

WRP

rdslocal_l_ky087 rdsprimary_l_ky087 cnty24k_a_ky087

Jason Curry WRP

NAD 83

N 37* 24' 51" W 84* 37' 34"

HWY 61

1:200,000

Greensburg, KY

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

Jason Curry

Green

ACEP/WRP - Wetland Restoration

NATURAL RESOURCES CONSERVATION SERVICE

UNITED STATES DEPARTMENT OF AGRICULTURE

Landowner:

County, Kentucky

SITE

1. Coversheet

2. Overview

3. Planview Dike 1

4. Planview Dike 2

5. Embankment & Spillway Profiles Dike 1

6. Embankment & Spillway Profiles Dike 2

7. Spillway Plan View Dike 1

8. Spillway Plan View Dike 2

9. Structures Detail

Index of Sheets

All Utilities both above and underground are the sole responsibility of the landowner and contractor. ENG. Job Class III

SITE

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text E. Phillips , J. Davis

AutoCAD SHX Text J. Davis

AutoCAD SHX Text 8/19

AutoCAD SHX Text Curry John Copy.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

10/2/19 10:42 AM

AutoCAD SHX Text

KY-WRP-JC19

AutoCAD SHX Text

AutoCAD SHX Text Jason Curry

AutoCAD SHX Text Wetland Restoration

AutoCAD SHX Text

COVER SHEET

AutoCAD SHX Text Green County, Kentucky 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 E. Phillips , J. Davis

AutoCAD SHX Text J. Davis

AutoCAD SHX Text 8/19

AutoCAD SHX Text Curry John Copy.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

10/2/19 10:42 AM

AutoCAD SHX Text

KY-WRP-JC19

AutoCAD SHX Text

AutoCAD SHX Text Jason Curry

AutoCAD SHX Text Wetland Restoration

AutoCAD SHX Text

OVERVIEW

AutoCAD SHX Text Green County, Kentucky

AutoCAD SHX Text Estimated Quantities

AutoCAD SHX Text Item

AutoCAD SHX Text Quantity

AutoCAD SHX Text Unit

AutoCAD SHX Text Earthfill

AutoCAD SHX Text

AutoCAD SHX Text Seeding

AutoCAD SHX Text 0.7

AutoCAD SHX Text Ac

AutoCAD SHX Text Mulching

AutoCAD SHX Text 0.7

AutoCAD SHX Text Ac

AutoCAD SHX Text SCH40 PVC Pipe

AutoCAD SHX Text

AutoCAD SHX Text Ft

AutoCAD SHX Text 6" Rodent Guard

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text 6" Bar Guard

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text 3' Tall 6" Dia. Inline Water Control Structure

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text Class II Riprap

AutoCAD SHX Text

AutoCAD SHX Text Tons

AutoCAD SHX Text Nonwoven Geotextile

AutoCAD SHX Text

AutoCAD SHX Text 6"x6" Treated Guard Post

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text 4' Tall 6" Dia. Inline Water Control Structure

AutoCAD SHX Text

AutoCAD SHX Text Ea

AutoCAD SHX Text Mow EST. 8.1 Acres

AutoCAD SHX Text Mow EST. 6.6 Acres

AutoCAD SHX Text No Mowing Non- Easement

AutoCAD SHX Text Dike 1 Location

AutoCAD SHX Text Dike 2 Location

AutoCAD SHX Text Mowing Boundry

AutoCAD SHX Text TBM Descriptions

AutoCAD SHX Text TBMPAINT - Orange paint mark at base of a Grain silo Near eastern boundary markers and south of barn. N: 2034521.6560' E: 1676654.3370' Z: 680.44

AutoCAD SHX Text OPUS PT TRUE - Magnail on Road side near barn on HWY 61. N: 2034561.8580'' E: 1676747.3900' Z: 680.344'

AutoCAD SHX Text TBMConcrail - North edge of guardrail on HWY 61 N: 2033611.2410' E: 1677274.3100' Z: 669.69

AutoCAD SHX Text --All point coordinates are in the Kentucky Single Zone State Plane Coordinate System--

AutoCAD SHX Text TBM Rail

AutoCAD SHX Text TBM Paint

TBM Nail 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 Auxiliary Spillway Elevation = 669.0 20' W, 25'Level Section 0.5' Depth of Flow

AutoCAD SHX Text Embankment Top Width = 16' Side Slopes = 8:1 Top Settled Elevation = 669.5 Subgrade = 0.5' Depth

AutoCAD SHX Text 6" Inline Water Control Structure Sta @ 1+28 Top Gate Elev. = 668.7 (see sheet 8 for details)

AutoCAD SHX Text CL Embankment Profile

AutoCAD SHX Text Pool Elevation 668.7

AutoCAD SHX Text Borrow Area Excavate below 668.7 to allow for additional pool area.

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text E. Phillips, J. Davis

AutoCAD SHX Text J. Davis

AutoCAD SHX Text 8/19

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Curry John Copy.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

10/2/19 10:42 AM

AutoCAD SHX Text

KY-WRP-JC19

AutoCAD SHX Text

AutoCAD SHX Text Jason Curry

AutoCAD SHX Text Wetland Restoration

AutoCAD SHX Text

DIKE 1

AutoCAD SHX Text Green County, Kentucky

AutoCAD SHX Text TBM Descriptions

AutoCAD SHX Text TBMPAINT - Orange paint mark at base of a Grain silo Near eastern boundary markers and south of barn. N: 2034521.6560' E: 1676654.3370' Z: 680.44

AutoCAD SHX Text OPUS PT TRUE - Magnail on Road side near barn on HWY 61. N: 2034561.8580'' E: 1676747.3900' Z: 680.344'

--All point coordinates are in the Kentucky Single Zone State Plane Coordinate System--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 Auxiliary Spillway Elevation = 662.50' 20 W,25'Level Section 0.5' Depth of Flow

AutoCAD SHX Text Embankment Top Width = 12' Side Slopes = 6:1 Top Settled Elevation = 663.0 Subgrade = 0.5' Depth

AutoCAD SHX Text CL Embankment Profile

AutoCAD SHX Text Pool Elevation 662.2

AutoCAD SHX Text 6" Inline Water Control Structure Sta @ 1+58 Top Gate Elev. = 662.2 (see sheet 8 for details)

AutoCAD SHX Text Borrow Area Excavate below 662.2 to allow for additional pool area.

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text E. Phillips, J. Davis

AutoCAD SHX Text J. Davis

AutoCAD SHX Text 8/19

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Curry John Copy.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

10/2/19 10:42 AM

AutoCAD SHX Text

KY-WRP-JC19

AutoCAD SHX Text

AutoCAD SHX Text Jason Curry

AutoCAD SHX Text Wetland Restoration

AutoCAD SHX Text

DIKE 2

AutoCAD SHX Text Green County, Kentucky

AutoCAD SHX Text TBM Descriptions

AutoCAD SHX Text TBMConcrail - North edge of guardrail on HWY 61 N: 2033611.2410' E: 1677274.3100' Z: 669.69

AutoCAD SHX Text OPUS PT TRUE - Magnail on Road side near barn on HWY 61. N: 2034561.8580'' E: 1676747.3900' Z: 680.344'

--All point coordinates are in the Kentucky Single Zone State Plane Coordinate System--

Dike top width 16.0'

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 existing grade (before) planned grade (after) not to scale

Majority 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 foot deep to provide some permanent water.

Existing Ground

Elevation

Basin Waterline planned grade (after)

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

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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

AutoCAD SHX Text 4' Tall @ 1+28 6" Inline Water Control Structure Top Gate Elevation = 668.7

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Top Settled Fill Elevation = 669.5

AutoCAD SHX Text Pool Elev. = 668.7

AutoCAD SHX Text Stripping Depth = 0.5'

AutoCAD SHX Text Auxiliary Spillway Elevation = 669.0 20' W, 25'Level Section 0.5' Depth of Flow Center Line @ 0+20

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text E. Phillips, J. Davis

AutoCAD SHX Text J. Davis

AutoCAD SHX Text 8/19

AutoCAD SHX Text Curry John Copy.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

10/2/19 10:42 AM

AutoCAD SHX Text

KY-WRP-JC19

AutoCAD SHX Text

AutoCAD SHX Text Jason Curry

AutoCAD SHX Text Wetland Restoration

AutoCAD SHX Text

PROFILES DIKE 1

AutoCAD SHX Text Green County, Kentucky

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

Dike top width 12.0'

6" to 4.0' borrow area depth

30.0' borrow area side slopes shall be no steeper than 4:1 minimum distance from dike to borrow area

Typical Dike Cross Section existing grade (before) not to scale planned grade (after) not to scale

Majority 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 foot deep to provide some permanent water.

Existing Ground

Elevation

Basin Waterline planned grade (after)

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 Top Settled Fill Elevation = 663.0

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Stripping Depth = 0.5'

AutoCAD SHX Text 3' Tall @ 1+58 6" Inline Water Control Structure Top Gate Elevation = 662.2

AutoCAD SHX Text Pool Elev. = 662.2

AutoCAD SHX Text Auxiliary Spillway Elevation = 662.5' 20'W, 25'Level Section 0.5' Depth of Flow Center Line @ 5+61

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text E. Phillips, J. Davis

AutoCAD SHX Text J. Davis

AutoCAD SHX Text 8/19

AutoCAD SHX Text Curry John Copy.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

10/2/19 10:42 AM

AutoCAD SHX Text

KY-WRP-JC19

AutoCAD SHX Text

AutoCAD SHX Text Jason Curry

AutoCAD SHX Text Wetland Restoration

AutoCAD SHX Text

PROFILES DIKE 2

AutoCAD SHX Text Green County, Kentucky

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text 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

AutoCAD SHX Text spillway elevation 669.0

AutoCAD SHX Text 25.0' level section

AutoCAD SHX Text 3:1 slope

AutoCAD SHX Text Exit Slope

AutoCAD SHX Text Entrance Slope

AutoCAD SHX Text spillway centerline

AutoCAD SHX Text Embankment Spillway 1 Cross Section

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Embankment Spillway 1 Plan View

AutoCAD SHX Text Planned Grade (after)

AutoCAD SHX Text Existing Grade (before)

AutoCAD SHX Text not to scale

AutoCAD SHX Text E. Phillips, J. Davis

AutoCAD SHX Text J. Davis

AutoCAD SHX Text 8/19

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Curry John Copy.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

10/2/19 10:42 AM

AutoCAD SHX Text

KY-WRP-JC19

AutoCAD SHX Text

AutoCAD SHX Text Jason Curry

AutoCAD SHX Text Wetland Restoration

AutoCAD SHX Text

SPILLWAY DIKE 1

AutoCAD SHX Text Green County, Kentucky

Notes: 1. Constructed top of embankment allows for 10% settlement if built with a bulldozer, 5% with a pan. 2. All areas to receive earthfill shall be stripped to a depth of 1.0 feet prior to the placement of earthfill. 3. The embankments, auxiliary spillway, and all disturbed areas (except in the pool area) 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 elevation as shown on the profile. 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 and the edge of the pool borrow area shall be 30 feet. 6. All embankment side slopes shall be 6 hor. 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 materials such as that from borrow areas shall be deposited in the waste areas designated as spoil piles. 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 hor. to 1 vert. or flatter unless specified on plans. All borrow side slopes should be no steeper than 4 hor. to 1 vert. unless prior approval is granted by the engineer. 9. Spoil piles shall be used to create habitiat 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.

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

AutoCAD SHX Text spillway elevation 662.5

AutoCAD SHX Text 25.0' level section

AutoCAD SHX Text 3:1 slope

AutoCAD SHX Text Entrance Slope

AutoCAD SHX Text Exit Slope

AutoCAD SHX Text spillway centerline

AutoCAD SHX Text Embankment Spillway 2 Cross Section

AutoCAD SHX Text Existing Ground

AutoCAD SHX Text Embankment Spillway 2 Plan View

AutoCAD SHX Text Planned Grade (after)

AutoCAD SHX Text Existing Grade (before)

AutoCAD SHX Text not to scale

AutoCAD SHX Text E. Phillips, J. Davis

AutoCAD SHX Text J. Davis

AutoCAD SHX Text 8/19

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text Curry John Copy.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

10/2/19 10:42 AM

AutoCAD SHX Text

KY-WRP-JC19

AutoCAD SHX Text

AutoCAD SHX Text Jason Curry

AutoCAD SHX Text Wetland Restoration

AutoCAD SHX Text

SPILLWAY DIKE 2

AutoCAD SHX Text Green County, Kentucky

install rodent guard inside outlet

1 1 inlet elevation 666.5outlet elevation 666.0 install bar guard inside inlet

4.0' tall inline water control structure Top Gate Elev. should be set at 669.0 top of dike at elevation 669.5

Embankment structure Dike 1 at station 1+28

6" x 6" x 8' treated guard post

16.0' perforated pipe detail 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 dia.

3/4"

1'-0"

90°90

°90° section a-a 6'-0"

1'-0"

10.0'~29.0'~29.0'

3.0' six inch schedule 40 pvc pipeNon-Woven Geotextile

Class II Riprap Placed Beneath Outlet Until Grade is Reached perforated pipe install rodent guard inside outlet

1 1 inlet elevation 660.7outlet elevation 660.1 install bar guard inside inlet

3.0' tall inline water control structure Top Gate Elev. should be set at 662.2 top of dike at elevation 663.0

Embankment structure Dike 2 at station 1+58

6" x 6" x 8' treated guard post

12.0' 10.0'~16.0'~16.0'

3.0' six inch schedule 40 pvc pipeNon-Woven Geotextile

Class II Riprap Placed Beneath Outlet Until Grade is Reached perforated pipe

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

AutoCAD SHX Text 6"

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text Designed

AutoCAD SHX Text Date

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Drawn

AutoCAD SHX Text E. Phillips, J. Davis

AutoCAD SHX Text J. Davis

AutoCAD SHX Text 8/19

AutoCAD SHX Text Curry John Copy.dwg

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text Sheet of

AutoCAD SHX Text File No.

AutoCAD SHX Text

10/2/19 10:42 AM

AutoCAD SHX Text

KY-WRP-JC19

AutoCAD SHX Text

AutoCAD SHX Text Jason Curry

AutoCAD SHX Text Wetland Restoration

AutoCAD SHX Text

DETAIL

Green County, Kentucky

Natural Resources

Conservation Service

United States

Department of

Agriculture

AutoCAD SHX Text

10/2/19 10:42 AM

AutoCAD SHX Text

AutoCAD SHX Text Curry John Copy.dwg

AutoCAD SHX Text

AutoCAD SHX Text Scale in Feet

AutoCAD SHX Text

AutoCAD SHX Text Checked

AutoCAD SHX Text Approved

AutoCAD SHX Text Designed

AutoCAD SHX Text Drawn

AutoCAD SHX Text Sheet of

AutoCAD SHX Text Drawing Name

AutoCAD SHX Text File Name

AutoCAD SHX Text Date

AutoCAD SHX Text Landowner Name

AutoCAD SHX Text Practice Name

AutoCAD SHX Text

8.5X11 LAYOUT

AutoCAD SHX Text ___, Sec __, T __ N, R __ E/W,, __________ County, __________ County, ____________________

1701HYK Jason Curry WRE Final Easement Boundary Map

1701HYK Jason Curry WRE_Location_Map

1701HYK Jason Curry WRE Designs

Sheets and Views

Curry John Copy-Cover sheet

Curry John Copy-Overview

Curry John Copy-Dike 1

Curry John Copy-Dike 2

Curry John Copy-Profiles Dike 1

Curry John Copy-Profiles Dike 2

Curry John Copy-Spillway Dike 1

Curry John Copy-Spillway Dike 2

Curry John Copy-Detail

Curry John Copy-Working

Curry John Copy-8.5x11 Layout

File details come from the government source that posted it. Updated May 31, 2024.