Attachment 2 Location_Design.pdf

PDF 6 MB Posted Jun 3, 2024

Attached to: Major Family WRE, Fulton County, KY
Solicitation number: 12FPC324Q0050
Issued by: Department of Agriculture Under Secretary for Farm Production and Conservation

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Written by GovTribe AI · Jun 3, 2024

This document is a set of design plans for the Major Family Wetland Restoration project in Fulton County, Kentucky. The project consists of creating a shallow water area through the construction of one embankment, as well as two low water crossings to provide access to the easement. Key details include:

The embankment will have a constructed top elevation of 294.2 feet, with an auxiliary spillway at 293.5 feet. The project also includes 100 linear feet of 8-inch diameter PVC pipe, one 8-inch inline water control structure, and rock riprap. Quantities are provided for earthwork, seeding, and other materials. The low water crossings include 12 inches of base rock, geotextile fabric, and rock riprap. Warning signs and depth markers are required at the crossings.

This design package supports a solicitation for the Major Family WRE project in Fulton County, Kentucky, being procured by the Department of Agriculture Under Secretary for Farm Production and Conservation.

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Other files

File	Type	Posted
Attachment 4 Major Brothers Site Showing Q and A.pdf	PDF	Jun 24, 2024
Amendment 01 Site Visit Q and A Major Family WRE Fulton County KY 12FPC324Q0050.pdf	PDF	Jun 24, 2024
Attachment 5 Site Showing Sign In.pdf	PDF	Jun 24, 2024
Attachment 3 Wage Determination KY20240061.pdf	PDF	Jun 3, 2024
Attachment 1 Construction Specifications.pdf	PDF	Jun 3, 2024
WRE Major Family Property KY 12FPC324Q0050.pdf	PDF	Jun 3, 2024

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KYAPED Partners, DGI

¯Map Prepared by Easement Team 3/7/2016 Scale 1:33019 (1 inch = 2752 linear feet) Quad: Hickman and Wolf Island Lat/Long: 89-8-58.67 W / 36-36-3.79 N

2016 ACEP - WRE (WREP - TNC)

Preliminary Restoration Map

Richard L. Major, Michael M. Major, James B. Major and LeaAnne M. Williams

Fulton County NEST: 545c161601L48

Major Family Offer Boundary Degraded Wetland Restored Area Ditch Plug Pool Area Embankment Tree Planting Local Roads

ImageServices\Ky_KYAPED_2013_1FT

RGB

Red: Band_1 Green: Band_2 Blue: Band_3

FULTON

HICKMAN

KYAPED Partners, DGI

Legend

Major Family Easement

County Boundary U.S. Highways Parkways State Route rds_local_l_ky

ImageServices\Ky_KYAPED_2013_1FT

RGB

Red: Band_1 Green: Band_2 Blue: Band_3

ACEP - WRE

Location Map Major Family Fulton CountyMap Prepared by Easement Team 7/15/2020

Scale 1:100000 (1 inch = 8333.3 LF) Quad: Hickman and Wolf Island Lat/Long: 89-8-58.67 W / 36-36-3.79 N

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As built - (by) (in red) (Date)

COMPLETE to NRCS requirement to the best of my professional knowledge.

(by) (date)

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AutoCAD SHX Text KY-657-MB-23.dwg

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MAJOR FAMILY

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WETLAND RESTORATION - 657

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COVER SHEET

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AutoCAD SHX Text Fulton County, Kentucky County, KentuckyKentucky

AutoCAD SHX Text UNITED STATES DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE Wetland Restoration Code - 657 Fulton County, Kentucky

AutoCAD SHX Text Site: Lat: 36°35'57.02"N Long: 89° 9'50.21"W

AutoCAD SHX Text Note: All utilities are the responsibility of the landowner and contractor. Call 811 or visit Kentucky 811.org at least 2 full working days before excavation work begins. Some utilities are not part of the Kentucky 811 system. This does not relieve the landowner of the responsibility for them.

AutoCAD SHX Text ENG JOB CLASS Embankment - III - Depth/Hegiht > 2' Structure for Water Control - III - Drainage Area > 15 acres

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INDEX

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AutoCAD SHX Text Cover Sheet

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AutoCAD SHX Text Plan View

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AutoCAD SHX Text Embankment Profile

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AutoCAD SHX Text Embankment Cross Sections

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AutoCAD SHX Text Typical Pipe and WCS

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AutoCAD SHX Text Typical Aux. Spillway

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AutoCAD SHX Text Typical Borrow Details

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AutoCAD SHX Text Crossing #1

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WETLAND RESTORATION - 657

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PLAN VIEW

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AutoCAD SHX Text Low Water Crossing 2

AutoCAD SHX Text Embankment

AutoCAD SHX Text Borrow Area

AutoCAD SHX Text Approx. Pool Area 7.1 ac.

AutoCAD SHX Text Low Water Crossing 1

AutoCAD SHX Text Clearing

AutoCAD SHX Text 168 IP Elev.: 293.75' N: 1756456.316 E: 640928.361

AutoCAD SHX Text Water Control Structure

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WETLAND RESTORATION - 657

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EMBANKMENT PROFILE

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AutoCAD SHX Text Fulton County, Kentucky County, KentuckyKentucky

AutoCAD SHX Text Notes: 1. Constructed top of embankment allows for 10% settlement. Constructed top of embankment allows for 10% settlement. 2. With the exception of embankment repair area, all areas to receive earth fill shall be stripped to a depth of 0.5 feet prior to the placement of earth fill, including borrow areas. With the exception of embankment repair area, all areas to receive earth fill shall be stripped to a depth of 0.5 feet prior to the placement of earth fill, including borrow areas. 3. The embankments, emergency spillways, and all disturbed areas (except the pool areas) shall be permanently vegetated as specified in Construction Specification 6 according to The embankments, emergency spillways, and all disturbed areas (except the pool areas) shall be permanently vegetated as specified in Construction Specification 6 according to the NRCS Conservation Practice Standard Critical Area Planting (342) unless otherwise specified. The pool area is that area upstream of the embankment below the Auxiliary Spillway Elevation shown on the profile. 4. All earth fill shall be acquired from the borrow areas as shown on the plan views or as designated by NRCS personnel. All earth fill 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. 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 8 horizontal to 1 vertical or flatter, unless specified on plans. All embankment side slopes shall be 8 horizontal to 1 vertical or flatter, unless specified on plans. 7. The stripped material from the foundations of embankments shall be used for the last 0.2' of earth fill for construction of embankment. All other stripped material such as that The stripped material from the foundations of embankments shall be used for the last 0.2' of earth fill for construction of embankment. All other stripped material such as that from borrow areas shall be deposited in the waste areas designated The final extent and location of the waste areas are shown on plans or as determined during construction by the NRCS personnel. 8. All borrow side slopes shall be 10 horizontal to 1 vertical or flatter unless specified on plans.All borrow side slopes shall be 10 horizontal to 1 vertical or flatter unless specified on plans.

AutoCAD SHX Text OPERATION AND MAINTENANCE: 1. PROMPTLY REPAIR ERODED AREAS. PROMPTLY REPAIR ERODED AREAS. 2. PROMPTLY REMOVE ANY BURROWING RODENTS THAT MAY INVADE AREA OF EMBANKMENT. PROMPTLY REMOVE ANY BURROWING RODENTS THAT MAY INVADE AREA OF EMBANKMENT. 3. REESTABLISH VEGETATIVE COVER IMMEDIATELY WHERE SCOUR EROSION HAS REMOVED ESTABLISHED SEEDING. REESTABLISH VEGETATIVE COVER IMMEDIATELY WHERE SCOUR EROSION HAS REMOVED ESTABLISHED SEEDING. 4. KEEP OPEN ALL SPILLWAYS AND REMOVE TRASH THAT MAY ACCUMULATE AROUND ENTRANCE. KEEP OPEN ALL SPILLWAYS AND REMOVE TRASH THAT MAY ACCUMULATE AROUND ENTRANCE. 5. PERIODICALLY INSPECT AREA FOR ANY NEW MAINTENANCE ITEMS AND IF ANY OBSERVED TAKE IMMEDIATE PERIODICALLY INSPECT AREA FOR ANY NEW MAINTENANCE ITEMS AND IF ANY OBSERVED TAKE IMMEDIATE ACTION TO PROTECT FROM FURTHER DAMAGE OR DETERIORATION.

AutoCAD SHX Text Auxiliary Spillway Elev. 293.5'

AutoCAD SHX Text 0.5' cut for strip depth

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Constructed Top of Embankment Elev. 294.2'

AutoCAD SHX Text Inline Water Control Structure @ 5+00

AutoCAD SHX Text Top of Embankment Elev. 294'

0.5 feet higher for 25 feet either side of WCS Elev. 294.5 ra l R es ou rc es

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EMBANKMENT CROSS SECTION

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AutoCAD SHX Text Constructed Top of Embankment 294.2'

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AutoCAD SHX Text Pool Elevation 293.5'

Pool Elevation 293.5' ra l R es ou rc es

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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.

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TYPICAL PIPE AND WCS

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AutoCAD SHX Text Fulton County, Kentucky County, KentuckyKentucky

AutoCAD SHX Text 8H:1V

AutoCAD SHX Text Perforated Pipe Inlet Rock Riprap Class II

AutoCAD SHX Text Auxiliary Spillway El. =293.5'

AutoCAD SHX Text Inline Water Control Structure

AutoCAD SHX Text Top of Stop Log Maximum El. 293.5'

AutoCAD SHX Text 8" Diam. Sch 40 PVC Pipe

AutoCAD SHX Text Planned Top of Embankment El. = 294' Constructed Elev. = 294.2'

AutoCAD SHX Text Animal Guard Outlet

AutoCAD SHX Text Existing Grade

AutoCAD SHX Text Flow

AutoCAD SHX Text 12"

AutoCAD SHX Text In-Line Water Control Structure

AutoCAD SHX Text Not To Scale

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TABLE OF QUANTITIES

AutoCAD SHX Text Embankment

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ITEM

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UNIT

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QUANTITY

AutoCAD SHX Text Mowing and Clearing

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AutoCAD SHX Text Excavation, Common, Stripping

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AutoCAD SHX Text 8" Dia. SCH 40 PVC Pipe

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

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AutoCAD SHX Text Animal Gaurd 8"

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AutoCAD SHX Text Trash Rack 8"

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

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AutoCAD SHX Text Rip Rap KYDOT Class II

AutoCAD SHX Text Ton

AutoCAD SHX Text 10.6

AutoCAD SHX Text Non-woven Geotextile

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AutoCAD SHX Text Earthfill, Compacted

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AutoCAD SHX Text Seeding & Mulching

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

AutoCAD SHX Text Outlet El. =291.8'

AutoCAD SHX Text Intlet El. =292'

AutoCAD SHX Text Trash Guard

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AutoCAD SHX Text 16'

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Spillway Elevation 293.5'

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WETLAND RESTORATION - 657

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TYPICAL AUX. SPILLWAY

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AutoCAD SHX Text Fulton County, Kentucky County, KentuckyKentucky

AutoCAD SHX Text Note: Minimum of 25 foot flat section on spillway.

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AutoCAD SHX Text 3:1 slope

AutoCAD SHX Text Entrance Slope

AutoCAD SHX Text Exit slope

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Embankment top width _16_' 30.0'

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

Typical Embankment Cross Section minimum distance from embankment 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 6:1.

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

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WETLAND RESTORATION - 657

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TYPICAL BORROW DETAILS

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CENTERLINE CROSS SECTION

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SECTION B-B

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SECTION A-A

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text 3:1

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AutoCAD SHX Text 5:1:1

AutoCAD SHX Text Flow

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AutoCAD SHX Text Non Woven Geotextile

AutoCAD SHX Text 12 in. thick Base Rock Material

AutoCAD SHX Text Diversion Berm See Detail

AutoCAD SHX Text Flow

AutoCAD SHX Text 3:1

AutoCAD SHX Text Finished Ground

AutoCAD SHX Text Stream Bed

Non Woven Geotextile

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Diversion Berm

AutoCAD SHX Text Original Ground

AutoCAD SHX Text CONSTRUCTION NOTES: 1. Excavate to the lines, grades and depths shown for stream crossing installation. Undercut and Excavate to the lines, grades and depths shown for stream crossing installation. Undercut and replace any soft soils with compacted soil. 2. Suitable soil from stream crossing excavation may be stockpiled and used in final adjacent Suitable soil from stream crossing excavation may be stockpiled and used in final adjacent perimeter areas to enhance vegetation establishment. 3. Surface runoff shall be diverted around the entrance and exit slopes to prevent erosion of the Surface runoff shall be diverted around the entrance and exit slopes to prevent erosion of the surfacing materials using the diversion berm as shown. 4. Earthfill used for the diversion berm to be compacted by tracking in-place with 6 to 10 passes Earthfill used for the diversion berm to be compacted by tracking in-place with 6 to 10 passes by dozer until firm. 5. Geotextile shall be Class I Non-Woven geotextile fabric with a minimum weight of 8 oz/sq.yd. Geotextile shall be Class I Non-Woven geotextile fabric with a minimum weight of 8 oz/sq.yd. 6. Geotextile shall be anchored according to manufacturer's recommendations. Geotextile shall be anchored according to manufacturer's recommendations. 7. Overlap the Geotextile 18" with the upstream piece laying on top of the downstream piece. Overlap the Geotextile 18" with the upstream piece laying on top of the downstream piece. 8. A total 12 inches of Class II Channel Lining Rock for the base. A total 12 inches of Class II Channel Lining Rock for the base. 9. The use of fresh concrete spreading for surfacing material is strictly prohibited. The use of fresh concrete spreading for surfacing material is strictly prohibited. 10. The final top of material in the stream bottom shall be flush with the existing stream bed. The final top of material in the stream bottom shall be flush with the existing stream bed. 11. Final adjustments to grade and elevation may be made during construction by the engineer. Final adjustments to grade and elevation may be made during construction by the engineer. 12. Warning signs shall be placed on both sides of the stream crossing approach in a location that Warning signs shall be placed on both sides of the stream crossing approach in a location that is clearly visible to the user before traveling across structure. Lettered signs will be a minimum 18” high Manual on Uniform Traffic Control Devices (MUTCD) standard grade signs, or engineer high Manual on Uniform Traffic Control Devices (MUTCD) standard grade signs, or engineer approved equivalent. Signs will be warning style signs and will say, "STREAM CROSSING", "IMPASSABLE DURING HIGH WATER", "DO NOT ENTER WHEN FLOODED". See Warning Signs Example Below. 13. Depth Marker measuring height of stream flow shall be placed in stream bottom or close to Depth Marker measuring height of stream flow shall be placed in stream bottom or close to stream toe as to measure a minimum of 1' flow depth and a maximum of 5' flow depth. Depth marker should be clearly readable from either side of stream approach. Depth Marker should be a minimum of 6" wide and meet the MUTCD type 2 object marker requirements. An engineering approved equivalent may be used for depth marker placement, type, and size as needed. See Depth Marker example below.

AutoCAD SHX Text Critical Area Planting

AutoCAD SHX Text Diversion

AutoCAD SHX Text 5H:1V or Flatter

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AutoCAD SHX Text 12in. Rock Riprap

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1.5 ft. Keyway See Section B-B for details

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DIVERSION DETAIL

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AutoCAD SHX Text 3:1

AutoCAD SHX Text NOTE: : Diversion shall be staked by the Government Representative to direct overland flow water away from crossing.

AutoCAD SHX Text Compacted Earthfill

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Warning Sign

AutoCAD SHX Text Warning Sign See Note 14

AutoCAD SHX Text Depth Marker See Note 15

AutoCAD SHX Text (4 ft. min.)

AutoCAD SHX Text Warning Sign

AutoCAD SHX Text Location Criteria: 1. Locate the stream crossing in an area where the streambed is stable or where the Locate the stream crossing in an area where the streambed is stable or where the the stream crossing in an area where the streambed is stable or where the the stream crossing in an area where the streambed is stable or where the stream crossing in an area where the streambed is stable or where the stream crossing in an area where the streambed is stable or where the crossing in an area where the streambed is stable or where the crossing in an area where the streambed is stable or where the in an area where the streambed is stable or where the in an area where the streambed is stable or where the an area where the streambed is stable or where the an area where the streambed is stable or where the area where the streambed is stable or where the area where the streambed is stable or where the where the streambed is stable or where the where the streambed is stable or where the the streambed is stable or where the the streambed is stable or where the streambed is stable or where the streambed is stable or where the is stable or where the is stable or where the stable or where the stable or where the or where the or where the where the where the the the streambed can be stabilized. 2. Install stream crossings perpendicular to the direction of stream flow. Install stream crossings perpendicular to the direction of stream flow. 3. Do not place a crossing where - Do not place a crossing where - The channel grade or alignment changes abruptly. Excessive seepage or instability is evident. Evidence of headcutting and bed instability exists. Tributaries enter the stream within 200 feet. An existing bridge, culvert, or vented ford is located within 500 feet in the existing bridge, culvert, or vented ford is located within 500 feet in the existing bridge, culvert, or vented ford is located within 500 feet in the bridge, culvert, or vented ford is located within 500 feet in the bridge, culvert, or vented ford is located within 500 feet in the culvert, or vented ford is located within 500 feet in the culvert, or vented ford is located within 500 feet in the or vented ford is located within 500 feet in the or vented ford is located within 500 feet in the vented ford is located within 500 feet in the vented ford is located within 500 feet in the ford is located within 500 feet in the ford is located within 500 feet in the is located within 500 feet in the is located within 500 feet in the located within 500 feet in the located within 500 feet in the within 500 feet in the within 500 feet in the 500 feet in the 500 feet in the feet in the feet in the in the in the the the downstream or upstream direction. Water velocity exceeds 8 FPS.

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QUANTITY ESTIMATE

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NON-WOVEN GEOTEXTILE

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SQUARE YARD

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EXCAVATION, MISC.

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CUBIC YARD

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ROCK RIPRAP

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TONS

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SEEDING AND MULCHING

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ACRE

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1 FT

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2 FT

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3 FT

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4 FT

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5 FT

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DEPTH MARKER EXAMPLE

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STREAM CROSSING

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IMPASSABLE DURING HIGH WATER

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STREAM CROSSING

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DO NOT ENTER WHEN FLOODED

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WARNING SIGNS EXAMPLE

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GENERAL PLAN VIEW

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WETLAND RESTORATION - 657

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LOW WATER CROSSING #1

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CENTERLINE CROSS SECTION

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SECTION B-B

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SECTION A-A

AutoCAD SHX Text Not To Scale

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text 3:1

AutoCAD SHX Text Not To Scale

AutoCAD SHX Text 5:1:1

AutoCAD SHX Text Flow

AutoCAD SHX Text

AutoCAD SHX Text Non Woven Geotextile

AutoCAD SHX Text 12 in. thick Base Rock Material

AutoCAD SHX Text Diversion Berm See Detail

AutoCAD SHX Text Flow

AutoCAD SHX Text 3:1

AutoCAD SHX Text Finished Ground

AutoCAD SHX Text Stream Bed

AutoCAD SHX Text

Diversion Berm

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Critical Area Planting

AutoCAD SHX Text Diversion

AutoCAD SHX Text 5H:1V or Flatter

AutoCAD SHX Text

AutoCAD SHX Text 12in. Rock Riprap

AutoCAD SHX Text

1.5 ft. Keyway See Section B-B for details

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DIVERSION DETAIL

AutoCAD SHX Text Not To Scale

AutoCAD SHX Text 3:1

AutoCAD SHX Text NOTE: : Diversion shall be staked by the Government Representative to direct overland flow water away from crossing.

AutoCAD SHX Text Compacted Earthfill

AutoCAD SHX Text Original Ground

AutoCAD SHX Text Warning Sign

AutoCAD SHX Text Warning Sign See Note 14

AutoCAD SHX Text Depth Marker See Note 15

AutoCAD SHX Text (4 ft. min.)

AutoCAD SHX Text Warning Sign

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QUANTITY ESTIMATE

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NON-WOVEN GEOTEXTILE

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SQUARE YARD

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EXCAVATION, MISC.

AutoCAD SHX Text 23.5

AutoCAD SHX Text

CUBIC YARD

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ROCK RIPRAP

AutoCAD SHX Text 35.2

AutoCAD SHX Text

TONS

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SEEDING AND MULCHING

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ACRE

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1 FT

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2 FT

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3 FT

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4 FT

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5 FT

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DEPTH MARKER EXAMPLE

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STREAM CROSSING

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IMPASSABLE DURING HIGH WATER

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STREAM CROSSING

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DO NOT ENTER WHEN FLOODED

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WARNING SIGNS EXAMPLE

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GENERAL PLAN VIEW

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AutoCAD SHX Text W. Scates

AutoCAD SHX Text 11/07/23

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MAJOR FAMILY

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WETLAND RESTORATION - 657

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LOW WATER CROSSING #2

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1601L48 Major Family 2016 Preliminary Restoration Map.pdf

Attachment 2 Location_Design

1601L48 Major Family Location Map.pdf

1601L48 KY-657-MB-23 Design.dls.pdf

Sheets and Views

KY-657-MB-23-Cover Sheet

KY-657-MB-23-Plan View

KY-657-MB-23-Embankment Profile

KY-657-MB-23-Embankment Cross Section

KY-657-MB-23-Typical Pipe and WCS

KY-657-MB-23-Typical Aux. Spillway

KY-657-MB-23-Typical Borrow Details

KY-657-MB-23-Low Water Crossing #1

KY-657-MB-23-Low Water Crossing #2

File details come from the government source that posted it. Updated Jun 3, 2024.