Similar Projects
Nashville District Bank Stabilization MATOC
Infrastructure
Design
$250,000 to $3,500,000 est. value
Nashville, TN

Nashville District Bank Stabilization MATOC
Infrastructure
Design
$250,000 to $3,500,000 est. value
Nashville, TN

Depot Park Landscape/Drainage
Infrastructure
Bidding
Erlanger, KY 41018

Depot Park Landscape/Drainage
Infrastructure
Bidding
Erlanger, KY 41018

Shoreline Erosion Control Green River Lock and Dam #1
Post-Bid
$25,000 to $100,000 est. value
Reed, KY

Middlesboro, KY Channel Clearing
Post-Bid
$1,000,000 to $5,000,000 est. value
Middlesborough, KY

Cardinal Hill Drainage
Results
$50,001 to $100,000 est. value
Louisville, KY 40202

5029 Lea Ann Way Bank Repair
Results
$50,000 to $100,000 est. value
Louisville, KY 40203

Middle Fork Beech Creek AML
Infrastructure
Bidding
Drakesboro, KY

8018 South Third Street Road - Drainage Improvement and Building Underpinning
Post-Bid
Louisville, KY 40214

8010 Mimosa Drive Bank Repair
Results
$50,000 to $100,000 est. value
Louisville, KY 40203

Kenny Campbell AML
Infrastructure
Bidding
Hazard, KY

PreQualifications for Crescent Hill Discharge System Improvements
Post-Bid
Louisville, KY

ELR 72 Culvert Replacement - Dodsworth Lane
Results
KY

Williams Road Culvert Rehabilitation
Infrastructure
Bidding
Hebron, KY 41048

Last Updated 01/23/2022 09:08 PM
Project Title

John Stafford Slide Phase II AML

Physical Address View project details and contacts
City, State (County) KY   (Pike County)
Category(s) Heavy and Highway
Sub-Category(s) Shoreline/Erosion/Drainage
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

During the recent heavy rain event, some slide material has slid against the house and it appears that there may be more that will come down. The proposed project is to excavate behind the house, slope the highwall back to a stable configuration, install drainage control with subdrain ditches and culverts. A debris barrier wall will be constructed to protect the house. This project site is located on Route 292 approximately 5.3 miles past the City of South Williamson. Heading north on US 119 turn left onto Route 292 at South Williamson. Go 5.3 miles and turn left into the first driveway after passing the Muncy Wrecked Car lot. Lat. N 37.71142, Long W 82.31142 Silt Barrier – Bales & Silt Fence is setup to prevent sediment from leave the project limits. The material will be excavated and hauled to a waste site. Positive drainage with a subdrain and ditching will be established behind the house.

Details

Division 31 - Earthwork, Erosion and Sedimentation Controls.
Division 33 - Utilities, Storm Drainage Utilities, Culverts, Ponds and Reservoirs.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents