Tim Malone Chris Johnson Project_Final 12-15-2017-CHRIS Hillside.pdf

PDF 3 MB Posted

Attached to
RFB-195-19 Tim Malone & Chirs Johnson & Joe Thornbury Slide
Solicitation number
RFB 785 1900000540 2
Issued by
Nelson County, Phelps CDP, Kentucky

About this file

This is a project specification document for hillside remediation work involving excavation and backfilling operations. The document outlines technical requirements for managing exposed portals, fractures, and collapsed areas on a hillside site, with work to be performed under the direction of an engineer.

The project requires backfilling of exposed portals and fractures using on-site material, with all disturbed areas to be final graded and drained to natural drainage points. Specific attention is required at hatch boundaries, which must be inspected for additional fractures and sealed if discovered. All backfilled areas require reconstruction of a ditch along the toe of the backfill with a minimum two-foot bottom width and 1.5-foot depth, constructed as directed by the engineer. The document also addresses backfilling of auger holes with the same ditch reconstruction requirements. No pricing information, response dates, award dates, incumbents, funding sources, or contract term details are provided in this specification excerpt.

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Text version

NOTE- ALL EXPOSED PORTALS AND/OR

FRACTURES TO BE BACKFILLED WITH

ON-SITE MATERIAL

PARTIALLY

COLLASPED

PORTAL- BACKFILL

NOTE- ALL DISTURBED AREAS SHALL BE

FINAL GRADE AND DRAINED TO NATURAL

DRAINS

NOTE-HATCH BOUNDARY WILL BE

CHECKED FOR ADDITIONAL FRACTURES

AND BE SEALED IF FOUND

NOTE-HATCH BOUNDARY WILL BE

CHECKED FOR ADDITIONAL FRACTURES

AND BE SEALED IF FOUND

Note: IN ALL AREAS THAT ARE

BACKFILLED RECONSTRUCTED A

DITCH ALONG THE TOE OF THE

BACKFILLED AS DIRECTED BY THE

ENGINEER. MININMUM 2 FOOT

BOTTOM WIDTH - 1.5 FOOT DEPTH

End Backfilling

Auger Holes

Begin Backfilling

Auger Holes

Note: IN ALL AREAS THAT ARE

BACKFILLED, RECONSTRUCTED A

DITCH ALONG THE TOE OF THE

BACKFILLED AS DIRECTED BY THE

ENGINEER. MININMUM 2 FOOT

BOTTOM WIDTH - 1.5 DEPTH

Note: IN ALL AREAS THAT ARE

BACKFILLED, RECONSTRUCTED A

DITCH ALONG THE TOE OF THE

File details come from the government source that posted it. Updated .