Attachment 0002 Fairley Bridge Landing Recreational Area Statement of Work.pdf

PDF 651 KB Posted

Attached to
Mississippi National Forests Road Bank Repairs
Solicitation number
12445123B0010
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Attachment 0008 Wage Determination (Scott County).gov.pdf PDF
12445123B0010.pdf PDF
Attachment 0007 Wage Determination (Forrest County).gov.pdf PDF
Attachment 0006 Homochitto National Forest Statement of Work.pdf PDF
Attachment 0010 Wage Determination (Lincoln County).gov.pdf PDF
Attachment 0005 Bienville National Forest Road 508A Culvert Replacement- Supplemental Specs.pdf PDF
Attachment 0003 Desoto National Forest Roads - Supplemental Specs.pdf PDF

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Road 374A Washout Fairley Bridge Landing Recreational Area

This project will repair a washout and stabilize the road bank along FSR 374A in the Fairley Bridge Landing Recreational Area on the De Soto National Forest near Brooklyn in Forrest County, MS where major flows and meandering of Bug Branch has caused sloughing of the road bank. Borrow excavation will be hauled in to restore the road bank and the affected washout area will be protected with geotextile, 100 lb gradation rock riprap, concrete grout and grout cutoff and a peak stone dike. The project location is 12.6 miles East Northeast of Wiggins off of Fairley Bridge Road. Road 374A is an aggregate surfaced road. Coordinates of approximate site location are 30.919150, -88.967377 in decimal degrees. The recreational area is locked with a Forest Service lock. Forest Service personnel will be needed prior to accessing the site.

Quantities of rock riprap, geotextile, concrete grout and borrow excavation are estimated for an approximate affected washout area of 40’x32’. Remove vegetation, debris and existing loose rock and reshape bank along the washout vicinity. Restore 2’ of shoulder with borrow excavation and fill in the eroded volume so as to place rock riprap to 1.5’ thickness and uniform slope to the natural grade. Place geotextile with 6” overlap before placing the 100 lb rock. See detail sheet for placement of rock, grout and grout cutoff.

A quantity of #610 (crusher run) crushed limestone aggregate is included to build back the roadbed for project installation and spot surfacing of FSR 374A as needed. Grade the edges to pull all aggregate back into the travel way and leave a straight, uniform edge, and grade the aggregate to create a smooth, uniform surface and compact.

Estimated quantities Borrow Excavation 50 CY Roadway Aggregate, Grade 610 45 Tons Rock Riprap 200 Tons Geotextile 200 SY Concrete Grout 22.6 CY

Applicable specifications may be found in FHWA’s FP-14 and the attached supplemental specifications.

Attachment 0002 Desoto National Forest Statement of Work Fairley Bridge Landing Recreational Area

DESCRIPTION OF WORK

Road Repair Sites De Soto National Forest

Washout along road bank

Washout along road bank

Upstream sloughing area where peak stone dike is needed

Location Map

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