B08_Attachment_2_O_M_Plan.pdf

This is a Road Site Plan (NTS - Not To Scale) document showing the layout and specifications for a construction project in a mountainous, desert terrain accessible via Highway 95.

The plan depicts the typical construction detail for a road improvement project involving asphalt pavement installation. Key elements include a road shoulder site, asphalt pavement rated as Class 2 AB, geotextile nonwoven fabric underlayment, native backfill material, and sloping to existing ground. The materials bill of quantities specifies Paving Geotextile (OX/DX/9XK/P) at 2.25 rolls using normal dimensions of 5'x27'x2304' (11 units), Plastic A1BA tacky for geotextile seaming of Petro Geosynthetics panels (450 psi bond) at 10 units, and M-grade ISCO nonwoven Geomembrane (15' x 300' - 0.5) at 10 units. Additional project notes specify that the contractor must notify the Bureau of Land Management (BLM) 48 hours prior to work commencement, construction activities must be limited to designated working areas, storage and staging areas require BLM approval, nonwoven fabric must maintain specified dimensions without cutting, area speed stakes must be installed at all corners and every 3-5 feet intervals in all directions, and the road must be swept clean of debris and rocks generated during construction with compaction to 95% standard proctor density.