Site work and paving for a road / highway in New York, New York. Completed plans call for site work for a road / highway; and for paving for a road / highway.

The project is located at the Blenheim-Gilboa Project of the New York Power Authority. This project consists of paving an approximately 800-foot section of the crest of the Upper Reservoir and 250-foot from the Upper Reservoir crest to the access gate. The paved area of the crest forms the emergency spillway to the Upper Reservoir. SCOPE OF SERVICES TO BE PERFORMED Existing asphalt paving is to be milled to maintain the existing elevations. Refer to Elevations listed below and to drawing attached. New asphalt paving to match existing paving, which consists of 1" top course and 2" binder course. Roadway is 20ft wide with a cross slope of 1/4" per foot from centerline to shoulder. Proposed construction sequence shall be, Lay-out & paint perimeter of area to be repaired. Mill existing pavement to a depth of 3" and remove debris. Sweep area clean using power sweeper. Install 2" State Approved Type 3 Hot Asphalt Binder Course (19.0 Binder Course), leaving 1" room for top course Sweep area clean using power sweeper. Apply State approved Hot Asphalt Tac-coat RS1 to entire area for proper adhesion of new pavement. Install 1" State Approved Type 6 Hot Asphalt Top Course in a manner that meets flush with existing surrounding pavement upon compaction (6.3 Top Course). The new asphalt paving shall meet the following elevations, STA 111+00 Elevation 2008.0, G=0%, to STA 111+65 STA 111+65 Elevation 2008.0, G=-10%, to STA 111+95 at Elevation 2005.0 STA 111+95 Elevation 2005.0, G=0%, to STA 118+50 STA 118+50 Elevation 2005.0, G=10%, to STA 118+80 at Elevation 2008.0 STA 118+80 Elevation 2008.0, G=0%, to STA 118+96.71