Parking Lot Repair and Sealing

1. Contractor is responsible for any needed permits, drawing, and shall follow all local, State, and Federal codes. 2. All cracks shall be thoroughly cleaned of debris, dirt, loose pavement and vegetation. Routing only where required. 3. Cracks are to be filled with an ASTM #D6690 type II crack filler, rubberized, and hot applied or equivalent. 4. Parking lot surface is to be cleaned prior to sealing of debris and dirt by booming and/or high-pressure blowers or vacuum truck. 5. Oil spots are to be cleaned and primed. 6. Seal coating to be coal tar emulsion that meets or exceeds ASTM D5727. Seal coat mix to include additive to promote quick drying times, and 3-5 lbs. of silica sand per gallon for a textured skid-resistant wearing surface. Double coated. 7. Line striping shall meet ADA title III specifications. 8. Work will need to be completed after hours or weekends. Entrance drive must be completed in a manner that will allow for minimum of one-way traffic.

Division 31 -	Earthwork, Earthwork Methods.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.