Specifications include, but are not limited to: Removal of Concrete Slabs – Concrete slabs are approximately 10’x15’ and 9” thick, and contain a layer of mesh. Unsure if they are doweled and/or keyed together. Slabs can be removed and brought to the DPW location for disposal. Compacting the Subgrade – Level and compact the subgrade Gravel – 2” minus gravel placed, graded and compacted to 95% Asphalt – 2” base of ¾” hot mix asphalt, 1 ½” top of ½” hot mix asphalt Saw Cut Joints – Saw cut joints as necessary. Emulsified Asphalt Tack Coat – On all saw cut joints, new asphalt and driveway aprons before paving, as applicable. 2” Thick, Hot Mix Asphalt Roadway Paving Base Course – Contractor shall construct a full width 2” asphalt base course using ¾” hot mix asphalt. Roadway Sweeping – Remove sand, grit, and debris material from the surface of each roadway prior to paving or applying emulsion. This task is subsidiary to all other work on the project.