Specifications include, but are not limited to: Heavy Duty Paving Repair (Bus & Truck Parking, All Entrance's & Exit's, Heavy Traffic Areas): 2.2.1 Earth compacted to 95% Standard Proctor and proof roiled. 2.2.2 8 inches of graded aggregate compacted to 95% Standard Proctor. 2.2.3 2 Yi inches of Type 19 mm Super pave asphalt binder 2.2.4 VA inch of Type 9.5 Super pave Type 2 asphalt surface course. Standard Duty Paving Repair (General Auto Parking, Tennis Courts and Tracks): 2.3.1 Earth compacted to 95% Standard Proctor and proof rolled. 2.3.2 4 - 6 inches of graded aggregate compacted to 95% Standard Proctor. 2.3.3 2" inches of Type 19mm Super pave asphalt binder. (Tennis Courts type 9.5mm Super pave; Tracks, Type 19mm Super pave) 2.3.4 1 % inch of Type 9.5mm Super pave asphalt surface course. (Tennis Courts, Type 4.75mm Super pave. Tracks, Type 12.5mm Super pave). Resurfacing: 2.4.1 1 % type 9.5mm Super pave Type 2 asphalt surface course after crack repair 2.4.2 Awarded vendor(s) should give consideration to a "Foamed Asphalt or soil cement stabilization" base system where conditions warrant. Asphalt-Rubber Joint Crack Seal, Type M medium.