Specifications include, but are not limited to: Asphalt Pavement Sawcut. Remove Existing Asphalt Pavement. Imported Untreated Base Course Gravel Touch Up And Raising of South Edge - 1” Thick; 1” Max. Gradation. Imported Untreated Base Course Gravel, 8” Thickness, For Full-depth Repair of Soft Areas. Excavate Discovered Soft Areas To 23” Below Finish Grade. 12” Thickness of Imported A1a Granular Borrow Subbase For Soft Area Stabilization. 4” Thick Bituminous Concrete Mix DM ½. Paint Re-Striping Per Plan – 1 Application. Construction Signing and Barricades. Excavate And Dispose of Existing Base Course Gravel To 12” Below Finish Grade. Imported Base Course Gravel, 8” Thick– 1.5” Max. Agg. Excavate Discovered Soft Areas To 24” Below Finish Grade (8” of base course gravel and subbase soils). Remove and Replace Existing Damaged Curb and Gutter at Roundabout Area. Remove and Replace Existing Damaged Concrete Gutter Area at Park Entrance. Construction Signing and Barricades. Concrete Collars Around Utility Junction Boxes. Concrete Collar Around Existing Storm Drain Junction Box. Crack Seal ¼” to 1.5” Cracks and High Polymer Asphalt Pavement Surface Treatment. Special Crack Sealing Using Asphalt Repair Mastic; 1.5” and Larger Cracks. Crack Seal and High Polymer Asphalt Pavement Surface Treatment.