Specifications include, but are not limited to: The City of Newnan, with assistance from the Georgia Department of Transportation (GDOT), desires to contract for milling, resurfacing and other maintenance work of various streets through the Local Maintenance & Improvement Grant (LMIG) program. A listing of the street sections and limits is attached as Exhibit A A listing of bid items and estimated quantities is attached as Exhibit B The total from Exhibit B shall be carried forward and included on the Base Bid Sheet The contractor shall perform all work in accordance with GDOT standards and specifications relating to the LMIG program. The contractor shall notify the GDOT Area Construction Office prior to work starting on the project. The Contractor shall be responsible for clearing right-of-way obstructions as a part of the work. Variable Depth Mill: This work includes removal of existing asphalt layers sufficient to restore/ maintain a 2% cross slope to match existing gutters or to front face of curb. Quantities for variable depth milling have been included in Exhibit B; however, the requirement for milling will be determined in the field. Deep Patching: Deep patching shall include the removal of existing asphalt and base to a depth of 4” below the milled surface, where applicable. Quantities for leveling and deep patching have been included in Exhibit B; however, the requirement for leveling and deep patching will be determined in the field. Recycled Asphalt Concrete, Superpave, 9.5 MM Surface Course: This work includes constructing one or more courses of bituminous plant mixture on the prepared roadway surface. The mixture shall conform to lines, grades, thicknesses, and typical sections as established by the City Engineer. The Contractor will be responsible for establishing the existing horizontal and vertical alignments necessary for establishing lines, slopes and profiles, grades for roadwork, and center line benchmarks for structures. The Contractor, without additional compensation, shall furnish and set all stakes, templates, and other devices necessary to control the work. The Contractor shall maintain a 2% cross slope except in super-elevated curves. Side roads, tie-ins to driveways and pull-off parking areas, where applicable, shall be constructed to the proper width and establish a smooth ingress and egress during each stage of the paving operation.