A. Streets scheduled for milling and resurfacing will consist of the furnishing of all materials, labor, and equipment for the complete construction including but not limited to repairing the existing pavement base where needed, resurfacing of adjacent driveways to meet street pavement grades, maintaining traffic control measures, milling existing pavement, installing tack coat, installing asphaltic concrete surface, course applying high density mineral bond, adjustments of water valves & manholes, and the installation of pavement striping, and markings as directed, performing cleanup and related work. B. At locations where the asphalt is higher than the gutter, the milling depth will be greater than the inlay depth. The milled surface at those locations shall be 1.5” below the gutter and the completed asphalt surface shall be flush with the gutter. C. Patching shall include 4” depth milling down to existing subgrade and compacted subgrade, 4” of 19mm superpave. D. The pavement to be placed after milling the existing wearing course is 1.5” 9.5 mm superpave asphalt on residential streets (18 streets total), and 1.5” 12.5mm superpave surface course on non-residential (1 streets total) E. Striping shall be required for the non-residential street.