Specifications include, but are not limited to: A. Milling should be conducted along all areas as outlined in the plans and as directed by the Engineer. B. Milling of the pavement along any curb and gutter section should extend to a depth of 1 inch along the gutter face and taper to match the existing pavement at a minimum width of 5 feet. C. In all situations where the existing HMAC surface contacts the curb face, the wedge milling shall include the removal of the existing asphalt covering the gutter up to and along the face of curb. D. The wedge milling operations shall be performed in a continuous manner. E. The machine shall be equipped with a manual system that allows for the depth of cut to be uniformly varied while the machine is in motion, allowing for cuts to be made flush to all inlets, manholes, or other obstructions within the paved area. F. The milled surface shall provide a smooth surface, free from gouges, ridges, oil film, and other imperfections of workmanship and shall have a uniform textured appearance. G. The material being cut from the surface of the roadway shall be immediately removed and discharged into a truck after a single pass. H. Provision should be made to keep any dust caused as a result of the cutting operations down to a minimal.