Specifications include, but are not limited to: Remove existing asphalt pavement by cold planing. Adjust the planing machine to remove all ruts in the roadway surface and as directed. Plane a uniformly fine milled textured surface.; Remove planed material from the project immediately after planing and dispose of planed material not accepted by the Maintenance Station, not used in the project, and not wanted by the Contractor outside the right-of-way project limits according to Subsection 202-3.06.; Notify the Engineer of pavement areas that may be thin or unstable. When the planing equipment breaks through the existing pavement, repair the pavement as specified in Sections 401 and 408. Repair with Section 401 HMA; Type II, Class B, except use the HMA type specified for the immediate layer of HMA above the planed surface when Type II, Class B HMA is not included in the project.; The pavement material planed from the project is the property of the Department. Planed material not claimed by the Department is the property of the Contractor.; Planed material, that is the property of the Contractor, may be used in the project with written approval. ; Pulverize the existing asphalt pavement down to the aggregate base course as directed by the Engineer.; Work shall be completed within the Kenai Peninsula Maintenance District, which shall be divided into the areas defined in Appendix B.; Construct one or more courses of plant-produced Hot Mix Asphalt (HMA), as directed by the Engineer, on an as-needed basis.; 1. In this Section, HMA refers to Type I, II, III, and IV.; a. Temporary Asphalt Pavement: HMA, Type II, Class B, minimum.; b. Preleveling/Leveling Course: HMA, Type IV, Class B.
