Specifications include, but are not limited to: Supply labor, equipment, materials, and supplies to perform the required work as described herein and shown on the attached map. o Remove and dispose of material from the road prism to the depth of two feet. Obtain approval of subgrade from the RSA Maintenance Superintendent prior to placing geotextile separation fabric and fill. o Place & compact to 98% in 8 inch lifts Borrow, Type IIA to 6" below finish grade. o Paving section is 4” of D-1 and 2” of HMA Type II-B. o Pavement width is 22’. o No driveway aprons are included in this project. o Finished pavement surface shall have a 2% crown. o Provide smooth transition to existing asphalt at all locations. Sawcuts are required, and subsidiary to the HMA pay item. o Back pavement edges with D-1.
