Specifications include, but are not limited to: 1. Mobilization/Demobilization, including bonds and insurances (1 LS) 2. Traffic Control (1 LS) 3. Superpave Asphalt Mixture Design HMA Wearing Course, PG 64S-22, 0.3 to 3 million ESALs, 9.5mm, 2” depth. SRL-M, complete in-place (14,780 SY) 4. Pavement markings and traffic lines, complete in-place (1 LS) 5. 9.5 mm WMA, 0 – 0.3 Million ESAL, PG 64S-22, SRL any, variable depth leveling (600 tons) 6. Removal of 8” curb (300 LF) 7. Removal of Existing 4’ wide sidewalk (260 SY) 8. Sawcut existing pavement (375 LF) 9. Removal of existing pavement and subbase, 10” depth (40 SY) 10. New 8” curb (variable height) (300 LF) 11. New 4’ wide sidewalk (4” depth) (260 SY) 12. Truncated Dome Detectible Warning System (160 SF) 13. 8” Plain Concrete Cement Cheek Wall (490 LF) 14. Subbase 5” depth (40 SY) 15. Superpave Asphalt Mixture Design Base Course, PG 64S-22, 0.3 to 3 million ESALs, 25 mm, 3” depth. (40 SY) 16. Topsoil, seed and mulch behind cheek wall and new sections of sidewalk, width as needed (approximately 1’) (405 LF)