18,350 SY Milling of Existing Asphalt Pavement Surface, 2" Depth, Millings Retained by the City and Delivered to the City Stockpile; 18,350 SY Milling of Existing Asphalt Pavement Surface, 2" Depth, Millings Retained by the Contractor; 100 ton Superpave Asphalt Mixture Design, Flexible Base Replacement, PG 64S-22, < 0.3 Million Esals, 25.0 MM Mix, Special (As Directed); 715 ton Superpave Asphalt Mixture Design, Wearing (Scratch) Course, PG 64S-22, < 0.3 Million Esals, 9.5 MM Mix, SRL-L (60#/SY); 1,710 ton Superpave Asphalt Mixture Design, Wearing Course, PG 64S-22, < 0.3 Million Esals, 9.5 MM Mix, SRL-M (Target 1 1/2" Depth); 6 ea ADA Ramp (Design/Build); 472 LF of 6" White Hot Thermoplastic Pavement Markings; 110 LF of 24" White Hot Thermoplastic Pavement Markings.