Summary
Consists of expansion of the terminal apron - 220 SY asphalt milling (2" depth); 3,250 CYD unclassified excavation; 4,610 SY 12" stabilized base; 4,530 SY 8" lime rock base course; 1,110 ton 4" asphalt surface course; 850 SF permanent reflective markings; 1,550 SF permanent non-reflective markings; 1,850 SF pavement marking removal; 1,250 SY 4 topsoil (obtained on site or removed from stockpile); 1 EA existing FDOT type G ditch bottom inlet adjustment; 1 EA existing FDOT type F ditch bottom inlet with type J alt a (8 -0 dia) bottom adjustment; 1,250 SY sodding; 1 LS construction safety and security; 1 EA fire hydrant adjustment.