Adding Left Turn Lane On SR-56 At Hearn Drive RFP

Description: Work includes 2,355 CY unclassified excavation, 3,500 CY borrow excavation (loose truckbed measurement)(a4 or better), 6 CY structure excavation, 6 CY foundation backfill, local, 19 rbst roadbed processing, 2,373 SY crushed aggregate base course, type b, plant mixed, 6" compacted thickness, 2,373 SY bituminous treatment a, 6,624 SY planing existing pavement (approx 1.10" thru 2.0" thick), superpave bituminous concrete wearing surface layer, 3/4" maximum aggregate size mix, esal range c/d 679 Ton, 750 SY filter blanket, geotextile, minor structure concrete, 644 CY topsoil, seeding, 5,800 SY solid sodding. See attached file.