Summary
120 SY Subbase Excavation, 4" Depth; 120 SY Subgrade Preparation and
Grading; 120 SY Class 1 Geotextile Fabric; 120 SY 2A Aggregate, 4.0" Depth; 1,220 SY Binder Course, 19 mm Mix, 3.0" Depth; 1,220 SY Wearing Course, 9.5 mm Mix, 3.0" Depth, SRL-L; 650 LF Bituminous Wedge Curb; 2 ea Inlet Adjustment to Final Grade; 1,270 SY of 4.5" Pavement Milling; 210 SY Subbase Excavation, 4" Depth; 210 SY Subgrade Preparation and Grading; 210 SY Class 1 Geotextile Fabric; 210 SY 2A Aggregate, 4.0” Depth; 210 SY Binder Course, 19 mm Mix, 3.0" Depth; 210 SY Wearing Course, 9.5 mm Mix, 1.5" Depth, SRL-L; 1 ea Precast Type M Inlet (2'x4'); 35 Lf of 15" HDPE; 25 LF of 6” Perforated Underdrain; 1 ea Rip Rap Apron; 15 SY Binder Course, 19 mm Mix, 3.0" Depth; 20 SY Wearing Course, 9.5 mm Mix, 1.5" Depth, SRL-L.