Summary
Work includes approx earth excavation 1,175 CY: rem & disp uns matl 118 CY: trench backfill 37 CY: geotech fab f/gr stab 2,661 SY: topsoil f & p 4" 2,083 SY: seeding cl 1a 0.50 ac; mulch method 2 0.50 ac; perimeter eros bar 368 LF; sub gran mat a 4" 2,168 SY: sub gran mat a 12" 493 SY: agg base cse b 242 ton; pcc bse cse 8 1,162 SY: p HMA bc il19.0 n70 147 ton; p HMA sc il-9.5 d n70 575 ton; pcc pvt 10 jointed 787 SY: pavement rem 814 SY: HMA surf rem 1 3/4 4,700 SY: comb curb gutter rem 1,924 LF; storm sew cl a 1 12" 221 LF; storm sewer rem 12" 284 LF; man ta 5 dia t8g 1 ea; remov inlets 14 ea; comb cc&g tb6.12 564 LF.