Specifications include, but are not limited to: Strip and Place Top Soil On Site 950 cu yd; Scarify existing site 12" and compact to 95% as outlined per soils testing & recommendations 1.22 acres; Haul In, Place and Compact Fill to subgrade as outlined per soils testing & recommendations 3436 cu yd; Remove unsuitable soil and place on-site if required as-needed cu yd; Install nonwoven separation geotextile fabric such as Type V geotextile beneath crushed aggregate as outlined per soils testing & recommendations 3680 sq yd; Haul In, Place and Compact Stone Aggregate 12" thick as outlined per soils testing & recommendations 2072 ton; Install 15" HP Storm as Shown on Plans 130 LF; Install 12" HP Storm as Shown on Plans 30 LF; Install 15" Flared End Section 2 Each; Install 12" Flared End Section 2 Each ; Install 18" RCP in MDOT ROW as Shown on Plans 40 Each; Install 18" Flared End Section 2 Each; Re-Grade existing ditch for positive drainage JOB Lump Sum...
