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 Re‐grade site for new proposed swale for positive drainage JOB Lump Sum Install 100' Concrete Drive, 6" thick as shown on plans 45 cu yd Install concrete drive apron at main entrance, 6" thick 34 cu yd Install 6' wire fence as shown on plans 610 LF Install 3 strand of barb wire on top of proposed fence 1830 LF Install 20' wide sliding gate 1 Each Install 8" water line as shown on plans 262 LF Install water hydrant with two 2.5" connections and one 4.5" connection with shut off valve 1 Lump Sum Install required fittings and 8" tap for proposed water line as shown 1 Lump Sum Install 24"x30" piers with 12"x12" top plate for securing structures Each Install silt fence around perimeter of site 1030 LF Install 20'x50' construction entrance that will be utilized as part of the finished limestone drive 1 Lump Sum
