Demolition of Barns 8-12 Horse Park

The project scope includes removing the existing barns 8 through 12 in their entirety. Any existing concrete that is above grade is to be cut down 6 inches below grade. Existing slabs on grade to remain. New fill is to be installed at these areas and patched back with 3 inches of compacted DGA and 3 inches of base course asphalt where located within asphalt, and patched back with 2 inches of compacted DGA and 4 inches of concrete where located within existing concrete. Concrete or asphalt patch to be adjacent with existing grade. All MEP systems and components are to be demolished except for the plumbing service stub ups and electrical service stub ups. Both electric and plumbing services have been disconnected from the building. Existing conduits or piping below-grade shall remain in-place, and left protruding through the ground to the existing height of the closest fitting. Each barn has below-grade water service serving it, but barn 8 has two, 2" PVC water pipes that extend above ground at each end of barn and are to remain in place as referenced on the drawings.

Division 01 -	General Requirements, Special Procedures, Environmental Procedures.
Division 02 -	Existing Conditions, Environmental Assessment, Hazardous Material Assessment, Site Remediation, Asbestos Remediation.