Specifications include, but are not limited to: A Selective Site Demolition: . A. Demolition of designated site improvements including paving, curbing, site walls, and utility structures. B. Demolition of below-grade foundatiors and site improvements to depth to avoid conflict with new construction or site work. C. Removal of hollow items or items which could collapse. D. Salvage of designated items. E. Protection of site work and adjacent structures. F. Disconnection, capping, and removal of utilities. G. Pollution control during building demolition, including noise control. H. Removal and legal disposal of materials. I. Designated site improvements and adjacent construction. J. Interruption, capping or removal of utilities as applicable. B. Selective Building Demolition: 1. Selective demolition of interior partitions, systems, and building components designated to be removed. 2. Selective demolition of exterior facade, structures, and components designated to be removed. 3. Protection of portions of building adjacent to or affected by selective demolition. 4. Removal of abandoned utilities and wiring systems. 5. Notification to Owner of schedule of shut-off of utilities which serve occupied spaces. 6. Pollution control during selective demolition, including noise control. 7. Removal and legal disposal of materials. 8. Protection of designated site improvements and adjacent construction. 9. Salvage of designated items. 10. Interruption, capping or removal of utilities as applicable. 02300 - Earthwork Excavate bottom of column footings at building perimeter a minimum of 12" below frost line and width as specified on drawing. Base of footings shall extend down to undisturbed virgin soil which has been compacted to 95 percent proctor density. All excavation shall be to a level below existing demolition debris. Board form all footing as required by soil conditions. At slab foundations, compact sub-grade under slabs to a minimum 95% density. Compact backfill areas not under slabs or foundation to a minimum 90% ASTM D-689. Sub-base directly under concrete slabs on grade shall be a minimum of four inches of compacted granular fill. 02310 - Grading Carefully remove loam and topsoil to be incorporated in the finished work and store separate from the other excavated material. Failure to isolate loam and topsoil from the other excavations shall require that said soils not be used as topsoil. 02311 - Final Grading Keep exterior finished grade a minimum of 6 1/2" below finished floor elevation (see construction documents for exact locations) by backfilling with appropriate soils. Provide swales with positive outfall and slope grade away from building to allow water to drain away from the building foundation. Do not backfill against foundation until project is completely framed and roof structure is in place.