All testing is to be performed in accordance with all applicable ASTM Specification and Standard Industry Testing. Testing method(s) and quantity of test(s) shall comply with the Geotechnical Report. Unit Size: 1,000 Square Feet Unless indicated/recommended otherwise in the produced Geotechnical Report, it is the intent of the WMAHA to construct concrete slab on grade with 5-1/2” thick floor X 30” deep X 12” wide footing with #4 Rebar Mat spaced 16” on center. Unless otherwise noted in the produced Geotechnical Report, the intent is to remove approximately 24” inches of the existing expansive native soils beneath the proposed building pad, scarify and recompact subgrade, and construct the building pad approximately 18” - 24” high above existing grade with import fill material derived from “Stago Borrow Pit”, or other approved Borrow Pit.
