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SANFORD RESIDENCE <br /> PRELIl��IINARY PROJECT DFSCRIPTION <br /> 2. Create drainage swales around house, coordinated with draintile daylighting arid <br /> other drainage structures if required. <br /> o Intercept runoff from southwest before it reaches house. <br /> o Roof slope orientation and gutters will be used to direct runoff away <br /> from house. <br /> 3. Provide all necessary precautions to prevent erosion of soils. <br /> 4. Topsoil to be obtained from local source. <br /> 5. Grading and floor elevations are shown on the drawings. <br /> D. DRIVE-WAY AND WALKWAY <br /> 1. Courtyard to be concrete pavers on aggregate base. Driveway to be biturrunous <br /> pavement on class 5 base. <br /> 2. Path system to be bituminous pavement on class 5 base. <br /> 3. Consider class five aggregate as alternative to Number 1 and 2 if budget <br /> dictates. <br /> E. UTII,ITIFS <br /> 1, All udlides, except for septic and water, will be provided by �ity and or private <br /> udlity companies. Connections from house to garden shed will be required for <br /> water and power. Power and gas will be unde.Iground. Verify all udlity <br /> locations prior to excavation, driveway layout and landscaping. <br /> 2. Verify septic mound location and clearing requirements. <br /> ELEMENT C - FO �ma�rrnN A U$STR I(''TiTRF <br /> �1. FOOTING AND FOUNDATION WALIS <br /> 1. Concrete slab on grade (basement, garage and partial house). Provide cost for <br /> floor drain (pitch to drain). <br /> 2. Poured concrete foundation walls 8" thick. <br /> 3. Concrete footings with reinforcing rods. <br /> 4. Concrete forms are to be steel and are not to be sprayed with oils or <br /> petrochemical material. <br /> a. Portland Cement Concrete Type I. <br /> 5. Backfill under slabs on grade with compacted satisfactory soils in accordar►ce <br /> with recommendations of soils engineer. <br /> a. 2"-4" of gravel or "waste" glass. <br />