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Non -Load Supporting Floor Slab or <br />Areas Roadway Areas <br />Backfill <br />Bedding <br />Varies <br />t Foot Minimum <br />Varies <br />Varies <br />LEGEND: <br />Asphalt or Concrete Pavement or Concrete Floor Slab <br />`'"t <br />ro•• <br />. o • • • e • Base Material or Base Rock <br />1. <br />r.sasi Backfill; Compacted On -Site Soil or Imported Select Fill <br />Material as Described in the Site Preparation of the General <br />Earthwork Section of the Attached Report Text. <br />95 Minimum Percentage of Maximum Laboratory Dry Density as <br />Determined by ASTM Test Method D 1557.78 (Modified Proctor), <br />Unless Otherwise Specified in the Attached Report Text. <br />Bedding Material; Material Type Depends on Type of Pipe and <br />°boa;0' laying Conditions. Bedding Should Conform to the Manufacturers <br />Recommendations for the Type of Pipe Selected. <br />Earth Consultants Inc. <br />�ilf.nilfllf2l ,'r� ('`TYgluv \ F11WIIfMYTli11 LMTIlLL4 <br />Pro]. No. 6898-1 1 Drwn. GLS ' Date June '95 <br />TYPICAL UTILITY TRENCH FILL <br />Proposed McDonald's Restaurant <br />Everett, Washington <br />Checked DSL Date 6/7/95 Plate 4 <br />