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Backfill <br />Bedding <br />Non-Load Supporting Floor Slab or <br />Areas Roadway Areas <br />LEGEND: <br />Varies <br />1 Foot Minimum <br />Varies <br />Varies <br />'r:;,,�;�� `;�?="R; Aspha(t or Concrete Pavement or Concrete Floor Slab <br />�,�,, ,, <br />o,a �o�� <br />� a o�, o� Base Material or Base Rock <br />�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 />.,.. .o ., Sedding Material; Material Type Depends on Type of Pipe and <br />'°�:'�oQo;•p� Laying Conditions. Bedding Should Conform to the Manufacturers <br />. a.a. <br />Recommendations for the Type of Pipe Selected. <br />,^ ,,�. �, <br />'1�;, i�'� � 1j ,,�; Earth Consultants Inc. <br />� <br />� � ',, l � (;croterhnlc<il FnpJrxrrs. G»k�� 8 Fnvlrairtx�nnl ti�ieniiwti <br />,. , <br />TYPICAL UiILITY TRENCH FILL <br />Seaway Tract 1, Lot 5 <br />Everett, Washington <br />Proj. No.3592-520� Drwn. GLS � Date Sept. '98 � Checked MGM � Date 9/10/98 � Plate 4 <br />