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Ground Surface <br /> Non-structural Hardscape Or <br /> Pavement <br /> Areas Areas <br /> 96 Varies <br /> 2 Feet <br /> Varies <br /> (See Note 1) <br /> C <br /> 012 0�0 6 io 0. <br /> 0 oo0 0 . 0�' Xl� <br /> 0 <br /> 0 & <br /> E <br /> Varies <br /> bioo X/I <br /> 610 .6.i.p' <br /> OD <br /> 0 <br /> Pipe ;/X <br /> �j/\/�. <br /> 0 <br /> Not To Scale <br /> Ln <br /> LL <br /> (31 <br /> Legend <br /> Recommended Compaction as a Percentage of <br /> 95 Maximum Dry Density,by Test Method ASTM D1557 <br /> (Modified Proctor) <br /> E <br /> 0 concrete or Asphalt Pavement <br /> Ln <br /> LL <br /> O <br /> o M Base Course <br /> MO <br /> Compaction Criteria <br /> Trench Backfill <br /> for Trench Backfill <br /> 1 <br /> U <br /> C Pipe Bed <br /> ding 0!0,2 Delta Soil Remediation Facility <br /> 0 <br /> Everett, Washington <br /> Notes: GMENGINEER Figure 5 <br /> 1. All backfill under building areas should be compacted to at <br /> least 95 percent per ASTM D1557. <br />