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Ground Surface <br /> Non-structural Hardscape Or <br /> Areas Pavement <br /> Areas <br /> Y� Y� Y : � ./\ \V / / V0-* 444.0. ei.4.4\/ Varies <br /> \ri,.. — . .. illt, <br /> \\ \ \/ <br /> \/// \ '-‘ CD \- 2 Feet <br /> \ \\\ <br /> E / CD / I Vanes <br /> Note 1) <br /> N <br /> W <br /> N <br /> O i'10 <br /> O 7 <br /> w0. <br /> " )o .Q000 ?110 .oOOC/, / <br /> °UO° °aO 10o00 °QOO\\\ <br /> 0 0o0.0 .3 _.__ ;' '4,0 O OOG O <br /> O0o000 '000 Op0°oCl�// Varies <br /> op <br /> .0,0 0.o000.09 0°o,11 0 00 \\ <br /> 0 0ori°O00°o00 .000 '°o00 °aQ\/�o ,- of C)o 0-0 l'3 x:/ �\�°^Q \ / <br /> o Pipe ,\ <br /> 0 <br /> ti <br /> E <br /> Not To Scale <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 Legend <br /> a <br /> a <br /> , Recommended Compaction as a Percentage of <br /> 95 Maximum Dry Density,by Test Method ASTM D1557 <br /> 8 (Modified Proctor) <br /> a \ \ Concrete or Asphalt Pavement <br /> 0 <br /> 0O -0. <br /> m Base Course <br /> m <br /> a ///\/% ' Trench Backfill Compaction Criteria <br /> / �/ for Trench Backfill <br /> o jU,�U 'oLJ0 <br /> Z 0^Qt0 o° C Pipe Bedding <br /> 7800 Evergreen Way <br /> Everett, Washington <br /> Notes:Fa <br /> 1. All backfill under building areas should be compacted to at GEOENGINEERS_..0 Figure 4 <br /> i least 95 percent per ASTM D1557. <br />