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Ground Surface <br /> h_ Non-structural __,...t_ <br /> Hardscape Or <br /> Areas Pavement <br /> Areas <br /> //\/X\/�\//� \ } " .41,14,40744 \/ Varies <br /> \ \ \ Aiti—A \V <br /> /// a) 2 Feet <br /> \/ <br /> eVaries <br /> yjra) <br /> (See Note 1) <br /> /// <br /> "T <br /> o <br /> N \ <br /> C o <br /> o J)O 'OJGj JO =0Qp \ <br /> C o°\?Q a.;0, o'',.. � 0�0 \ <br /> lg 09 o 0oG o G G_ 00 0 �°0, o°a'c\/ \ Varies <br /> ) °OC,?o'00 .aG op o 00 .jop o <br /> a0 0 °G C,o 0 oQ 0 " 0 3 0` t 0 "G 0,\/ <br /> 0 0 ,, <br /> 3 Pipe \ <br /> `s <br /> Not To Scale <br /> i- <br /> s <br /> Legend <br /> s Recommended Compaction as a Percentage of <br /> 95 Maximum Dry Density,by Test Method ASTM D1557 <br /> e (Modified Proctor) <br /> U <br /> 0 <br /> oConcrete or Asphalt Pavement <br /> m <br /> o , 1,, <br /> o . ') Base Course <br /> a <br /> r // Trench Backfill Compaction Criteria for Trench Backfill <br /> �i o.00O o0,0 Pipe Bedding <br /> Casino Road Renovation <br /> ig <br /> o! Everett, Washington <br /> U! <br /> 81 Notes: <br /> N 1. All backfill under building areas should be compacted to at G EO E N G I N E E RS 0 Figure 4 <br /> da least 95 percent per ASTM D1557. <br />