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EXISTING GROUND SURFACE <br /> INON-STRUCTURAL HARDSCAPE OR I <br /> �-^ AREAS �PAVEMENT---{ <br /> � AREAS I <br /> � <br /> ys VARIES <br /> 90 � <br /> O 95 2 FEET <br /> I <br /> 90 95 VARIES <br /> (SEE NOTE 1) <br /> i t�� <br /> I <br /> _ �. <br /> VARIES <br /> � <br /> --PIPE� <br /> NOT TO SCALE <br /> LEGEND: <br /> RECOMMENDED COMPACTION AS A PERCENTAGE OF <br /> 95 MAXIMUM DRY DENSITY,�Y TEST METHOD ASTM D1557 <br /> (MODIFIED PROCTOR) <br /> 0 CONCRETE OR ASPHALT PAVEMENT <br /> � BASE COURSE <br /> � TRENCH BACKFILL Compaction C�iteNa <br /> for Trench Backfill <br /> � PIPE BEDDING <br /> Proposed Student Fitness And Health Center <br /> Everett Community College <br /> NOTES: <br /> 1.All backfill under building areas should be compacted to G EO E N G I N E E R5� Figure 4 <br /> at Ieasl 95 percent pc�ASTM 01557. <br /> :'2, <br />