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I <br /> IEXISTING GROUND SURFACE <br /> • F <br /> NON—STRUCTURAL HARDSCAPE OR <br /> AREAS PAVEMENT <br /> AREAS <br /> /\//\// ///'\ \ k VARIES <br /> /�\\ \\ \\ \'\ <br /> I / < �� 2 FEET <br /> s\/ \//// /,/// / <br /> // <br /> / VARIES <br /> Cr / (SEE NOTE 1) <br /> \ \\/� <br /> / // ///\\/i <br /> / \ // / \2 <br /> IIIN �o oQOOp . oQ�O.C�/, <br /> E. °oOp °oflo�� �°000 00,�/\ <br /> O o°o0 0 o od p o 000 0_\// VARIES <br /> N oOp O°o0o °0 oUo o00 O°0e \\ <br /> I <br /> ).0 000 0 oOo oQO 0°off O o0O C\\A <br /> 0000 .o'opo°000 °00o. '°oOo °pO\l <br /> N ,l-1 nro-.n 0, n rvo_n,. ..o f O n°,.n,-,"\. // <br /> \y: vA/ \�/ \,,\ <br /> IcoNi <br /> PIPE <br /> 1 3 NOT TO SCALE <br /> w <br /> 0 <br /> N <br /> 0 <br /> ' o Legend: <br /> RECOMMENDED COMPACTION AS A PERCENTAGE OF <br /> MAXIMUM DRY DENSITY,BY TEST METHOD ASTM D1557 <br /> o (MODIFIED PROCTOR) <br /> p X 'Y <br /> CONCRETE OR ASPHALT PAVEMENT <br /> N <br /> ;4 • �04k. BASE COURSE <br /> Compaction Criteria <br /> o \ / / TRENCH BACKFILL for Trench Backfill <br /> ////// <br /> 0. 0-��.o °: Pavement and Stormwater Master Plan <br /> o^oOO oho PIPE BEDDING RDC Everett Transfer Facility <br /> 3 Everett, Washington <br /> I o Notes: <br /> - 1.All backfill under building areas should be compacted to G EO E N G I N E E RS( Figure 3 <br /> 0 at least 95 percent per ASTM D1557. <br /> E <br /> i 0 <br />