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( � <br /> IBa.remcn� <br /> WaU <br /> Slope to dmin �:':� <br /> rt:� Iii � <br /> I � ( , I �I � ���`�I , '�'�� Verttool Dmin Ma� <br /> � (Mirodmin 6000 <br /> or equa!) <br /> Rela�ive/mpernreahfc ;�::� <br /> ICompacred Backfi0 <br /> COMPACTLD <br /> ONSlTE B.9CAFlLL <br /> Fire dmining mareria(, A/,�]�/A� <br /> (karhed rock or Cnuhed nF'(/,S,�g[,F1 <br /> rock) <br /> � :: <br /> Geotexti(e <br /> (mirufi f40NL: ;.....—.-:.+^:'rF. :•:.:.i <br /> ... 's ��� � <br /> I or equalf ���?:�:�>::�;:>:.t`:;j�:�i:�?: ��;�i .....,.,.:. <br /> / i <br /> /':;;::'.::;;;:;:�<;;;;;;::;;:: <br /> 4 or6 inchdiamererslotted '���fNG �:' <br /> or perforoted PVC pipe ':::i:�i:i'+'''r:: <br /> I <br /> NOT TO SCALE <br /> I <br /> � NOTES: <br /> 1.) Do not rcplace rigid PVC pipe with flexible corrugated plastic pipe. <br /> � 2.) Perforated or slotted PVC pipe should be tightjointed and laid with <br /> pert'orations or slots down,with positivc gradient to dischargc, <br /> 3.) Do not connect roof downspout drains into the footing drain lines. <br /> � <br /> i 4.) Backfill should be compacted to 90%of maximum dry densiry bazed on <br /> Modified Proctor. The top one foot should be compacted to 95%of <br /> maximum dry density if back611 is to support side:valks,drivcway, cte. <br /> I <br /> � <br /> TYPICAL BASEMENT WALL BACKFILL <br /> Group Northwest, Inc. AND DRAINAGE DETAIL <br /> � c°°�°G'"i°'iE^oi^"",a^wo��.,a GILLETTE RESIDENCE, EVERETT, WASHINGTON <br /> EnNronmen1a15c1�n1hh <br /> ���� <br /> ' SCALE NONE DATE 11/10/OO MADE WC CHKD WC ,��,p. G-1266 p�,qTE 3 <br /> i <br />