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08/18/2005 15:27 4257478561 GEOTECH PAGE 26 <br /> .... . <br /> Slope backfill away from <br /> foundadon. Provide surface <br /> dreins whera necessary. <br /> '�4'�: <br /> 'r;,.s�,, <br /> .� .� Tightline Roof Drain <br /> �,,-,;�};��� (Do not connect to footing drafn) <br /> .:�.'.;, <br /> BaCkfiU ;Ta� <br /> (sea text tor -,�,,,: <br /> requiremaMa) ��'c� <br /> :<.%.p=.:.. <br /> y��a�"'.."�`F, <br /> yi�Z <br /> Nonwoven Geotextlle <br /> Washed Rodc Ffter Fabric <br /> (!18"min. size) <br /> Possible Slab <br /> .O." .O: .��..0: O.'" .O' " O: ' P:' 0.•A <br /> �O�O� � . .Oeas. 'is�' 'r'ie.�. .o��.�.o�e� .. <br /> 0• .pe �0.�.�• �!��e'��!'�e s:en��.e s:F��.e aC�^eo e� <br /> • �oie�. •e i O ve,ro�-,. .i�aQ, •w,'yq� •�sc <br /> 0;0;0 ob . . ..;. ,..;:_ •. e.;;, ., ;.;, <br /> 'o'o' ,o;o; ' � <br /> � � I I I <br /> 4" min. o,°, °• <br /> Vapor RetarderBarrier and <br /> 4" Pertorated Hard PVC pi e Capillary BreaklDrainage Layer <br /> P (Refer to Report te�A) <br /> Qnrert at�east 6 inches below <br /> slab or crawl space. Slope to <br /> drain to appropriate outfall. <br /> Place holes downward.) <br /> NGTES: <br /> (1) In cra+M spaces, provide an outlet drain to prevent buildup of water that <br /> bypasses the perimeter footing drains. <br /> (2) Refer to report text for additional drainage and waterproofing considerations. <br /> � FOOTIIVG DRAIN DETAIL <br /> GEOTECH 11804 Highway 99 <br /> corrsui,TArrrs.nvc. Everett, Washington <br /> Job No�� Da�+ffi 2005 Plafe: �2 I <br />