Laserfiche WebLink
,. <br /> Slope backfill away from <br /> foundation. Provide surface <br /> drains where necessary. <br /> Tightline Roof Drain <br /> (Do not connect to footing drain) <br /> Backfill <br /> (See text for <br /> Itt <br /> requirements) 0 raz--"Z: <br /> Nonwoven Geotextile <br /> Filter Fabric <br /> Washed Rock Possible Slab <br /> (7/8" min. size) <br /> J,•a D .0 •0 .p.0•0 .a.'Q•0,• .Q.D,.a.D.pe,0.Q•0,.fJ <br /> `'v O vO o v` sx crx o•0 p 0°.0'0 0 0°.0 ° 0 0°.f oc 0 0°. ° °. •° <br /> ° O O ° #, ASk'%.,�¢-"e�+ r5t E"i oa 00" ° �Q" ° c�O" O °a�� O �O"�� O o�C <br /> � •°O° Oo 0 0 '�"Ci.-. $' m °.o moo° �,�OQ ... 0 ,ro.o u .�°n 0 .•o o <br /> oho v ° - 'o. <br /> v o �• <br /> ,O_O°G�O°Oo ' I I — �Illlbllll� <br /> 4" min.* , ° II�IIII- Vapor Retarder/Barrier and <br /> iiii Capillary Break/Drainage Layer <br /> (Refer to Report text) <br /> 4" Perforated Hard PVC Pipe <br /> (Invert at least 6 inches below <br /> slab or crawl space. Slope to <br /> drain to appropriate outfall. <br /> Place holes downward.) <br /> NOTES: <br /> (1) In crawl 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, waterproofing, and slab considerations. <br /> FOOTING DRAIN DETAIL <br /> =`,0 GEOTECH 6107 Berkshire Drive <br /> CONSULTANTS,INC. <br /> � Everett, Washington <br /> Job No: Date: Plate: <br /> 16298 Nov.2016 9 <br />