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I <br /> ISlope backfill away from <br /> foundation. Provide surface <br /> drains where necessary. <br /> Tightline Roof Drain <br /> (Do not connect to footing drain) <br /> Backfill ct <br /> (See text for <br /> - requirements) c <br /> l O <br /> +r <br /> CCF <br /> i 13 <br /> Nonwoven Geotextile z <br /> c <br /> Filter Fabric 0 <br /> Washed Rock u' Possible Slab <br /> (7/8" min. size) 4. <br /> ..i L O O :] _ .cn.�.J .C.O".p .U•p.p .c�.o`. . .:].``.p .c <br /> 0 J 3o oo o o .0.°V 0 0 ,O o0 0 OOQ 0000 o.0-- v o0�c0 0 00L <br /> O//��oQJ „ov o,�• q uo • ? oe°o ui�,• o''4ap� 0 ojJ�,o'oVc <br /> 14. <br /> ?O C�? �OV OQ OO ./� `-III � „,,,ll L. <br /> 4" min.T` ,Th-,0:00.,_ c):0.,;".LII Vapor Retarder/Barrier and <br /> W p <br /> 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 /> I <br /> I <br /> FOOTING DRAIN DETAIL <br /> `_ " GEOTECH 6107 Berkshire Drive <br /> CONSULTANTS,INC. Everett, Washington <br /> I <br /> — � — Job No: Date: Plate: <br /> 16298 Nov.2016 9 <br />