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Slope backfill away from <br />foundation. Provide surface <br />drains where necessary. <br />Backfill <br />(See text for <br />requirements) <br />Nonwoven Geolextile <br />Washed Rock Filler Fabric <br />(70 min. dzs) <br />4" min. <br />Tightline Roof Drain <br />(Do not connect to footing drain) <br />Possible Slab <br />4" Perforated Hard PVC Pipe <br />(Invert at least 6 inches below <br />slab orcrewl space. Slope to <br />drain to appropriate oudall. <br />Place holes downward.) <br />Vapor Retarder/Bamer and <br />Capillary Break/Drainage Layer <br />(Refer to Report tog) <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 />4tGEOTECH <br />coxsucTANTs wc. <br />FOOTING DRAIN DETAIL <br />2701 -2711 Rockefeller Avenue <br />Everett, Washington <br />Job No: Dare: plate; <br />18152 Juno 2019 10 <br />