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SHALLOW FOOTINGS WITH INTERIOR CRAWL SPACE <br /> I <br /> • First Floor <br /> Slope to drain away . . . . <br /> from structure Ground Surface <br /> • • • • Appropriate Water Proofing <br /> • • • • Applied to Wall <br /> �! Crawl Space <br /> 41414, <br /> Suitably compacted r--1 <br /> native soil or 1�4li <br /> iprip 414 imported structural fill, •1. <br /> as applicable I Approved Non-woven Geotextile <br /> (Mirafi 1401V or equilavent)Filter Fabric <br /> 401,404 NNW • • (1 S inch minimum fabric lap) <br /> 1040* • • •• Coarse Gravel Capillary Break <br /> 4040,t - (6 inch minimum-clear crushed rock) <br /> . . . Appropriate Water Stop at Joint <br /> 10,411:6101h4:44 Air OM" " <br /> Suitable Native Soil # +:Appropriate Vapor Barrier <br /> r r.r•r•r•r•�•r•r•r r•r•r•r•r•r•r•r•r•r•r•r•r•r•r•r•d <br /> ti•'L•ti•..00 �•, . S *00%.L•10%...••.•5,•ti•ti•L•.....••.•ti•1.•ti•ti. <br /> � • ; r .•••r•r•: :•.•••.rr•r•r r•r•r•r•r•r•r•r•r•r•r•r•r•r•r <br /> ti•L S '... . ti ti•... ti•1..ti L•ti .•.e.r.••.••.••..ti.•. ... <br /> /�`,� a .r•r r r•r r•r•r r•r r•r•r•r r r•r•r•r•r•r•r•r.r•r•r• <br /> Suitable Native Soil <br /> Drainage Material <br /> (Drain Rock,Clear Crushed) <br /> Free Draining Sand and Gravel Fill <br /> • Four Inch Diameter,Perforated,Rigid PVC Pipe (Interior subslab drainage maybe applicable <br /> 9depending on site conditions) <br /> (Perforations oriented down,wrapped in non-woven <br /> geotextile filter fabric,directed to suitable discharge) <br /> Notes: <br /> Footings Should be properly buried for frost protection in accordance with <br /> International Building Code or local building codes (Typically 18 inches <br /> below exterior finished grades) <br /> I <br /> Date: 12-01-16 By: GDB Scale: Shown Project <br /> GEOTEST SERVICES, INC. TYPICAL FOOTING & WALL DRAIN SECTION 16-0659 <br /> 741 Marine Drive <br /> I Bellingham, WA 98225 PROPOSED RESIDENTIAL DEVELOPMENT Figure <br /> phone: (360)733-7318 3313 OAKES AVENUE <br /> fax: (360)733-7418 EVERETT,WASHINGTON <br />