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SHALLOW FOOTINGS WITH INTERIOR CRAWL SPACE <br /> First Floor <br /> Slope to drain away <br /> from structure Ground Surface <br /> Appropriate Water Proofing <br /> wr rAlak. Applied to Wall Crawl Space <br /> 4 • <br /> ' � Suitably compacted r�#�, <br /> �k native soil or I #4#1 <br /> imported structural fill, 02, <br /> 4040140., as applicable '### Approved Non-woven Geotextile <br /> ## (Mirafr 140N or equilavent)Filter Fabric <br /> 40,404 ••, • • • (16 inch minimum fabric lap) <br /> CoarseGravel leer crushed <br /> Capillary Break <br /> Litt:• m(6 inch minimum-clear crock) <br /> . 4041010, 0 . Appropriate Water Stop at Joint <br /> ,1/4 AM 0. . i <br /> Suitable Native Soil '## r 4 • • Appropriate Vapor Barrier <br /> Al 01014 tea+ "4""1,41,40.40464,411,40464640.40404,404,4646404,404,40.414 <br /> •,ro • • . a0"•* a•a <br /> . 1`i*A : r r r r r r•r•r•r•r•r•r•r•r•r•r•r•r•r•r•r•r•r•: <br /> �4♦ -r•r•�-�•r•r•e•r• r•r•r•r•r-r•r•r•r•r•r•r•r•r•r•r•r <br /> #a00.41 <br /> •r•r•r•r•r•r•r•r•r•r.r•r•r•r•r•r•r•r•r•r•r•o.e.r•r•r• <br /> •i � 40 <br /> x ,0,1 ' ► "' <br /> Suitable Native Soil <br /> Drainage Material <br /> (Drain Rock,Clear Crushed) <br /> Free Draining Sand and Gravel Fill <br /> Rigid PVC (Interior subslab drainage may be applicable <br /> Four Inch Diameter,Perforated,Ri <br /> gPipedepending 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 /> 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 /> Bellingham, WA 98225 PROPOSED RESIDENTIAL DEVELOPMENT Figure <br /> phone: (360)733-7318 3313 OAKES AVENUE <br /> fax: (360)733-7418 EVERETT,WASHINGTON <br />