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BASEMENT WITH INTERIOR SLAB-ON-GRADE <br /> First Floor <br /> Slope to Drain Away <br /> from Structure Ground Sur ace--------------- . . . . <br /> Basement <br /> Suitably Compacted Native Soil • <br /> or Imported Structural Fill,as • <br /> Applicable . <br /> Approved Non-woven Geotextile <br /> (Mirafi 140N or equilavent)Filter Fabric <br /> (18 inch minimum fabric lap) <br /> Appropriate Water Proofing <br /> Applied to Wall <br /> Appropriate Water Stop at Joint <br /> Coarse Gravel Capillary Break <br /> • (6 inch minimum-clear crushed rock) <br /> Suitable Native Soil Floor Slab <br /> . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . ' ' . ' ' . ' ' . ' ' . ' ' ' . ' Appropriate <br /> . . . . . . . . . . . . . . . . . . . . Vapor Barrier <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> ti.ti.ti.t•ti.ti.t•ti.ti.t•ti.ti.t.ti.ti.t.ti.ti.t.ti.ti.t.ti.ti.t.ti.ti. <br /> f.f.f.f.f.f.f.f.f.f.f.f.f.f.f.f.f.f.f.f.f.f.f.f.f.f.1 <br /> ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti.ti. <br /> . �r1r���r1r���r1r���r1r���r1r1��r1r���r1r���r1r���r1r.1 <br /> . . . . . . . .f.f.r.f.f.r.f.f.r.f.r.r.f.f.r.f.f.r.f.f.r.f.f.r.f.f. <br /> Suitable Native Soil <br /> Drainage Material <br /> (Drain Rock,Clear Crushed) <br /> Four Inch Diameter,Perforated,Rigid PVC Pipe Free Draining Sand and Gravel Fill <br /> Notes: (Perforations oriented down,wrapped in non-woven (Interior sub-slab drainage may be applicable <br /> geotextile filter fabric,directed to suitable discharge) depending on site conditions) <br /> This figure is not intended to be representative of a design.This figure is intended to present concepts that can be incorporated into a <br /> functional foundation drain designed by a civil engineer.In all cases,refer to the civil plan sheet for drain details and elevations. <br /> Footings should be properly buried for frost protection in accordance with the International Building Code or local Municipal building <br /> codes(typically 18 inches below exterior finished grades). <br /> The footing drain will need to be modified from this typical drawing to fit the dimensions of the planned footing and slab configuration. <br /> Date:3-30-2021 BY:TAC Scale:Shown Project <br /> T TYPICAL FOOTING &WALL DRAIN SECTION 21-0375 <br /> (Ocy TUCKER SHORT PLAT Figure <br /> 3617 UPLAND AVENUE <br /> EVERETT,WA 98203 <br />