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SHALLOW FOOTINGS WITH INTERIOR SLAB-ON-GRADE <br /> - • • Typical Framing <br /> Compacted Impervious Soil •,•,•,•, <br /> (12 inch minimum) •1",',', Floor Slab <br /> or Pavement ' ' " - - - - - <br /> (2 inch minimum) .'.1.1. <br /> -1.i• ,-'.,.'.,.1.1- <br /> '.,.,-,-,.1.1.,. <br /> ill <br /> . .�.�.�.�.�.�.�.�.�.�.�.�.�.�.�- Va or Barrier <br /> Slope to drain away .1-1.1.14.; r r 4f r r.--4.•�r■:r7 ■ ■ ■ ■ ■ ■ ■ ■ • ■ • ■ ■ <br /> from structure._ _ — - — - 1 1 1•„:. %:•r•e• J%~%f:'.%: •:f%f:1:f: •-•-e•...' :f:f:f:'r•di <br /> .■■.■■.■..■■.■■.■■ti■■■■.:■ti■%■•■■•■■ti■ •■■ti■ti■ti■■■■•■■■L.ti■ti■ti■■L■ti■•■■ti■•■■ <br /> // / <br /> #, ' ', , ,' Coarse Gravel Capillary Break <br /> / (6 inch minimum typically clear crushed) <br /> Suitable Soil / At.: 1 1 <br /> Free Draining Sand <br /> •r and Gravel Fill <br /> Approved Non-woven r "l~7' , , , , , ,", ,' <br /> Geotextile Filter Fabric — ----- x ! 0.' ' ' ' ' '`' ' ' <br /> (18 inch minimum fabric lap) / 4 : <br /> } A. ?. 1 , , 1 , 1 1 1\ .,'• <br /> ���i Suitable Soil <br /> / <br /> Drainage Material <br /> (Drain Rock or Clear <br /> Crushed Rock w/no fines) Appropriate Waterproofing <br /> Applied to Exterior of Wall <br /> Four Inch Diameter,Perforated,Rigid PVC Pipe <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 International <br /> Building Code or local building codes <br /> (Typically 18 inches below exterior finished grades) <br /> The footing drain will need to be modified from this typical drawing to fit the <br /> dimensions of the planned footing and slab configuration <br /> Date: 3-12-20 By: RZM Scale: None Project <br /> TYPICAL FOOTING & WALL DRAIN SECTION 20-0344 <br /> GEOTES T Kikuchi Retaining Wall Figure <br /> 815 34th Street <br /> ■..R• ., . <br /> Everett, Washington 98201 3 <br />