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SHALLOW FOOTINGS WITH INTERIOR SLAB-ON-GRADE
<br /> —--
<br /> •�▪ • •� , ---Typical Framing
<br /> .1.1•1•1
<br /> Compacted impervious Soil • •,•,•
<br /> (12 inch minimum) •i•i•,.• Floor Slab
<br /> or Pavement •,•,', , , ,-,-,-,-, , 1-1-1-1-,-1-1-1-1-
<br /> (2 inch minimum) 1',.1.1.i.i.i.1.1.
<br /> 1.1.,.7.1.1.1•1.,.,• •• 1•'.'•1.1.'.'.,.'
<br /> •1.1 ,. .1.' '.,.t.1.1
<br /> •'•'.1.1.1.I.,.I.'. Va or Barrier
<br /> r
<br /> Slopeaway to drain ,', , �'�+
<br /> ' •'
<br /> r rrr r ■� r■� �r■r■r
<br /> • ■ti■'L•ti■�,■'L■ti■ti■�,■�.■•■■ti■'�■'1,■'L■ti,■S,■'4•ti,■�,■S.•'1.•'L■�,,•ti■ti■ti•ti,■ti,•ti•
<br /> from structure._ _. — +•'•, 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■r■r•r•r
<br /> • •,• ti■■
<br /> -
<br /> ■ti■■■■ti■ti■i■ti■ ••ti•■••ti•ti•ti■ ti■ti■ti■ti•ti••••ti•ti•ti■ti■ti■ti■ti■ti■ti■
<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■r■r■r
<br /> # ,',',',; •' `'� Coarse Gravel Capillary Break
<br /> * •�'�'. •' ;r;'••• (6 inch minimum typically clear crushed)
<br /> Suitable Soil #
<br /> #: # + ; • •. Free Draining Sand
<br /> #' *# . . • r :• : ••' ''.`.'; and Gravel Fill
<br /> Approved Non-woven / A .','•'•'•1•1.1.1.Y'
<br /> Geotextile Filter Fabric
<br /> (18 inch minimum fabric lap) t3:4114tor �
<br /> 4il:y Suitable Soil
<br /> Drainage Material /
<br /> /
<br /> (Drain Rock or Clear \
<br /> Crushed Rock wino 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 /> This figure is not intended to be representative of a design.This figure is intended to present
<br /> concepts that can be incorporated into a functional foundation drain designed by a civil engineer.
<br /> 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
<br /> Building Code or local Municipal building codes(typically 18 inches below exterior finished
<br /> grades).
<br /> The footing drain will need to be modified from this typical drawing to fit the dimensions of the
<br /> planned footing and slab configuration.
<br /> Date: 9-27-21 By: GDB Scale: None Project
<br /> TYPICAL FOOTING &WALL DRAIN SECTION 21-0845
<br /> OPROPOSED SHORT-PLAT Figure
<br /> 2405 HILLSIDE LANE
<br /> EVERETT,WA 98203
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