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SHALLOW FOOTINGS WITH INTERIOR SLAB-ON-GRADE
<br /> • - '— Typical Framing
<br /> .1.1.1•1
<br /> Compacted Impervious Soil •,•,•,•+
<br /> (12 inch minimum) •i•i•+=• Floor Slab
<br /> or Pavement ',',', , , 1-I- , 1-1-1-1-1-1-1-, , ,-,-
<br /> (2 inch mi imum) •,','+.y.,.,.'.,.'.'.'.'.'.'.'.+.+.,.'.I.I.
<br /> .1.1.1.+•+.1.1.1.1.1.1.I.+•+•+.I.I.I.1.1. Vapor Barrier
<br /> Slope to drain away ',',', r�rrr r■r�rr'r
<br /> •
<br /> ■ti■ti•ti■ti■ti■ti■ti■ti■ti■■■■■■■■`■ti■ti■ti■S■ti■ti■ti■•■■%••■ ■
<br /> from structure. __ - —�"� •- •,•,•,• ti ti•ti■ti■ti■ti•ti•ti•
<br /> . . ■ti■ti■ti■'■■ 0:01./ti■ti■ti■ti■ti■ti■ ti■ti■ti■ti■ti■■■■ti■ti■ti■ti■ti0■■■ti■ti■ti■
<br /> ■.'''r■�'■f■'r'�''r■'�''1'''1'■r■,r'r■15'"�"r', '1'd',r■'r'■■'f'r'r',�''.r■f'r'1
<br /> .•.....•
<br /> ## ,',','�•• •'' •`�� `� Coarse Gravel Capillary Break
<br /> '/ M��• +'+'+'+. ;�; (6 inch minimum typically clear crushed)
<br /> Suitable Soil / •+• •+•
<br /> / +•+•+: Free Draining Sand
<br /> det##1r'' , ,',',P`:,`',`°+:':.,•r.'•:.;:.:•:.' and Gravel Fill
<br /> Approved Non-woven 4101
<br /> Geotextile Filter Fabric 0, 0,c00148� '•'.' '.'•
<br /> (18 inch minimum fabric lap) Wo007110490 .'.'. .▪'. .▪• .1 •
<br /> Ate 4 . . :▪ 2 '.•V
<br /> .' \� Suitable Soil
<br /> Drainage Material
<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 /> cciir PROPOSED SHORT-PLAT Figure
<br /> 2405 HILLSIDE LANE
<br /> ,�,� EVERETT,WA 98203
<br />
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