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a ..F , �__ .._. .-
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<br /> �'°, 00000 00 ;1 °02.° °G °Uo °Oo '0-o °p0 000 opo oDo
<br /> Unsuitable �q o.o �o o,°o:.�. o•w; :,_,-°° o °a',�o oo°o• ... _ Structural Fill (refer to report for
<br /> Soils 0°b'' 0 ° -' °'�•`' ' 0=r° .0 ° gradation and compaction requirements).
<br /> t c ' o•° v ° .o o ° .p o -c V o , . o o .° p . o
<br /> "°°° °o ,p0 00 000 00• a� °°� oo °;,6°0.c. °oo. _p, See Note 2 for condition where lean
<br /> °:oo ° ° a:oC o o°°:o, o , N' s-,-•,, ;o0 0•o : in'o ,
<br /> ',4 g,o,°o.o oo°...,'; d•oo„� > °a•oOo °o; 0 0, q ° concrete is used to backfill the
<br /> 0; .p.., ,, . .. 0 o o_'o., 0.0
<br /> r , °.o o_°°e°., ,..°0.0�o.o . o° overexcavation.
<br /> o° �°oWidth of Overexcavation o�•o °•a°°
<br /> .••;,;,.,0,0 °� 0 0'0 .. o o p°O o'
<br /> -Alill= ,I11,=-111 -411M-111 =1111=13=ill=1111=1111 lul=lli illli 11111111-1 =111iO1"r-
<br /> -ili,=IIIIIIIIIIIi=III:=IIII=II.I1=IIiIIIIL IIJ___,IIII lli lllli,llll�llfl—Illi-
<br /> (. '
<br /> Suitable Bearing Soil (Refer to report for description)
<br /> verify by Geotechnical Engineer prior to placing Structural
<br /> Fill.
<br /> Width of Overexcavation = Footing Width (FW) + Depth of Overexcavation
<br /> NOTES:
<br /> 1. Refer to report text for additional overexcavation, foundation, and structural fill considerations.
<br /> 2. Where lean concrete (minimum 1-1/2 sacks of cement per cubic yard) is used to backfill the
<br /> overexcavation, the overexcavation must extend only 6 inches beyond the edges of the footing.
<br /> TYPICAL FOOTING OVEREXCAVATION
<br /> i GEOTECH 3530 Colby Avenue
<br /> CONSULTANTS,INC. Everett, Washington
<br /> i
<br /> - Job No: Date: Plate:
<br /> 16422 Nov.2016 7
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