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I <br /> I <br /> I <br /> 0 <br /> mot. <br /> I <br /> .:: <br /> Mt <br /> I t <br /> C �r <br /> F:kt -ads.,r '" . <br /> o`•0..o".o;.A..o.o,.a..o.o; •o .Q..o.o •Q.,a".o".Q.,Q:n <br /> 0 042D'o nOQ -0•oa40 0•00G t-0'00°00 D. 000 0�0000 00'0 <br /> Unsuitable °�oQ °.,.�q o•. .� o�; �°o a,:,q o.°.� o< .� Structural Fill (refer to report for <br /> -.op • ,....0 d.Pp 6.Pp 4•Ap� o.p •SOils '• •° '' •a . '' ° o �• b°' . '• ••• '' gradation and compaction requirements). <br /> t� o o .° o' p a )' <br /> o p o o o' ag o ..° o0 a. 0 0 a <br /> yy0 <br /> See Note 2 for condition ondition where lean <br /> I .9oo0o'oaQ�ooa9�o <2 =-> o °� o'o ,� o ° o <br /> °'o�a •P� 'o• •��o c'.c?- 5°o.° opq .opo o •p�'° concrete is used to backfill the <br /> bP• y''p. Y ° 0 o°' PO'0.oF, . '0•o °i y D."oP,.yo overexcavation. <br /> 00oOon00cs0•o o°aWid•th.,o 'OveexcvoatlonJoo 0'0p-J° o <br /> I . I �IIII -lid 1 II='-fiin--Tlllmillll1iii1I =11II,_ ,T1=11If= '_11I,�I�I+ ""' <br /> rm mi- fill=iui=li1i—m=Tif1! IP =iin.=:nii=.uu,,im,,, rr�. <br /> ' Suitable Bearing Soil (Refer to report for description) <br /> verify by Geotechnical Engineer prior to placing Structural <br /> Fill. <br /> IWidth of Overexcavation = Footing Width (FW) + Depth of Overexcavation <br /> INOTES: <br /> 1. Refer to report text for additional overexcavation,foundation, and structural fill considerations. <br /> I 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 /> I <br /> I <br /> I -,: <br /> y .40 GEOTECH TYPICAL FOOTING OVEREXCAVATION <br /> CONSULTANTS,INC. 2631 Walnut Street <br /> I <br /> i, Everett, Washington <br /> -LA_ k — Job No: Date: Plate: <br /> 13465 Dec.2013 8 <br /> 1 , <br />