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' * .. <br /> TRAFFIC SURCHARGE 250 psf <br /> , l 1 1 1 <br /> GROUND SURFACE <br /> Co Ns 0 <br /> T.- _iN► <br /> Q� <br /> GlaciallyI ' _ <br /> Consolidated ►1 =� <br /> Sediments a <br /> 0. w • <br /> FOR LEVEL BACKSLOPE ► <br /> GLACIAL SOILS: APPARENT <br /> EARTH PRESSURE 25(H+2)psf BASE OF EXCAVATION • <br /> 6,4.44rc4 <br /> :T'r,' /1- 'ire/VS - c ,2xiJ f 1-47: <br /> NOTES: <br /> 1. DIAGRAM DOES NOT INCLUDE HYDROSTATIC PRESSURES OR SLOPE SURCHARGES. <br /> 2. DIAGRAM IS ILLUSTRATIVE AND NOT REFERENCED TO A PARTICULAR LOCATION. <br /> \ <br /> 3. DIAGRAM DOES NOT INCLUDE PRESSURES DUE TO SURFACE SURCHARGES FROM ANY AJACENT <br /> STRUCTURES. THESE PRESSURES MUST BE PROVIDED BY THE STRUCTURAL ENGINEER. \ <br /> 4.BASE OF EXCAVATION SHALL BE DEFINED AS THE FOUNDATION SUBGRADE ELEVATION. <br /> N <br /> n <br /> 0 <br /> ft- <br /> a s s o Hated <br /> N <br /> LL <br /> B- <br /> 0 <br /> W <br /> (D <br /> 3, BASEMENT 1�VA L <br /> DESIGN CRITERI <br /> E <br /> 2721 WETMORE <br /> EVERETT, WASHINGTON <br /> PROJ NO. I DATE: FIGURE: <br /> a 190168E001 5/19 I 3 <br /> 0 <br />