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• <br /> TRAFRCHARGE 250 psf <br /> � 1 1 1 ,24 <br /> GROUND SURFACE <br /> I ► <br /> Jam'. <br /> J <br /> Q <br /> GlaciallFICySU Q <br /> Consolidated ► <br /> Sediments 0 <br /> ► w\ <br /> LEVEL BACKSLOPE <br /> GLACIAL SOILS: APPARENT ► <br /> EARTH FOR PRESSURE 25(H+2)psf BASE OF EXCAVATION = <br /> �,d,�✓r <br /> / r � <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 /> 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 /> \a s s o f a t e d <br /> BASEMENT WA:it <br /> DESIGN CRITERI <br /> 2721 WETMORE <br /> EVERETT, WASHINGTON <br /> PROJ NO. DATE: FIGURE: <br /> 190168E001 5/19[ 3 <br /> as <br />