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--111 <br /> Pile-supported Wall and <br /> New Fill Backfill assumed negligible <br /> "Toe Cover" 7. with respect to Surcharge <br /> Soldier Pile—pi. <br /> 110 <br /> I - Reduced Passive <br /> -41 <br /> EFP=175pcf IP Active <br /> (Ignore Upper 3') EFP=35pcf <br /> SCHEMATIC ONLY- NOT TO SCALE <br /> NOT A CONSTRUCTION DRAWING <br /> iti ,.. <br /> �-`4 <br /> Earth <br /> NOTES: Solutions: 8 Solutions NWL�.c <br /> Geotechnical En ineering <br /> NWi.i_e �'� Engineering,Construction <br /> serva.tionITesting and Environmental Services <br /> 1.Active EFP acts over 1 pile diameter <br /> below grade. <br /> Earth Pressure Detail <br /> 2. Passive EFP acts over 2.5 pile diameters. Messner Residence Wall Repair <br /> 3. If required, use 4H for seismic design. Everett, Washington <br /> Drwn. CAM Date 10/02/2018 Proj. No. 6132 <br /> Checked RAC Date Oct. 2018 Plate 3 <br />