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Fig 3- Cantilever Shoring.grf w/ [file.jpg] 5/12/1 q17:54) SDD <br />Notes: <br />1. Minumum embedment shouia pe at ieast �U teet below bottom of excavation. <br />2. A factor of safety of 1.5 has been applied to the recommended passive pressure values. <br />No factor of safety has been applied to the recommended active earth pressure values. <br />3. Active pressures should be applied over the full width of the pile spacing above the <br />base of the excavation, and over one pile diameter below the base of the excavation. <br />4. Surcharge pressures should be applied over the entire length of the loaded area. <br />5. Passive pressure should be applied to two times the diameter of the soldier piles. <br />6. Use 50°/o of the active and surcharge pressures for lagging design with soldier piles spaced <br />at 8' or less. <br />7. Refer to report text for additional discussions. <br />Footing <br />Surcharge = q <br />'�� B` ►; � X —„ <br />Active Pressure Passive Pressure <br />Proposed Apartments DESIGN LATERAL PRESSURES <br />�y���� 1002, 1006 and 1008 Broadway CANTILEVERED SOLDIER <br />1 C.LL l Everett, Washington PILE SHORING <br />i N C O R P O R A T E D <br />No. IFigure <br />15-048 <br />