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- ��0.75 / / <br /> /� �/. �� <br /> -- QROUND LEVEL� <br /> 10' MIN <br /> i <br /> 2� ' i i <br /> ^ 5 � <br /> . ' // <br /> . , ' 'I-//,i <br /> , ��� � <br /> .. �� <br /> „ <br /> .. , � <br /> � . <br /> 240 PCF 200 PCF ACTIVE � 85 PCF <br /> . AT-REST • 130 PCF <br /> PASSIVE RESISTANCE <br /> NOTEB: <br /> 1. AI.L UNITS IN POUNDS AND FEET. <br /> 2� PILESI3PACINO SWHICHEVERYI3�LESSTWO CONCRETED PILE DIAMETERS OR <br /> `" 3. ACTIVE PRE53URE APPLIES OVER PILE SPACING ABOVE GHOUND <br /> LEVEL AND OVER ONE PILE DIAMETER BELOW OROUND LEVEL. <br /> 4. SHORING DESIGN MUST SATISFY FORCE AND MOMENT <br /> EQUILIBRIUM ANALYSE3. <br /> ._ R2A-AL�A w.o. w-eaee EVERETT W �81�1�T0 OrrN <br /> Enp/mrhp 6 EmfronmsrVi/ SsrNces DESION BW4 <br /> 11335 N.E. 122n0 Wey ORAWN M�F LATERAL EARTH PRE88URE8 ON <br /> _ Suite ioo pATE sEP t992 804DIER PILE RETAINNO WALL <br /> Kirklantl, Weahinpton 98034-6918 O��E N.T.B. FIOIIAE 9 <br /> on�wwa No. �e��w-eaaeu�T-�nrawo <br />