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4 <br /> � <br /> � <br /> � — GROUND SURFACE <br /> /j— <br /> 1.5/ <br /> � 1 �, <br /> ��// <br /> I „ I <br /> � H � 48 <br /> �— <br /> il _ �, � I <br /> BASE OF EXCAVATION I�1 <br /> I — ----___ �—'�--_�—`. <br /> , � 2' �',I <br /> ' � <br /> 400 � <br /> 'I D � <br /> ��� <br /> � I / I <br /> �� 1 : � <br /> 400 D��48 H <br /> psf psf ' <br /> NEf ALLOWABLE ACTIVE <br /> PASSIVE PRESSURE EARTH <br /> PRESSURE <br /> NOT TO SCALE <br /> LEGEND: <br /> H=Height af Excavation, Fect <br /> �� D=Soldier Pile Em6edment,Feet <br /> tvOTES: <br /> . t.Active earth pressure and surcharge pmssure acl over <br /> ihe pde suacing above ihe base a(lhe excavation. <br /> �� 2. Fassive eerth pressure acis over 2.5 limes the concretetl <br /> diame�er of ihe soldier pile,or the pile spacing,whir.hever is less(-- Earth Pressure Diagrem <br /> a. P;,ss;��P,�55,,,e;r,�wa�s�i��;o�ors��eiyoi�s Temporary.CantileverSoldierPileWall <br /> � 1.Active earth pressme expressed as eUuivalent Ouitl density with Sloping Backfill <br /> ��e,�q��«5 maa ramo�5. Acute Care Tower and Parking Garage <br /> I5.mis pressure diayram is appmpriai�:tor temporary so�mer pEMC - Colby Campus <br /> pile walls. II addtlional sureharge loadin9(such as from soil <br /> � I stackpiles,excavalors,dumptmcks,cranes.or concrele trucks) <br /> is anticipatea.GeoEngineers shoulA be consulted to provide G EO E N G I N E E RS� II, FIgU�B � <br /> �evised surc;hargc pressures. <br /> � — — — <br />