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3.04 GRADING <br /> A. General: UnHormly grade areas of work including adjacent transition areas. Smooth <br /> flnished surface wilhiri specified tolerances, compact with unifortn levels or slopes <br /> between points where elevations are shown, or between such pofnts and existlng <br /> grades. <br /> B. Grade areas adjacent to cu� slopes away from base oi slope and to prevent ponding. <br /> Finfsh suAaces shall be free from irregular suAace changes. <br /> C. Compaction: After grading, compact surtaces to the depth and percentage of maxlmum <br /> density for each area classificatf�,n. <br /> 3.05 WET WEATHER PROVISIONS ', <br /> A. Schedule earthwork operations to mfnimize the potential for erosion, siltatlon, and <br /> disturbance of site soils. <br /> B. Perform earthwork operatlons in discrete ereas as requ(red to minimize the exposure of <br /> disturbed soils to wet weather. <br /> C. Compact exposed soil to reduce the inftltratlon of ra(n water. <br /> D. Direct suAace water away from fllls and excavations. <br /> E. Provide temporary pumping equ(pment to keep excavaUons and construc8on free of <br /> water. <br /> F. So(Is that become too wet for campacUon shali be removed and replaced with <br /> compacted structural flll where required for compaction. <br /> 3.08 DISPOSAL OF EXCESS AND WASTE MATERIALS <br /> A. Transport acceptable excess excavated mate�lal to temporary stockpile areas on the <br /> Owner's property. Remove any unused excess excavated material from ihe s(te, and <br /> dispose of legally off the Owners property, prior to flnal inspection. <br /> B. Remave waste materials, includ(ng unacceptable excavated materfal, trash and debris, <br /> and dispose of legally off the Owner's property. <br /> 3.07 FIELD QUALITY CONTROL <br /> A. Qualfty Control Testing During Construction: Allow Geotechnical Consultant to observe, <br /> test and approve subgrades and flll layers betore further construction work fs <br /> pe�formed. <br /> June 11, 2001 02300- 6 <br /> Iq <br />