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City of Everett 31 00 00 - 7 <br /> Inductive Charging Infrastructure for Everett Transit <br /> 3.5 GRADING <br /> A. General: Uniformly grade areas of work including adjacent transition areas. Smooth <br /> finished surface within specified tolerances, compact with uniform levels or slopes <br /> between points where elevations are shown,or between such points and existing grades. <br /> B. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away <br /> from structures and to prevent ponding. Finish surfaces shall be free from irregular <br /> surface changes. <br /> C. Compacted as specified, and to required elevation. Provide final grades within a <br /> tolerance of 1/2-inch when tested with a 10-foot straightedge. <br /> D. Compaction: After grading, compact surfaces to the depth and percentage of maximum <br /> density for each area classification. <br /> 3.6 WET WEATHER PROVISIONS <br /> A. Schedule earthwork operations to minimize the potential for erosion, siltation, and <br /> disturbance of site soils. <br /> B. Perform earthwork operations in discrete areas as required to minimize the exposure of <br /> disturbed soils to wet weather. <br /> C. Compact exposed soil to reduce the infiltration of rain water. <br /> D. Direct surface water away from fills and excavations. <br /> E. Provide temporary pumping equipment to keep excavations and construction free of <br /> water. <br /> F. Soils that become too wet for compaction shall be removed and replaced with compacted <br /> structural fill. <br /> 3.7 DISPOSAL OF EXCESS AND WASTE MATERIALS <br /> A. Transport acceptable excess excavated material to temporary stockpile areas on the <br /> Owner's property. Remove any unused excess excavated material from the site, and <br /> dispose of legally off the Owners property, prior to final inspection. <br /> B. Remove waste materials, including unacceptable excavated material, trash and debris, <br /> and dispose of legally off the Owner's property. <br /> 3.8 FIELD QUALITY CONTROL <br /> A. Quality Control Testing During Construction: Allow Owner's Geotechnical Consultant to <br /> observe, test and approve subgrades and fill layers before further construction work is <br /> performed. <br /> B. Footings for structures and retaining walls shall be observed by the Geotechnical <br /> Consultant for bearing capacity verification prior to concrete placement. Compaction <br /> 31 00 00 - 7 EARTHWORK <br />