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3.06 <br />3.07 <br />A. General Site Backfill <br />Compact underneath areas designated for vegetation and areas outside the 5 foot line from <br />existing or proposed structures to a minimum 95 percent of maximum density per ASTM <br />D 1557, <br />B. Backfill Under Pavements and Around Structures <br />Compact underneath areas designated for surface pavements and around proposed <br />structures to a minimum 98 percent of maximum density per ASTM D 1557, <br />FINISH OPERATIONS <br />A. Grading <br />Finish grades as indicated on the plans to within two inches. In areas where sodding is <br />required, finished soil grade shall be set 3 -inches below the plan elevation to compensate <br />for sod thickness.. For existing grades that will remain but which were disturbed by <br />Contractor's operations, grade as directed. <br />B. Protection of Surfaces <br />Protect newly graded areas from traffic, erosion, and settlements that may occur. Repair or <br />reestablish damaged grades, elevations, or slopes. <br />DISPOSITION OF SURPLUS MATERIAL <br />The Contractor may temporarily stockpile all unsuitable fill and backfill material for later disposal. <br />The stockpiled material shall be piled in an orderly manner so as not to endanger the work or <br />obstruct roadways or drainage within the designated job site location. All unsuitable material shall <br />be disposed of by hauling off-site by the Contractor to a suitable disposal location. Waste, brush, <br />refuse, stumps, roots, timber, etc. shall be removed from the site and disposed of in an approved <br />manner. <br />Excess suitable backfill material is the property of the Owner. The Owner shall determine the <br />ultimate disposition of the material and may require the Contractor to relocate (haul) the material to a <br />site within a 10 mile drive of the project site at no additional cost to the Owner. <br />END OF SECTION <br />02302 = 8 <br />02302 — Excavation and Fill <br />