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do <br />0 <br />E. Fill material, below floor slabs and footings and wheree <br />required to bring areas up to grade as indicated, shall be <br />clean, "approved", bank -run sand, installed in 12" lifts <br />and mechanically compacted to 98% of maximum bulk density <br />at the optimum moisture content as determined by AASO T- 180. A test report is required, submitted to the Archi- <br />tect for approval, prior to slab and .footing concrete <br />pours. <br />i... F. The Contractor shall take care not to damage any existingtreesbeyondthelimitsof construction and shall replace <br />any and all landscaping damaged by him, at no cost to the <br />Owner. <br />I. <br />G. The Contractor shall check with the appropriate local gov- <br />erning agencies to ascertain the location of all under- <br />ground lines and/or utilities and he shall take the neces- <br />sary precautions/care not to damage them. The Contractor <br />shall repair any and all damage to underground lines. at <br />his cost, it same were located for him prior to .the <br />beginning of construction. <br />END OF SECTION*** <br />1.. <br />I <br />02110-1 <br />SECTION 02110 - SITE CLEARING <br />A. The Contractor shall be responsible for site preparation <br />in accordance with the Architectural Site Plans. <br />B. The Contractor is responsible for the stripping top soilandtheremovaloforganicdebrisfromallareasbelowfloorslabsandwalkways. All useable fill and/or topsoilaccumulatedistoremainthepr.;.-)perty of the Owner. <br />Stock pile additional fill and Owner will be responsibleforitsremoval. <br />C. The Contractor is to excavate the subgrade to the levels <br />required for footings, slabs, walkways and paving. <br />t, D. The building areas shall be grade level and compacted with <br />a vibratory roller that exerts a dynamic load of no less <br />than 10 tons. Any soft, yielding areas shall be excavated <br />and replaced with clean, compacted fill. Sufficient <br />passes are to be made s3uring proofrolling to produce adensityofnolessthan95% of the modified Proctor value <br />to a depth of two (2) feet. A test report is required, <br />submitted to the Architect for approval, prior to the <br />placement and compaction of additional fill material and <br />any slab/footing concrete pours. <br />E. Fill material, below floor slabs and footings and wheree <br />required to bring areas up to grade as indicated, shall be <br />clean, "approved", bank -run sand, installed in 12" lifts <br />and mechanically compacted to 98% of maximum bulk density <br />at the optimum moisture content as determined by AASO T- 180. A test report is required, submitted to the Archi- <br />tect for approval, prior to slab and .footing concrete <br />pours. <br />i... F. The Contractor shall take care not to damage any existingtreesbeyondthelimitsofconstructionandshallreplace <br />any and all landscaping damaged by him, at no cost to the <br />Owner. <br />I. <br />G. The Contractor shall check with the appropriate local gov- <br />erning agencies to ascertain the location of all under- <br />ground lines and/or utilities and he shall take the neces- <br />sary precautions/care not to damage them. The Contractor <br />shall repair any and all damage to underground lines. at <br />his cost, it same were located for him prior to .the <br />beginning of construction. <br />END OF SECTION*** <br />1.. <br />I <br />02110-1