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PART2 - PRODUCTS <br /> 2.01 FILL MATERIALS <br /> A. Siructural Fill Material: <br /> I. On-Site Soil: Suitable excavated material, with organic materials and <br /> other debris removed, capable of being conditioned to within plus/min- <br /> us 2% of the optimurn moisture content and compaction to the <br /> densities specified. See $ection 02010 for soils information. <br /> B. Duarry $palis: �uarry $palls shall have a maximum size of six (6) inches and <br /> a minimum size of four (4) inches and shall be sound, dense with �o <br /> deleterious materiols. <br /> C. Free Draining Material: Well graded, free draining material, free of organic <br /> contaminates, generally conforming to the following gradation <br /> requirements: <br /> U.S. Standard <br /> Sieve No. Percent Passing by Weight <br /> 3-inch 90 100 <br /> No. 4 40 - BO <br /> No. 40 10 - 50 <br /> No. 80 5 - 30 <br /> No. 200 0 - 3 <br /> PART 3 - EXECUTION <br /> 3.01 PREPARATION OF SITE <br /> A. Clearing Of Site: $pecified in Section 02100. Remove trees, roots and <br /> brush, existing util�•ies or other siructures remaining, if encountered, <br /> except trees to remain as noted on site plans. <br /> 3.02 EXCAVATION <br /> A. General: [xcavate to lines and grades necessary for proper construction of <br /> work and inspection of the various classifications of the work. <br /> I. Excavate to natural soils with solid bearing, as judged by Special <br /> Inspector. The uniformity of ihe subgrade shall be checked by <br /> ihoro�gh proof-rolling wiih heavily loaded rubber-tired consiruction <br /> equipmenT. <br /> p. De-wutering: Provide temporary purnping equipment to keep excavations <br /> and consTruction free of water. Continuously remove water from whatever <br /> sources. Employ pumps or other means to avoid standing water in bottom of <br /> excavation. <br /> 02200-2 <br /> 8301 � <br />