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i <br /> 1 PART2 - PRODUCTS <br /> 2.01 FILL M/�l"ERIALS <br /> I A. STRUCTURAI FILL MATERIAL. <br /> I. On-Site Soil: Suitable excavater -na�erial, with organic rnaterials and <br /> other detris removed, capable of being conditioned to within plus/min- <br /> us 2°,6 of The optimum moisture content and compaction to ihe <br /> densities specified. $ee Section 02010 for soils information. <br /> R. GRAVEL FILTER BLANKET <br /> ; Well-graded, free dreining material, free af organic contaminants general;y <br /> conforming }o ihe following gradation requiremenis: <br /> i U.S. Standard <br /> Sieve No. Percent Passina by VJeiaht <br /> 2-I/2 inch Square Opening 95 - 100 <br /> � I/4 Inch Syuare Opening 30 - 60 <br /> U.S. No. R Sieve 20 - SO <br /> I U.S. No. 50 Sieve 3 - 12 <br /> U.S. No. 200 Sieve p _ 2 <br /> 1 C. FREE DRAINING MATERIAL <br /> Well graded, free draining material, free of organic contaminates, generally <br /> conforming to ihe following grndation requiremenis: <br /> i U.S. Standard <br /> Sieve No. Percent Passino by Weiaht <br /> � 3-inch 90 - 100 <br /> No. 4 40 - 80 <br /> I No. 40 10 - 50 <br /> No. 80 5 - 30 <br /> No. 200 p _ � <br /> I PART 3 - EXECUTION <br /> � <br /> 3.01 PREPARATION OF SIT[ <br /> � A. CLEARING OF SITE <br /> � Specified in ;iection 02100. Remove irees, roots and brvsh, existing utilities <br /> or other siructures remaining, if encouniered, except Trees to remain as <br /> noted on site plar�s. <br /> 02200-2 <br /> 8301 �� <br />