4818 BELVEDERE AVE 2016-01-01 MF Import

November 9, 2006 Singlc-Pumily Residcncc - Dclvcdcrc Lot 4 I.&A Job No. 6A149 Pngc R be allowed ro flow uncontrollcJ over the top of cut or fill slopes. Permanent cut slopes or till embnnkments should be seeded and vegetated as soon as possible for erosion protection and long-term stability, anJ should be covercd ��ith dear plastic shcets, t�s required, to proteci them Gom erosion by stormwnter until the vegetation is fully cstablished. STRUCTUItAL FILL SWctural fill is the fill that support structural or trultic load. Stroctural fill should consist of clean soils with purticles not larger than four inches and should be free of orgunic and other deleterious substances. Structurui fill should have a moiswre wntent within one percent of its optimum moisture content ut the time of placement. The optimum moisture content is the water content in the soil that enable the soil to bc compacted to the highest dry density for a given compaction effort. The on-site clean till und advance outwash soils may be used 1'or swctwal fill only under fair weather conditions when their moisture content cnn be controlled to near optimum moisturc content ut the time of placement. ImpoAed material to be uscd as structural fill, should be cican, free-drnining, granular soils containing no morc than 5 percent by weight finer tha�i the No. Z00 sieve ba5ed on the fraction of the material passing No. 4 sieve, and should huve individual purticics not lurger than four inches. Thc un-site clean Hsperance Sand suils muy be used ns structuml if their moisturc content can be controlled to within one percent of their optimum moisture content. Imported materiul for structurul fill should be dcan, free-drnining, granular soils containing no more than 5% by weight finer than the No. 200 sieve based on the fraction of the material pnssing No. 4 sieve, acid should have individual purticles not grcater than four inches. Imported swctutal fill should be stockpiled and covered separately from the on-sitc soils. LIU & ASSOCIATES, INC.