4809 BELVEDERE AVE 2016-01-01 MF Import

nugust 18. 2004 Mr. Jim Thomas fScl�-cdcrc Lols 32 anJ _lJ L&A Job No. 4A088 Pagc 9 b�nks, if required, should nut he slecper than 2-I/21I: I V. Thc soils and tlte slability of cut slopes should bc obscrvcd and vcrilicd by a g�otcchnical cnginccr during cxcavation. Pcnnancnt lill cmb.inkincnts rcyuircd lu suprorl stiuctural or traflic loads shoul� bc conslrucicJ with compacicd structural fill placcd ovcr prooGrollcd undisturbcd, n�tive, vcry stiff lo hard silt or dense Gsperance Sand deposits afler the sur�icial unsuitable soils are strippcd. Permancnt fill to be placed on slopes steeper than IS% grade should be relaincd structurally. Sloping ground over which fill is to be placed should be bcnched wilh vcrtical steps no more Ihan 4 fecl high :ilier stripping ul unsuitablc surficial sails. Thc slopc of permancnt fill cmbankmcnl should nol be steeper Uian 211:1 V. llpon completion, the sloping face of permancnt fill embanl:ments should bc thoroughly compacted ro a non-�•iclding statc with a hoc-pack. I hc abovc rccommcnded cut and f711 slopes are undcr the assumption that groundwater secpagc will not be encountered during construction. If groundwater seepage is encountered, the construction sho�ld bc immcdiately haltcd and the slope stabilily re-evaluateJ. The slopes may have to be Ilauened and other mcasures laken to stabilizc the slopcs. Sur(ace runoff should not bc allowcd to Iluw uncontrollcd ovcr thc �cip of cul or fill slopcs. Pcrmancnl cut slopes or lill cmb.mkmcnts shouW be sceded and cegetated as soon as possible for erosion prolec�ion and lang-tenn slabilily, and should bc covcrcd with plastic shccls, as requircd, to protcct lhcm from ciusiun by stornnvatcr imlil Ihc �cgrt.uion is fully c::tahlis6cd. ti'I'RU<"1'UItAI, I�Ii.I, Structural lill is Ihc lill placeJ undcr roadway pavcmcnts, footings, slabs-on-gradc, and bchind rctaining walls where it suppoil loads. Structural fill should consist ofclean soils Gee o(organic and other delcicrious suhstances and with pariicles nol larger Ihan four inches. Struclural fill shuuld hare a moisturc cnntent within onc percent of its optimwn moisture content al the time of LIU & ASSOCIAT�S, INC.