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a <br /> Project NO- 90161.e <br /> 7 June 1990 <br /> Soil which has been soaked and wetted by rain or other causes, <br /> shall not be compacted until completely drained and until the <br /> ore described. <br /> moisture content is within the liMits hereinbef <br /> e obtained <br /> Prior approval by <br /> the Geotechnical Engineer shall b <br /> before continuing the grading operations. <br /> 5.16 Fill slopes shall be compacted by <br /> means of sheepsfoot <br /> t. Y ui ment or the should be over-built <br /> rollers or other suitable eq P operations <br /> and cut back into compacted material. compacting <br /> �.� While no <br /> shall be continued until the slopes are stable. <br /> t.. a reciable amount of loose soil will be permitted on the slopes, <br /> PP <br /> rohibit planting. <br /> compaction shall not be so dense as to P <br /> be <br /> Compdone progressively in increments <br /> F acting of the slopes may <br /> tz <br /> of three to five feet in fill height or after the fill is brought <br /> to its total height. <br /> t � <br /> i' backfill <br /> 6,1 �3tilit ��— perimeter <br /> Where any opening is made under or through the <br /> 6.11 s must be <br /> ` ch items as <br /> foundations for suutility lines, the opening <br /> prevent the possible <br /> resealed so that they are watertight to prew <br /> entrance of outside irrigation or rain water into the underneath <br /> trenches extending under <br /> portion of the structures. The utility <br /> the perimeter foundations and concrete slabs-on-g <br /> rade floors <br /> Y d with native engineered fill and adequately <br /> shall be backfille <br /> compacted. <br />