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See I~ote 'I Below <br />10"Min <br />~'OD+20"Min' <br />RIGID CONDUIT <br />10"Min <br />OD+20"Min <br />FLEXIBLE CONDUIT <br />1'=~6"Min <br />BV (Typ) <br />10"Min <br />NOTES: <br />1,New povement shall be 1"thicker than existing pavement,minimum <br />of 0,25 Ft New base shall be 1"thicker than existing base,min of 0,50 FL <br />2.Select native material or imported granular material as approved by the Directar <br />af Public War'ks,Backfill with materials equal to or better than the existing <br />pavement and base in quality, <br />3.Relative compaction of materials shall be tested in accordance with <br />the State of California,Dept.of Transportation Testing Manuals,test <br />method I~o,California 216 or 231, <br />4,All'existing pavement shall be neatly cut to line prior to trench excavation, <br />5,Jetting or ponding will be.permitted within the street right-of-way with <br />a 3 year bond,when'approved by the Director of Public Works, <br />6,When shown by soil composition and compactobility,ninety percent (90%) <br />compaction may be used,when approved by the Director'of Public Works, <br />7.Special bedding'and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />Approved by: <br />~~---,17?~ <br />~.Revision Descri tion Dote