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II <br />I <br />--,.,~"'{~,:..,;,;:',~'':-'. <br />II <br />t,OTES; <br />1.New pavement shoji be 1"thicker than existing pavement,minimum <br />.of 0.25 Ft.New base sholl be '1"thicker thcinexisting base,min of 0,50 Ft. <br />2,Select native matericil or imported granular material as approved by the Director <br />irr Public Works.Backfill wi.th materials equol to N better thon the existing <br />povement and base in quolity. <br />3,Relotive compocti,on of 'materials sholl be tested in occordonce with <br />the state of California,Dept.of TrClnsportation Testing Manuals,test <br />method No,California 216 01'231, <br />il.All existing pavement shall be neatly cut to line prior to trench .excavation. <br />5,Jetting or ponding will be'pel'mitted within the s.treet right-of-way with <br />a 3 year bond,when appl'Oved by the Director of Public Works. <br />6,When shown by soil composition and compaetobility,ninety percent (90%) <br />compoction moy be uS8d~when clpproved by "the Diredor of Public Works. <br />7,Special be'dding'and bockfill requirements lYlay be shown on "the plans or <br />specified in the special provisions, <br />Approved by' <br />~;:h$'~/-/:1 ~. <br />III <br />I <br /><!00 ,.+20"Min <br />RIGID CONDUIT <br />00 <br />+20"Min <br />FLEXIBLE CONDUIT <br />No.Revision Description <br />I <br />I! <br />I, <br />Date