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See"'Note 'I Below <br />II' <br />10" <br />00 ,20"Min <br />I0"Min 10"Min~""----00-- <br />~00+20"Ivlin <br />----10"Min <br />~II <br />RIGID COI\IDUIT FLEXIBLE COI\IDUIT <br />NOTES: <br />'I.New pavement shoji be 1"thicker than s)dsting pavement minimum <br />of 0,25 Ft Ne,v base sholl be '1"thicker thein existing bose,min of 0,50 Ft. <br />2,Seled native materiCiI or imported granular material.as Clpproved by the Director <br />of Public Works.Backfill wi,th materials equal to 01-better than the existing <br />pelvement and bose in quality, <br />3,Relative compodion of 'materials sholl be tested in occordance with <br />the state of Califomia,Dept.of TI-ansportation Testing f,;lanuols,test <br />method No.California 216 or 231. <br />Lf.All existing pavement shall be neatly cut to line prior to tl-ench ,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 compactClbility,ninety percent (90%) <br />compoction may be used,when elpprovecl by -[he Director of Public Works. <br />7,Special be'dding'and bClckfil1 requil-ements may be shown on the plans or <br />specified in the special provisions, <br />No_Revision Descr~ion <br />I <br />,III,I <br />Date