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"-..--". <br />'.-. <br />I <br />I <br />I <br />~+00 ,~ <br />20"Min <br />-SeE;"'Note '1 Below-- <br />",DO+20"Min <br />10"Min <br />RIGID cOt\IDUIT FLEXIBLE COI\IIJUIT <br />I <br />1,0rES, <br />'1.New pavement sholl be 1"thicker than existing pavement,minimum <br />,of 0,25 Ft ~Iew bose shall be 'I"thicker theln existing base,min of 0,50,Ft <br />2,Select native matel-icII or imported granular material as approved by the Director <br />of Public Works.Backfill wi,th materials equal to or better than the existing <br />pClvement and base in 'quolity. <br />3,Relative compclction of materials sholl be tested in crecordonee with <br />the state of'Califomia,Dept.of TI-crllsportation Testing Manuals,test <br />method I~o CaliFornia 216 or 231- <br />4.All existing pavement shall be neatly cut to line 'prior to tl-ench ,eXcclvdtion, <br />5,Jetting or ponding will be 'permitted within the street right-oF-way with <br />o 3 year bond,when'approved by the Director of Public Works. <br />6,When shown by soil composition dnd compactabillty,ninety pelTent (90%) <br />compaction may be used:when clpproved by the Directol-of Public Works, <br />7,Special bedding'and bClckfill requirements may be shown on the plans or <br />speciFied ill the special provisions, <br />.1