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III <br />d I <br />i <br />-S8(;'''Not8 '1 8elow---- <br />I' <br />II <br />00 , <br />20"Min <br />RIGID COI~DlJIT <br />~OD+20"Min <br />FLEXIBLE COI\IDUIT <br />[,OlES: <br />'1,New pavement sholl be 1"thicker than 8)(isting pavement,minimum <br />af 0,25Ft Nev"base sholl be '1"thicker than existing bose,min or 0,50 Ft <br />2,Select native material or imported granular material as opproved by the Director <br />of Public Works,Backfill with materials equal to or better thon the existing <br />pavement and base in quality, <br />,3,Relative compoction of 'materials sholl be tested in occorclance with <br />the State of'California,Dept 0'1 Transportation Testing Manuals,test <br />method I~o,Californio 216 or 231, <br />4,All existing pavement sholl 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 Clnd compadobility,ninety percent (90%) <br />compoction may be used:when clpproved by the Director of Public Works, <br />7,SpeciCiI bedding'and bClckfil1 requirements moy be shown on the plans or <br />specified in the special provisions, <br />I.i <br />I <br />j <br />-.~---~.._----------