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00 <br />+20"Min <br />FLEXIBLE CONDUIT <br />pecial provisions, <br />I Approvedby: <br />lC11W'~CA[L I!1l IE[l~C!Hl [Il1A\C !K(/FB U ~;crwP1~' <br />No ReviSIon Description Date <br />C'07INTY OF SAN JOAQUIN .J_-.J~DEl?ARTMHNT 0.\:7l?UBUC WORKS <br />,L._,_-,.._,".,__:.,_,".._.=___j.~,~~.~,,~~~~,~~14std.DW9'1,0 R,"':?2~i <br />.."....-~.,,~....-....".."'~,',_v ,...."........._~."".I <br />~'"00 ,~+20"Min <br />RIGID CONDUIT <br />"orES, <br />'I,New pavement shall be 1"thicker than 8)(isting pavement,minimum <br />of 0,25 Ft ~lev'lbase shall bel"thicker thon existing base,min of 0,50 Ft <br />2.Select native material or imported granular material as approved by the DirectorofPublicWorks.BackFill wi.th materials equal to or belter thClnlhe existing <br />pavement and bose in 'quality, <br />3,Relative compoction of 'materiols shCll1be tested in Clccordance with <br />the state of'CalifomiCl,Dept.of Tmnsportation Testing Ivlanuals,test <br />method INo California 216 01-23L <br />4.All existing pavement shall be neatly cut to line prior to trench,excovation. <br />5,Jetting or ponding will be'permitted within the street right-oF-way with <br />a 3 year bond,when opproved 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 bClckfili requirements may be shown on the plans or <br />speciFied in the s <br />II <br />"iI <br />, <br />I