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,.....-------_.--,----- <br />See Note 1 Below <br />r10"Min <br />OD •.+20"Min <br />RIGID_CONDUIT FLEXIBLE CONDUIT <br />NOTL:;;: <br />.i&\'p"'/emenl sholl be 1"thicker than existing pavement,minimum <br />):),2~1 Ft,l'lew bose sholl be 1"thicker than existing bose,min of 0,50 Ft. <br />2.'3ekcl notive moterial or imported granular material as approved by the Director <br />'Of I'ubiie Works.Backfill wilh moterials equal 10 or beller than the existing <br />povenlenl ano !)Qse in quolity. <br />3.F~elotive compaction of maleriols sholl be tested in occordance with <br />the Slate of California,Dept.of Tronsportation Testing Manuals,test <br />'nethod No,California 216 or 231- <br />4.,\11 existing p(lvement shall be neatly cut to line prior to trench excavation, <br />5."etl ng or pOI'.(I<')g will be permitted within the street right-of-way with <br />J J year bond,when approved by the Director of Public Works, <br />6,When shown by soil composition and compoctobility,ninety percenl (90%) <br />compaction may be used,when approved by the Director of Public Works. <br />7.Special bedding and backfill requirements may be shown on the plans or <br />',ae~ified in the special provisions, <br />1-'--.__._--_._-_..._....-Approved by: <br />11fPICAL TRENCH BACKfill!. <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT Of PUBLIC WORKS <br />OGte:DEC 2014 Std.Dwg,No.R-29