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" <br />3'-0"t <br />Var <br />10"Min <br />~;- <br />~;-Xi <br />--------.~ <br />~ <br />~~OD+12".~l~ <br />10" <br />See Note 1 Below <br />10"Min <br />Existing' <br />,6"Min--j Pavement j--6"Min <br />(Typ);'e>:';':':::'<,:'"i'''.:~;'f.,,'>'"''-':''';'''',:;:h i.';,.(Typ) <br />3To;,,::~~'::;;:"::;"';'<'Y"''''''':~'';'~~~~~C~ai~e '12/~~: <br />J ~~.layers.to a min relativet~========~7'compaction of 95%>'"under pavement and <br />Var ~~90%outside pavement.U'':v .(..",".,C't.24")'ompacln max <br />"~layers to a min relative <br />OD/2 S0 ~compaction of 85%."•.~7 7~/'~'7~~Compact in 6"layerstoaminrelativecompactionof90%. <br />+OD <br />+20"Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />NOTES: <br />1.New pavement shall be 1"thicker than existing pavement.minimum <br />of 0.25 Ft.New base shall be 1"thicker than existing base.min.of 0.50 Ft. <br />2.Select native material or imported granular material as approved by the Director <br />of Public Works.Backfill with materials equal to or better than the existing <br />pavement and base in quality. <br />3.Relative compaction of materials shall be tested in accordance with <br />the State of California.'Dept.of Transportation Testing Manuals.test <br />method No.California 216 or 231. <br />4.All existing pavement shall 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 and compactability.ninety percent (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 />specified in the special provisions. <br />Approved by: <br />No.Revision Descri ticn Dote <br />TYIPCAL TRENCH BACKFILL <br />8-29 <br />COUNTY OF SAN JOAQUIN <br />DEPAR1MENT OF PUBUC WORKS <br />Dote:DEC 2014 Std.Dwg.No.