Laserfiche WebLink
.'',..'.~',,'.;;.. <br />10"Min <br />~6"Min <br />,(Typ) <br />~~3'-0"~L:<Var <br />~:<~ODr2" <br />L-L <br />10"10"Min <br />See Note 1 Below <br />Existingr-Povement <br />,'("See Note 2 Below;;Compoct in 12"mox~layers to a min relative <br />/compaction of 95%,'("under pavement and <br />~90%outside pavement <br />C<Compact (n 24"max <br />~layers to a min relative <br />~compaction of 85%, <br />Compact in 6"layerstoaminrelativecompactionof90%, <br />6"Min----j <br />(Typ) <br />~.::-,•.,f -.,.'l,:.r '.~ <br />3H'-0"~ <br />/::,;:~========~ <br />vUar ~~/ <br />OD/2 ~ <br />,,"/ <br />OD+20"Min 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 />No.Revision Descri tion Date <br />Approved by: <br />R-29 <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Dote:DEC2014 Std,Dwg.No,WOrkiDg for YOU