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See Note 1 Below <br />10"Min10"10"Min10"Min <br />Existing <br />6"Min---j Povement .r--6"Min <br />(Typ)(Typ)T "';'~/~.:;';.;'.c',::;:,:';(";'::';"''':::'''/)'~:;':':':;;'~ee Note 2 Below;.'::....:,;[,.::.:/:.,.;:;..,~;.:.i.::,'.';./:..:::;..;.:.;: <br />3'-0"~;;Compact in 12"maxH~~layers to a min relative <br />/v --------V'compaction of 95%~--------~under pavement and <br />Var ~~90%outside pavement.U~v ;(;0..""Ct.24")0 ompac In max <br />"-~layers to a min relative <br />00/2 ~~compaction of 85%."- <br />,.:C-::7 Compact in 6"layerstoaminrelative <br />compaction of 90%. <br />+ <br />00+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 tion Date <br />TYIPCAL TRENCH BACKFILL <br />R-29 <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBUC WORKS <br />Dale:DEC 2014 Std.Dw'g.No..Warmjf fur.YOU