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See Note 1 Below <br />10"Min10"10"Min <br />6"Min---j r--6"Min <br />(Typ);!~:;..:,;<.';,'1.":,,,',:;',:~::!';">:~'-"";":':;"',~,:,{(Typ)T ".;:~~,::';,"'.":;:;:.>«';;.;:",,";.":'~";;';':'>;'~ee Note 2.Below'r"'.~;Compact in 12"max~layers.to a min relative <br />/v 7 compaCtion of 95%~'--------~under pavement and <br />Var ~~90%,outside pavement.U\~>'Compact in 24"max <br />".~layers ta a min relative <br />00/2 ~~compactian of 85%. <br />,,~/Compact in 6"layerstoaminrelative <br />compaction of 90%. <br />00+20"Min <br />00+20"Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />NOTES: <br />1.New pavement sholl be 1"thicker than existing pavement.mmlmum <br />of 0.25 Ft.New base shall be 1"thicker than existing base.min of 0.50 Ft. <br />2.Select notive moteriol or imported granular'materiol os .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 Dete <br />TYIPCAL TRENCH BACKFILL <br />,R-29 <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBUC WORKS <br />Dote:.DEC 2014 Std.Dwg.No.Working for YOU