Laserfiche WebLink
,,..----See Note 1 Below ---� <br />6" Min---j 6" <br />(Typ) τ,; __ (:.�;�<.1.:·, ·:·:-.:·,.'}',::·.'•, .. ��ΞΞΞΞ�S� 3 <br />, -ο" :��1: ΞΞΞΞΞΞΞΞΞ� <br />/ <br />Var / > <br />"'Λ---Λ/\ 00/2 "' ' <br />1 ο" Μίn <br />NOTES: <br />00 <br />00 <br />+20" Min <br />RIGID CONDUIT <br />Eχίsting Pavement <br />See Note 2 Below <br />Compact ίn 12" mαχ layers to α mίn relatίvecompaction of 95% under pavement and 90% outsίde pavement. <br />ompact ίn 2_4" mαχ ers to α min relative <br />ompaction of 85%. <br />Compact in 6" layersto α min relative compactίon of 90%. <br />1 ο" Min 1 Ο" Min 0D <br />00 <br />+20" Μίn <br />FLEXIBLE CONDUIT <br />1.New pavement shall be 1" thicker than eχisting pavement, mιnιmum <br />3'-0"t <br />Var <br />1 Ο" Min <br />of 0.25 Ft. New base shall be 1" thίcker than eχisting base, min of 0.50 Ft. <br />2.Select native material or irnported granular rnaterial as approved by the 0irector <br />of Public Works. Backfill with rnaterials equal to or better than the eχisting <br />pavement and base ίn quality. <br />3.Relative cornpaction of rnaterials shall be tested in accordance with <br />the State of Californίa, Dept. of Transportation Testing Manuals, test <br />rnethod Νο. California 216 or 231. <br />4.ΑΙΙ eχisting pavernent shall be neatly cut to line prior to trench eχcavation. <br />5.Jetting or ponding will be perrnίtted within the street right-of-way with <br />α 3 year bond, when approved by the 0irector of Public Works. <br />6.When shown by soil cornposition and cornpactability, ninety percent (90%) <br />compaction rnay be used, when approved by the 0irector of Publίc Works. <br />7.Specίal bedding and backfill requirernents rnay be shown on the plans or <br />specified ίn the specίal provίsions. <br />Approνed by: <br />TYPICAL TRENCH BACKFILL ��� <br />Νο. Reνision Descri tion Dote <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS Working for YOU Date: DEC 2014 Std . Dwg. Νο.R-29