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See Note 1 Below <br />t--6"Min <br />'..','••_'.'..•....•..'..••..•.•'.'.•.,..,...••;.'!...•..,'...,....(Typ);'!.~":'.:';~:'f./:••~.~.••__ <br />10" <br />Existing <br />Pavement <br />10"Min <br />6"Min--j <br />(Typ):;,~:.~-~.~:~-::~;:~:.t'::::;.'.~'I~'.<':;'~;',:.<':{:.~::i,:::.',,:;.~.:.:~;'~;'.T /~,,<3'-0"~,);See Note 2 Below,,,Compact in 12"maxJ")'_/":'<layers to 0 min relativet«--------~compaction of 95%~========~under pavement andVor~~90%outside pavement.U'~v ..(; <br />'""Ct.24">ompac In max <br />,~layers to 0 min relative <br />00/2 ~~compaction 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 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 />TYIPCAL TRENCH BACKFILL <br />No.Revision Descri ticn Dote <br />.WOrking foi,YOU <br />COUNTY OF SAN JOAQUIN <br />DEPARTMF.NT OF PUBLIC WORKS <br />Dote:DEC 2014 Std.Dwg.No.R-29