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-----------------_.-_.-_. <br />.:S~~-:l\iCite 1 Below <br />;-::Existingr-f Pavement <br />10"Min <br />00+20"Min <br />10"w"Min <br />See Note :2 Below <br />Compact in 12"max <br />~layers to .a min relative:<compaction of 95%~under pavement and <br />~.90%outside pavement. <br />Compact in 24"max <br />~layers to a min relative <br />;;.compactian of 85%. <br />Compact in 6"layersto0minrelative <br />compactian of 90%. <br />00+20"Min <br />10"Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />NOTES:1.New pavement shall be 1"thicker than existing pavement,minimum <br />.of 0.25 'rt.New base shall be 1"thicker tha.n existing base,min of 0.50.Ft. <br />2.Select native material or imparted gronular material as approved by the Director .I <br />of Public Works.Backfill wi.th materials equal to or better than the existing <br />pavement and bas~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 be.dding'and backfill requirements may be shown on the plans or <br />specified in the special provisions, <br />Approved by: <br />No.Revision Desen tion Dote <br />std.Owg.No------_..-----