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6" Min <br />(Typ) <br />10" <br />e Plote 1 Below <br />- Existing - <br />Pavement <br />See Note 2 Below <br />Compact in 12" max-- <br />laVers to a min relative <br />compaction of 95% <br />under pavement and <br />% outside pavement, <br />-Compact in 24" max— <br />layers to a min relative <br />compaction of 85%. <br />Compact i " <br />n 6layers <br />to a min relative <br />compaction of 90%. <br />if <br />10Min <br />LLLr,LyryLE.Eoff Num <br />+ 20" Min <br />RIGiD CONDUIT FLEXIBLE CONDUI.1 <br />12" <br />0" Min <br />OTES: <br />1. New pavement shall be I 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 />6LSJ <br />No. Revision Description Date <br />U1VTS' OF SAN TOAQUIN <br />DEPARTMENT OF <br />PUBLIC WORKS <br />Date: DEC 2014 <br />