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6" Min <br />(TYP) <br />See Note 1 Below <br />Existing <br />6"— Pavement 6"-6" Min <br />(TYP) <br />1# See Note 2 Below \` \\� 4 <br />310 <br />�\ Compoct in 12" max \ \\ 3'-0" <br />\ layers to a min relative\� <br />- — — — — — i compaction of 95% — Vor <br />\\ - - - - - - - - \� under pavement and <br />Vor \\ ^ — — — —_ - \� 90% outside pavement. — \� <br />Compact in 24" max �\ p \i OD+ 12" <br />\� layers to a min relative <br />OD/2 compaction of 85%. \\ <br />Compoct in 6" layers <br />to a min relative <br />compaction of 90%. <br />10" Min <br />+ 20" Min <br />RIGID CONDUIT <br />10" Min 10" Min <br />+ 20" Min <br />FLEXIBLE CONDUIT <br />0 Min <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 />working for YOU <br />TYPICAL TRENCH BACKFILL go� <br />No. Revision Description Dote <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Dote: DEC 2014 Std. Dwg. No. R-29 <br />