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ee Note 1 Below <br />Existing <br />( Yp)n ®- 6„� �Pavement� �6„ (TYMin <br />T <br />4 \` See Note 2 Below ` <br />3'-0” '\ <br />Compact in 12" max <br />\ \x layers to a min relative \ <br />i compaction of 95% <br />\\-------- \\ under pavement and \-------- <br />Var\\ _-- --_ \\ 90% outside pavement. <br />\ p -\ Compact in 24" max \ p <br />Tmpact <br />rs to a min relativeOD/2 \ \ mpaction of 85%. in 6" layers <br />to a min relative <br />compaction of 90%. <br />10" Min OD 10" Min 10" Min OD <br />+ 20" Min + 20" Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />0" <br />Var <br />j <br />OD+12" <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 />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 <br />Dwg. No. <br />