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6" Mi <br />(TYp) <br />3' <br />10" <br />See Note 1 Below <br />Existing - <br />6" Pavement <br />��400( <br />Corr <br />\\ laye <br />\\ <br />-------- <br />r Com <br />\� undo <br />or \\ <br />_-- --_ <br />\� 90% <br />\� layer: <br />� <br />/2 <br />to c <br />core <br />Min <br />OD <br />10" <br />OD <br />t GV Nllfl <br />RIGID CONDUIT <br />See Note 2 Below <br />pact in 12" max— <br />s to a min relative <br />paction of 95% <br />:r pavement and <br />outside pavement. <br />fo—er,101-2 #11 <br />pact in 24" max � ;� p �i OD+12" <br />to a min relative \\ K <br />paction of 85%. \nX\ <br />pact in 6" layers <br />i min relative <br />paction of 90%. <br />vtin 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 />worlong far You <br />TYPICAL TRENCH BACKFILL ���-�> <br />No. Revision Description Date <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 Std. Dwg. No. R-29 <br />