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6" Mi <br />(Typ) <br />3 <br />Q <br />10" <br />See Note 1 Below <br />Existlnq- <br />6" Pavement <br />Y' LV NII11 <br />RIGID CONDUIT <br />'e 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 />pact <br />to a min relative <br />paction of 85%. \\ <br />pact in 6" layers <br />min relative <br />paction of 90%. <br />vtin 10" Min <br />OD <br />+ 20" Min <br />FLEXIBLE CONDUIT <br />0" Min <br />NOTES: <br />1. <br />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. <br />Select native material or imported granular material as approved by the Director <br />`. <br />\/.. <br />i </ <br />\\ <br />or \\ <br />pavement and base in quality. <br />\/... <br />S <br />Corr <br />\\ ]aye <br />r com <br />\ undl <br />\� 90% <br />\ Com <br />\� Ia er: <br />\\ con <br />Con <br />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. <br />All existing pavement shall be neatly cut to line prior to trench excavation. <br />_ _ <br />_ _ _ <br />----- <br />—_-- -- <br />/2 \\ <br />\r 11\ \\ 1\ l\ <br />TTT <br />When shown by soil composition and compactability, ninety percent (90%) <br />to <br />compaction may be used, when approved by the Director of Public Works. <br />7. <br />Corr <br />Min <br />OD <br />10" <br />OD <br />Y' LV NII11 <br />RIGID CONDUIT <br />'e 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 />pact <br />to a min relative <br />paction of 85%. \\ <br />pact in 6" layers <br />min relative <br />paction of 90%. <br />vtin 10" Min <br />OD <br />+ 20" Min <br />FLEXIBLE CONDUIT <br />0" Min <br />NOTES: <br />1. <br />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. <br />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. <br />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. <br />All existing pavement shall be neatly cut to line prior to trench excavation. <br />5. <br />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. <br />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. <br />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 `��y/�>� <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 />