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10" <br />Y' LV N1111 <br />RIGID CONDUIT <br />-See Note 1 Below <br />�—Existing <br />Pavement 6 <br />See Note 2 Below <br />pact in 12' mar <br />s to a min rela <br />paction of 95% <br />.r pavement and <br />outside pavemei <br />pact in <br />24" <br />max <br />to a <br />min <br />relati <br />paction <br />of <br />85%. <br />pact in <br />o <br />�\... <br />I min relative <br />paction <br />\/.. <br />S <br />\\ <br />OD+1 <br />\ <br />Corr <br />OD <br />OD <br />10" f <br />\ <br />\ <br />\i <br />Iaye <br />\\ <br />________ <br />\ <br />Com <br />undo <br />ar\X <br />90% <br />\� <br />Com <br />layer: <br />/ <br />/2 <br />�\ <br />\� <br />con <br />Con <br />to c <br />Corr <br />Min <br />OD <br />10" <br />OD <br />Will <br />Y' LV N1111 <br />RIGID CONDUIT <br />-See Note 1 Below <br />�—Existing <br />Pavement 6 <br />See Note 2 Below <br />pact in 12' mar <br />s to a min rela <br />paction of 95% <br />.r pavement and <br />outside pavemei <br />pact in <br />24" <br />max <br />to a <br />min <br />relati <br />paction <br />of <br />85%. <br />pact in <br />6" <br />layer <br />I min relative <br />paction <br />of <br />90%. <br />FLEXIBLE CONDUIT <br />NOTES: <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 />Working for YOU <br />2" <br />Min <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 />\r <br />ive <br />It. <br />de <br />a <br />Min <br />\\ 3 —( <br />\\ <br />OD+1 <br />OD <br />OD <br />10" f <br />FLEXIBLE CONDUIT <br />NOTES: <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 />Working for YOU <br />2" <br />Min <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 />