Laserfiche WebLink
6" Min <br />(TYP) <br />6" <br />10" Min <br />+ 20" Min <br />RIGID CONDUIT <br />See Note 1 Below <br />-Existing <br />Pavement <br />See Note 2 Below <br />Compact in 12" max <br />layers to a min relave <br />compaction of 95% <br />under pavement and <br />% outside pavement. <br />-Compact in 24" max <br />layers to a min relati <br />compaction of 85%. <br />Compact in 6" layer: <br />to a min relative <br />compaction of 90%. <br />1 <br />10" Min 0" <br />NOTES: <br />1. New pavement shall be I thicker than existing pavement <br />of 0.25 Ft. New base shall be 1 " thicker than <br />6.. (. <br />\� 3'-0 <br />i�\ � <br />Var <br />l� \� <br />OD 12 <br />Min ODS 10 " N lin <br />OD <br />20Min <br />g . <br />, . <br />+ " <br />FLEXIBLE CONDUIT <br />, minimum <br />existinbasemin of 050 Ft <br />2. Select native material or imported granular material as approved by <br />of Public Works. Backfill with materials equal to or better than the <br />3. <br />n <br />pavement and base in quality. <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 />the Director <br />existing <br />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 />Approved by: <br />Working for YOU <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Revision Description I Date <br />Date: DEC 2014 Std. DWg. No. R�29 <br />FLEXIBLE CONDUIT <br />, minimum <br />existinbasemin of 050 Ft <br />2. Select native material or imported granular material as approved by <br />of Public Works. Backfill with materials equal to or better than the <br />3. <br />n <br />pavement and base in quality. <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 />the Director <br />existing <br />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 />Approved by: <br />Working for YOU <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Revision Description I Date <br />Date: DEC 2014 Std. DWg. No. R�29 <br />