Laserfiche WebLink
See Note 1 <br /> E"fisting <br /> 6" Min-- j 6PI . Imo- / Pavemen C 6" Min <br /> 3'-0" \\ \\ See Note 2 Below \� V.- <br /> /1\\ ' Compact in 12" max \\ 3';0" <br /> <\ \� layers to a min relative �\K/_ Q <br /> fl i compaction of 95% -------- i - <br /> �\ -_-_-_-_-_- \� under pavement and \� -------- \ Var <br /> Var \\ --- -- \\ 90% outside pavement. i\ <br /> Compact in 24" max �\ Q \/ OD 12" . <br /> \ layers to a min relative <br /> OD/2 �\ \\ compaction of 85%. \� <br /> r <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min ---OD _10" Man 10" Min OD —10" Min. <br /> OD OD <br /> 20" Min 20 Min <br /> RIGID C.0-NDUI T FLEABLE CONDUfT <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 /> S. 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 /> Approved by: <br /> W- <br /> TYIPCAL TRENCH RACKFILL <br /> ! <br /> . Revision Descri 'tion Date' -j 75 <br /> COUAT Y OF SAN fOAQU-DV <br /> '^ DEPARTMENT OF PUBLIC WORKS l l <br /> c'hi� fDr YOU (Date: DEC 2014 Std. Dwg. No. R-29 <br />