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See Note 1 Below <br /> E isting <br /> 6" Min- � — 6> I �Pavemen - f -6' -6'> Min <br /> (�yp)i ; - (�yp) <br /> \\ \� See Note 2 Below <br /> 3'-0" Compact in 12" max—!`\ \\ 3' 0" <br /> �\ layers to a min relative %\ \- <br /> ---_----_—_ \i compaction of 95� ;\ -------- i - <br /> 4 under pavement and \ -------- \ Var <br /> Var \\ —_-- --_ \\ 90% outside pavement. \\ <br /> Compact in 24" max �\ p \i OD--,L 12'j <br /> \� layers to a min relative <br /> OD/2 compaction of 85%. \ <br /> 4X Compact in 6 layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min za--OD —10" Min 10" Min OD —10" Min <br /> OD OD <br /> T 20" Min 20" Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <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. Back-fill 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 compact ability, 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 /> IPCAL TRENCH BACKFILL �.� <br /> No. Revision Description I Date <br /> CO UNT Y OF SAN JOAQUVV <br /> DEPARTMENT OF PUBLIC WORKS <br /> Wei for YOB . w <br /> Date: 'DEC .2014 StdD9• No. Rm€y�9 <br />