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See Note 1 Below <br /> Existing <br /> 6" Min6'>-�j _ Pavement 6" �-6" Min <br /> (TYP) Yp) <br /> \\ \� See Note 2 Below <br /> 3'-0" \\ Compact in 12" max \ \\ 3'70" <br /> <\ layers to a min relative <br /> -------- \i compaction of 957 �\ -------- i — <br /> \\ ---_---- \� under pavement and \ -------- \ Var <br /> Var \\ _-- —_ \� 90� outside pavement. \\ <br /> i <br /> �� — —Compact in 24" max �\ p \i OD;12" <br /> \� layers to a min relative \\ G \\ <br /> OD/2 �\ �\ compaction of 85%. \� <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min ---OD —10" Min 10" Min OD 10" Min <br /> OD OD <br /> 20" Min 20" Min <br /> RIGID C0-NQ UI @ FLEXIBLE CONDUIT <br /> 0TEJ: <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 /> I 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 THENCHI BACKFILL �� <br /> No. Revision—Description Date <br /> COUNTY OF SAN J Ort <br /> DEPARTMENT OF PUBLIC WORKs <br /> ax-1-ing for YOU I Date: DEC .2014 Std. Dwg. No. R®29 <br />