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See Note 1 Below <br /> Existing <br /> 6' lp)n� �P <br /> Ty <br /> avemenT -�� �— <br /> 6:, g" Min <br /> 3'-0" \\ \i See Note 2 Below \\ \ <br /> \\ �-Compact in 12" max \ \\ 3'-0" <br /> <\ \� layers to a min relative �\ <br /> ------ i compaction of 95% ------ - <br /> \\ \� under pavement and \ ------- Var <br /> Vi r \\ _-- - \\ 9D% outside pavement. \\ <br /> r <br /> - Compact in 24" max OD 12" . <br /> \� layers to a min relative <br /> OD/2 �\ \\ compaction of 85%. \� d <br /> r� P <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 COIyQUIT FLEXIBLE CO QUIT <br /> NOTES: <br /> ES <br /> 1. New pavement shall be 1 " thicker than existing pavement, minimum. <br /> of 0.25 - Ft. New base shall be I" thicker than existing base, min of 0.50 FL <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 compact ability, ninety percent (90`7) <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 /> II ® IPCAL TRENCH BACKFILL <br /> _ No. Revision Description Date <br /> u.- <br /> rpt E�ii z, COLT1` TY OF SAN fOAQU\T <br /> DEPARTMENT OF PUBLIC jvoRKS <br /> -&X z for YOU I Date: DEC 2014 Std. Dwg. No. R®29 <br />