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See Note 1 Below <br /> Existing <br /> 6" Min 6'> � - CPCvemen7L - � 6' -� -6" Min <br /> p)i I yP <br /> See Note 2 Below_ . .....\\ \� <br /> ' Compact in 12" max \\ 3'-' 0" <br /> <� \X layers to a min relative �\ <br /> 4 _____-_ r compaction of 95% ; ------_- <br /> \ - --- \� under pavement and \ - Var <br /> \ <br /> Var \\ _-- -_ X 90% outside pavement. �X <br /> �\-Com act in 24" max \\ \ 0D-12" <br /> \� layers to a min relative <br /> OD/2 �\ \\ compaction of 85%. \\ <br /> Compact in 6" layer s \> ;�\,�\,�\ �\ �r <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 CO-NDUIT FLEXIBLE CONDUIT <br /> -NOTE'S: <br /> 1. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 - Ft. New base shall be 17' 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 /> 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 /> r <br /> IPCAL THE-NCH BACKFILL <br /> No. Revision Description Date <br /> CO LW- TY OF SAN TOAQ U.LN <br /> DEPARTMENT OF PUBLIC WORKS <br /> +' > <br /> Date: DEC 2014 Std. Dwg. <br /> No. Ra29 <br />