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See Note 1 Below <br /> Existing <br /> 6" Min 6'-�I �Pavemen, 6:, - I —6" Min <br /> (�yP)i (lyP) <br /> 3, See Note 2 Below.. .. '� 9' <br /> \\ Compact in 12" <br /> max \ \\ 3 0 <br /> layers to a min <br /> relative �\ <br /> 4 ; _--_-_- \i compaction of l 5% ------- Var <br /> \\ ------ - \� under pavement and \ - <br /> Jar 90% outside pavement. \\ <br /> 21 <br /> �� - -Compact in 24 max p \i OD+12" <br /> \� layers' to a min relative \\ \\ <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 e10-N DUI T FLEXIBLE CONQUI T <br /> N0TIiS: <br /> 1. New pavement shall be 1 " Thicker than existing pavement, minimum. <br /> of 0.25 - R. 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 /> .5. 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 tre 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 compac:tability, 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 /> IA CALF TRENCH BACKFILL <br /> No. Revision Description Date <br /> CO QT Y OF SST JOAQ UST <br /> DEPARTMENT OF PUBL:[C WORKS <br /> a fer YOU I Daie: DEC 2014 ,Std. Dwg. No. �o�� <br />