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—See Note 1 Below <br /> [- j—5*dsting <br /> 6 V, Min 6'7 4- P avemeni-\ 6' -6'i Min <br /> (T y p Ty P) <br /> 31 ' Con�ipact in 12" max See Note 2 Below <br /> 3 <br /> X <br /> '�,�- <br /> layers to a min relative <br /> ---------- compaction of 95% ------------\/ <br /> 4 \\---------- '01,--------- Var <br /> ---------- under pavement and <br /> X 90% outside pavement. <br /> r <br /> Compact in 24" max OD+12" <br /> layersto a min relative <br /> OD/2 Z compaction of 85%. <br /> Compact in 6,'. layers \n <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min-- [­=-0D-k-- -.9-10" Min 10" Min --OD- --n-1 0 Min <br /> OD OD <br /> + 20" Min c+ 20". Min <br /> RIGID CONDUIT FLEXIBLE CONDUll <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 mate"rial as approved by the Director <br /> of Public Works. Backfill with materials equal to or better than the existing <br /> pavement and base in qdality. <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-. S'pecial bedding and backfill requirements may be shown on' the plans or <br /> specified in the special provisions. <br /> Approved pproved by: <br /> TVIPCAL TRENCH BACKFILL <br /> 4 �ajc No. Revision Description Date <br /> Av COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> wel-r-Idug fier, YOU Dote: 'DEC.2014 Std. Dwg. No. R-29 <br />