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See Note I Below <br /> Existing <br /> 6" Min . 6 Paveml �-6" Min <br /> Ty P) (T yp) <br /> X <br /> 31012 /X See Note 2 Below <br /> Compact in 12" max 3'-0" <br /> V <br /> \1X <br /> layers to a min relative <br /> ---------- <br /> 4 ---------- compaction of 95% <br /> ---------- 'K--------- Var <br /> X------- under pavement and <br /> ---------- <br /> Var X, 90% outside pavement. <br /> _X t in 24" max <br /> I Compact 4 /-/ - OD+12" <br /> X�\\/ lcjyers 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 � -0D -10" Min 10" Min 0 Min <br /> OD OD <br /> + 20" Min <br /> 20". Min <br /> RIGID CONDUIT FLEXIBLE CONDUff <br /> NOTES: <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 Ft. <br /> 2. Select native material or imported granular material as approved by the Director <br /> I <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 beneatly 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 /> TVIPCAL TREMCH BACKFILL <br /> No. Revision Description Date <br /> COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> Vf arm for, -m-Lu _:�:=Date: 'DEC.2G14 S.W. Dwg. .No. R-29 <br />