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See Note I Below <br /> Existing <br /> /6- <br /> 6" Min 6`-o-J, Pavemen 6 Min <br /> (Typ)( (lyp) <br /> ( \\° \\;. <br /> Note 2 Below <br /> See <br /> 3 <br /> \\ ' Compact in 12" ma x <br /> 3'-0" <br /> X, <br /> layers m a min relative <br /> >X <br /> -------- com action of 95% --------- <br /> ---------- IK-------- <br /> \\ - Var <br /> under- pavement and <br /> ------- <br /> /X� <br /> Var 90% Outside pavement, <br /> Compact in 24" max <br /> OD 1 27s <br /> layers* to a min relative <br /> OD/2 *compazAion of 85% <br /> _Compact in 6" layer <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min-- OD--" -z-1 0" Min 10" Min Min <br /> OD OD <br /> + 20" Min 20". Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <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 gran-ular 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 stall be tested in accordance with <br /> the State of California, Dept. of Transportation Testing Manuals, jest <br /> method No. California 216 or 231. <br /> 4.. All existing pav6ment 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 /> 61. 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 ay be shown on the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> `C rTYIPCAL TRENCH BACKFILL <br /> No. Revision Description Date <br /> COLWTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> woedng for YOU Date: DEC 2014 Std. Dwg. No. R-29 <br />