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See Note 1 Below <br /> E-listing <br /> 6" Min-- 6" <br /> (�Yp} Pavemen6„ Min <br /> t I. 6:, <br /> 31�•„ �\ \� See Note 2 Below, \\ J\\ <br /> 0 \\ Compact in 12" max <br /> �\ layers to a min relative <br /> 4 \\ ----_-- compaction. of 957. <br /> \� under pavement and \ --- \ Var <br /> Var \ _— --- <\\ 90% outside pavement. \\ <br /> 00 \Compact in 24" max �\ p \i OD " <br /> \� layers to l a min relative 12 <br /> OD/2 �\ \\ compaction- of 857.. \� <br /> Compact in 6 layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min—r— —OD —10" Min 10" Min --OD <br /> 10" Min <br /> OD OD <br /> 20" Min <br /> 20". <br /> RIGID CONDUIT I°LEXIBLE CQNDUIT <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 granu-lar 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 /> No. Revision Description Date <br /> ,y COL T1 Y OF ,SAN JOAQUIN <br /> �Y•— DEPARTMENT OF PUBLIC WORKSwarmn-g for YOU I <br /> Dater bac.20�� Std. Dwg. No. R-29 <br />