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See Note 1 Below <br /> E><isting- <br /> 6" Mine6"-�-I �Pavemeni 6" 1 -6" Min <br /> (lyp), (iyp) <br /> 3 0 ' \\ See Note 2 Below <br /> �\ \-Compact in 12" max \\ 3 -0 <br /> „ <br /> layers to a min relative �\ <br /> 4 -___--- i compaction 95% -----_ r r <br /> \\ - - \/ under pavement and \ - - \ �° <br /> X 90% outside pavement. \\ <br /> Compact in 24” max �\ �_ �i OD 12" <br /> \� la Yers to a min relative \\ G <br /> OD/2 compaction of 85%. \� <br /> Compact in 6" layers <br /> to a mill 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 CQ-NDUI T FLEXIBLE CONDUIT <br /> NOTIES: - <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 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 /> TYIPCAL TRENCH[ BACKFILL <br /> No. Revision Description Date <br /> CO=Y OF SAN TOA U17V <br /> DEPARTMENT OF PUB:-IC WORKS <br /> ctdng, ler YOU Date: bEC .207 Std. Dwg. No. ®29 <br />