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See Note 1 Below <br /> Existing <br /> 6" Min- 6"- Pavemen6=° <br /> (lyp)i - ��699_ <br /> Min <br /> �. (l yP) <br /> �� f, \� See Note 2 Below \\ ~\ <br /> 3 0 \ <br /> � \\ _ ' Compact in 12" max <br /> layers to a min relative <br /> �\ ------ \ compaction of 95% \\ _ 'r—Y <br /> _------- \� under pavementQnd \ -------- \ Var <br /> Var \\ _-- -_ \\ 90% outside pavement.. <br /> 00 Compact in 24 max �� p . . \i ODy " <br /> OD/2 \� layers to a min relative 12 <br /> \\ compaction of 85%. <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD -10" Min 10" Min <br /> OD 10" Min <br /> OD OD <br /> + 20" Min <br /> + 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 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-�qay '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 /> T Special bedding and backfill requirements may be shown on ' the plans or <br /> specified in the special provisions. <br /> r <br /> Approved by: <br /> IPN <br /> JFI <br /> o. Revisio <br /> n Descri tion Date <br /> COUNTY OF SAN J®A <br /> DEPARTMENT OF PUBLIC WORKS <br /> Date: td. Dwg. No. PI-29 <br />