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See Note 1 Below <br /> E>;isting <br /> 69i Mir— 6" �Pavemen�L 6:, —6„ Min <br /> (TypIIA:1111 111t: <br /> )r <br /> 3'—O" ow\� See Note 2 Bel \\ ' '�\ <br /> • <br /> Compact in 12" max " <br /> layers to a min relative _ \i 3 —0 <br /> -------- i compaction of 95% -- <br /> �\ \� under pavement and \ -------- \ Var <br /> Var \\ _-- —_ \� 90% outside pavement \� <br /> �O Compact in 24" max _ O \i OD X12" . <br /> \� layers to a ruin rerative �\ _ O \� <br /> OD/2 �\ \\ -compaction of 85%. \� <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min —10" Min 10" Min --OD 10" Min <br /> OD 20" OD <br /> 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 shall be tested in accordance with <br /> the- State of California, Dept. of Transportation Testing Manuals, ..test <br /> metho-d 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 pe.rmitted 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 /> T. Special bedding and backfill requirements may be shown on'the plans or <br /> specified in the special provisions. <br /> r <br /> Q Approved by. <br /> } l IFCAL TRE <br /> tCH BMWFILdVIA <br /> No. Revision Descri tion Date <br /> � <br /> -� COUNTY OF SAN JOA <br /> QUIIV <br /> DEPARTMENT OF PUBLIC WORKS <br /> Woddng for YOU <br /> Date: -DEC.2014 S.W. Dwg. No. R-29 <br />