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See Nate 1 Below <br /> Existing <br /> 6" Min 6 Pavement 6„ <br /> (Typ)i �=-6 Min <br /> (TYP) <br /> 3P-0" See Note 2 Below \\ <br /> �\ ! Compact in 12" max 3 - <br /> 0 <br /> layers to a min relative \; <br /> _----- compaction of 95% <br /> �\ \� under pavement and \ -------- \ Var <br /> Var \ _-- — — \\ 90% outside pavement.. <br /> Compact in. 24 max \� y „ <br /> \� layers' to a rein relative \\O OD 12 <br /> OD/2 �\ \� 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 --OD <br /> —10" Min <br /> OD <br /> + 20" Min OD <br /> �+ 20 11. Min <br /> RIGID CONDUIT FLEXIBLE CONDUI-T <br /> N=a <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—vday 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 /> Cz' T No. Revision Descri tion Date <br /> '�► fir#,:-- <br /> COUNTY OF SAN JOAQU.DT <br /> o,Lrmig fer, YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: DEC 2014 Std. Dwg. No. �Q � <br />