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See Note I Below <br /> Ekisting <br /> P v 6 Min <br /> 6 Min- <br /> _1yp)ja emen;1 —tz�] <br /> (lyp) <br /> X <br /> 3,—0 See Note 2 Below <br /> X1 `�'—Compact in 12" max <br /> 3'-0" <br /> layers to a min relativeX <br /> compaction of 95% <br /> under pavement and Var <br /> . R11--———————- <br /> Var 90% outside pavemen,L. <br /> Compact in 24" max <br /> layers' to a min relative OD+1 2ps <br /> OD/2 compaction of 85%. <br /> Compact in 6" layers <br /> to a min relative X <br /> compaction of 90%. <br /> 10" Min OD -Z-16" Min <br /> 10" Min 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 PC. <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 /> 41. 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 oved by the Director of -Public Works. <br /> 7-. Special bedding and backfill requirements may be shown on't the plans or <br /> specified in the special provisions. <br /> Approved by: <br /> �T IPCAL THENCH BACKFU <br /> No. Revision Description Dot <br /> .-A <br /> AA <br /> COUNTY OF SAN JOAQUIN <br /> war-14%-, for YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: DEC-201 ' Std. Dwg. No. R-29 <br />