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See Note 1 Below <br /> Ex' Isting- <br /> Min 6"--rd Pavement -6" F---6" Min <br /> (lyp) <br /> Ty P) <br /> ,�,.y <br /> -7 <br /> See Note 2 Below <br /> 3 -0 \\ Compact— \ <br /> Compact in 12" max K\ 3'-0" <br /> layers to a min relative <br /> 4 \\ compof - --------- <br /> -_______= under pavementaction 95%(�nd -------- Var <br /> />--- <br /> ------ -/ <br /> Va r - 90% of pavement. <br /> 7- <br /> Compact in 24" max <br /> OD+12" <br /> layers to a ruin relative <br /> OD/2 compaction of 8;5%. <br /> Compact in 6:' layers N <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD--Em- 10 M i n 10" Min— 0 Min <br /> OD <br /> UOD <br /> + 20 Min + 20"- Min <br /> RIGID CONDUIT FLEXIBLE CONOW1 <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 F1 <br /> 2. Select native material or imported granular material as a.pproved 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 beneatly 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. S,pecial bedding and backfill requirements may be shown on the plans or <br /> specified in the special provisions. <br /> Approied by: <br /> TYIPCAL TRENCH BACKFILL <br /> No. Revision Description Date <br /> COUNTY OF SAN JOAQUIN <br /> warldm for, YOU <br /> DEPARTMENT OF PUBLIC WORKS <br /> DEC_201 ' Std. Dwg. .No. R-29 <br />