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See Note 1 Below <br /> Existing- <br /> 6" Min- �6"-�j _ PavemenL7 6: Min <br /> (iyp) (Ty p) <br /> 1 = <br /> 3'-0" i See Note 2 Below �\ \� <br /> \\ " Compact in 12" max \\ 3'-0" <br /> \\ layers to a min relative �\ <br /> -----_ r compaction of ` 5% ------ �— <br /> \ _----- _ \� under pavement and >\ — — \ Var- <br /> Var 90% outside pavement. i\ <br /> �p — Compact in 24" max <br /> \ <br /> layers to OD+12" <br /> a min � . <br /> OD/2 �\ \\ compaction of 85%. \ <br /> \, K\ \\K Co m pa c in 6" oyer <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min --OD —10" Min 10" Min OD 10" Min <br /> OD OD <br /> + 20" Min 20 Min <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> ES: <br /> 1. New pavement shall be I " thicker than existing pavement, minimum. <br /> of 0.25 - Ft. New base shall be I" thicker than existing base, min of 0.50 Ft, <br /> 2. Select native material or imported granular moterial 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—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. Special bedding and backfill requirements may be shown on the plans or <br /> specified in the special provisions. <br /> Q_ Approved by: <br /> r� ®® Q��r IPCAL TRENCH BACKFILL � <br /> No. Revision Description I Date <br /> � COUNTY Off` SAN JOAQ£TEV <br /> - DEPARTMENT OF PUBI.IC WORKS <br /> Waddng for. YOU �Date: bEC .201� Std. Dwg. No. R®2 <br />