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—Seg Note I Below <br /> 51 1 st in g <br /> 6(—Iyp)M; 6 Pavement <br /> 6" Minf <br /> (EYP) <br /> 3V_0F) See Note 2- Below <br /> Compact in 12" max 3'-0" <br /> layers to a min relative ut <br /> ———————— compac-Jon of 95% <br /> -------- <br /> -— <br /> ----- under pavementVar <br /> and <br /> Var -90% outside pavement- <br /> 00 Compact in 24" MOXV OD+12 <br /> layers to a min relative <br /> OD/2 compac-ion of 8557.. <br /> Compac <br /> in 6" layers <br /> to a min relative <br /> compaction of 9017.. <br /> 10" Min. OD —10" Min 10" Min Mill <br /> + 20 OD Min OD <br /> + 20". Min <br /> -RIGID CONDUIT, ILEXIBLE CONQUIA <br /> NOTES: <br /> 1. New pavement shall be thicker than existing pav' enlent, minimum. <br /> of 0-25 - Ft. 'New base shall be 1" th'cker than existing base, min of 0.5o L <br /> L -L <br /> -ular material as approved by the Director <br /> 2. Select native material or imported grin F <br /> of Public Works. Backfill with nlaterias equal to or better than the existing <br /> pavement and base in quality. <br /> 3. Relative compaction of materials shat, be tested in accordance with <br /> the- State of California, Dept. of Transportation Testing Manuals, Jest <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 /> L <br /> compaction may be used, when approved by the Director of -Public Works. <br /> T. Special bedding and backfill requirements may Gy be shown on ' the plans or <br /> specified in the special provisions. <br /> Approved <br /> A.e <br /> LyIPCAL TRENCH BACKFILL <br /> No. Revision Description Date <br /> COUNTY OF SAIV JOAQUEV . 1 <br /> fev YOU DEPARTMENT.Op PUBLIC WORKS <br /> ��J'Dote: bEC.2014 Std. Dwg. No. R-29 <br />