Laserfiche WebLink
See Note 1 Below <br /> Existing <br /> 6" Min— 6" Pavement 6" r-6" Min <br /> (TYP) (TYP) <br /> �\ \� See Note 2 Below <br /> 3, <br /> \\ Compact in 12" max 3 -0 <br /> '\ layers to a min relative \ <br /> ——— \i compaction of 9590 ———————— <br /> \\ -------- \� under pavement and \ -------- °r <br /> Var \\ —_—— ——_ \� 90% outside pavement. \� <br /> Compact in 24" max �� �p \� OD+12" <br /> \ layers to a min relative <br /> OD/2 �\ \� compaction of 85%. \� <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min D 10" Min 10" Min OD 10" Min <br /> OD -09 OD low I <br /> + 20" Min + 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 Ft. <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 /> 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 compactability, 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 /> 0 V Approved by: <br /> TYPICAL TRENCH BACKFILL ��/'96 <br /> No. Revision Description Date <br /> COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> WO�]Cittg for YOU Date: DEC 2014 Std. Dwg. No. R-29 <br />