Laserfiche WebLink
See Note 1 Below <br /> Existing- <br /> 6" Min . 6" �- Pavement -6" �--6" Min <br /> (l)'P) (�YP) <br /> A. <br /> See Note 2 Eelow �\ \x 3 -0" <br /> 3'-0" �\ ' Compact in 12" max \ \� <br /> layers to a min relative �� --_----- �T <br /> \i compaction of 95% __ Var <br /> \\ \� under pavement and ------ <br /> Var \\ -_-- --_ \� 90% outside pavemeni. X i <br /> Compact in 24" max OD 12 . <br /> G <br /> \� layers to a min -elative \� <br /> OD/2 \\ compaction of B5%. \\ <br /> / <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90'x. <br /> 10" Min —OD -10" Min 10" Min OD-n� -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 1" thicker than existing pavement, minimum. <br /> of 0.25 - Ft. New base shall be 1" thicker tnon 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 /> .5. 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 /> Approved by: <br /> r <br /> ��CAL ���NCH BACKFILL ��� <br /> Description Date <br /> COUNTY OF S�U\T JOAQ UIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> "ate, fer YOU Date: DEC 2014 Std. Dwg. No. R®29 <br />