Laserfiche WebLink
See Note 1 Below <br />Existing <br />6" Min ►1 6" �� Pavement ►1 6" r —6" Min <br />(Ty p) (Ty p ) <br />See Note 2 Below �\ \\ 3'-0" <br />3 —0 �\ �—Compact in 12 max \ \ <br />layers to a min relative '\ <br />-------- \i, compaction of 95% -------- Var <br />�\-------- \� under pavement and \-------- <br />Var \\ --- -- \X 90% outside pavement. \� <br />Compact in 24" max �\ p \i 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 --►� I-�-O D --►-i �-10" Min 10" Min --►-� �-�-0 Dom{ �-x-10" M i n <br />+ 20" Min <br />RIGID CONDUIT <br />OD <br />+ 20" Min <br />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 I" 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 <br />K'. <br />D <br />7. <br />pavement and base in quality. <br />Relative compaction of materials shall be tested in accordance <br />the State of California, Dept. of Transportation Testing Manuals, test <br />method No. California 216 or 231. <br />All existing pavement shall be neatly cut to line prior to trench <br />with <br />existing <br />excavation <br />Jetting or ponding will be permitted within the street right—of—way <br />with <br />a 3 year bond, when approved by the Director of Public Works. <br />When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />Special bedding and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN TOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 Std. DWg. No <br />