Laserfiche WebLink
See Note 1 Below <br /> E>cisting <br /> G" Mini - G'- �Pavetnen -�_\ 6' " <br /> ('Yp).., ��G Min <br /> �,�•FY �\ \� '.See Note 2 Below <br /> Compact in 12" max _ \\ 3'-0" <br /> layers to a. min relative �\ �� <br /> \\ ____=___ \\ ucompaction <br /> nd pac avemen 95%Qnd \ -------- \ Var <br /> Var \\ -__ __ �� 90% opavement <br /> tside pavemeriL i <br /> _ _ \ <br /> 71 <br /> Compact .in 24" max \� " <br /> \� layers to a rein relative �\ �O - \� OD <br /> 12 <br /> OD/2 �\ \\ compaction of 85%. <br /> Compact in G" layers <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 /> 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 gran-ular 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 /> metho-d 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 /> _ <br /> IP-CAL THEMCH BACKFILL <br /> No. <br /> Revision Description Date <br /> COLWTY OF SAN JOAQUEV <br /> DEPARTMENT OF PUBLIC WORKS <br /> �,T� �� for You Std. Dw <br /> Date: DEC.2014 9• No. �Q�� <br />