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See Note 1 Below <br /> Existing <br /> ;--\ <br /> 6" Min- — V 66" Min <br /> (lYP)i - �� <br /> it :. <br /> � See Note 2 Below <br /> 3P-0" <br /> �\ Compact in 12" max \\ 3'--0" <br /> c layers to a min relative !_ <br /> 4 --_-_— \i compaction of 95% ------ <br /> a <br /> under pavement nd \ — — \ Var- <br /> Var 90% outside pavement. ; <br /> \ % r _ <br /> 00 — Compaq in 24" m_ax OD 12" . <br /> \� layers to a min relative <br /> OD/2 �\ \\ 'compaction of 85%. \� <br /> Compact in 6" layers <br /> to a mill relative <br /> compaction of 90%. <br /> 10" Min D —10" Min 10" Min OD 10" Min_ <br /> OD OD <br /> 20" Min 20 Min <br /> RIGID C`0-NDUIT FLEXIBLE CONDUIT <br /> NOTE : <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 /> S. 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—today 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 /> r Approved by: <br /> tom_ TYIPCAL FRENCH -BACKFILL ��� <br /> ' r , No. Revision Description Date <br /> .l7- <br /> t-fux '� <br /> COUNTY OF SAN .TOAQUEV <br /> DEPARTMENT OF PUBLIC WORKs l <br /> WdAdng for. YOBStdD <br /> . w . <br /> Date: DEC.2014 g No. RH29 <br />