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F_ <br /> See Note 1 Below <br /> E>cisting <br /> 6" Min— 67.1 rpavemen <br /> YP)r 6:' 6" Min <br /> (I - �� _ <br /> „ �\ \� See Note 2 Below \\ \\ <br /> 3 —0 Compact in 12" max _ \\ 3'-0" <br /> I- layers to a min relative �\ <br /> -------- \; compaction of 95% -------- r <br /> �\ \i under pavement and \ -------- \ Var <br /> Var \\ _— —_ �� 90% outside pavement. \ \\ <br /> �p Compact in 24" mar, �� _ p \i OD+12" . <br /> \r layers to a rain 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 OD _v_10" Min 10" Min —OD--n —10" Min <br /> OD <br /> + 20'D Min <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 /> 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 /> r Approved by: <br /> TVI FCAL TRENCH BACKFU �yy <br /> r � too. Revision Description Date <br /> T = COUNTY OF SAJOAQUSAN <br /> L`Y ray" DEPARTMENT OF PUBLIC WORKS I <br /> viazAing lee YOU Date: bEC.20141Std. Dwg. No. �o � <br />