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See Note 1 Below <br /> Eisting <br /> 67 -- L /6'fj � - �Pavemen� Min <br /> Typ)rT <br /> ( yp) <br /> \� See Note 2 Below \\ \\ <br /> 31- " <br /> \\ I � Compact in 12" max <br /> �\ layers to a. min relative <br /> compaction of 95% --=----- �-- <br /> �� _----_---_ \� under pavement and \ -------- \ Var <br /> Var \\ _-- —_ �� 90% outside pavement_. <br /> Compact .in 24" mar,\ OD 12" <br /> =� a e • p�1 y rs ra a min �_ela- uve �� \\ <br /> OD/2 �\ \\ compaction of 55%. <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min --Op _- __10" Min 10" Min - —0D —10" Min <br /> OD OD <br /> + 20" Min ; 20 Min <br /> RIGID CONDUIT TLEXIB!E CCNQUI T <br /> NOTES: <br /> 1. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 - R. '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 compactability, 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 /> WN Approved <br /> by: <br /> ¢ j -i No. Revision Description Dote <br /> COUNTY OF SAS JOA T 7�7--�T 1 <br /> L f = DEPARTMENT OF PUBLIC WORKS �U�� <br /> V fey= YOU <br /> Daie: DEC 201 Std. Dwg. No. ��,�� <br />