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Note 1 <br />y <br />G" Nhr—­1 IG- 6'Pavemeg <br />(TYp).. I 6_ Min <br />3, Os ;\ \ See Note 2 Below \ \\ <br />Compact in 12" max <br />layers io, G. nein relative r <br />Con <br />CtiOn Of <br />�\ \ <br />under apavemen s and \------- \\ Var <br />Var 90% outside pavement.. \� <br />Compact in 24" Max <br />} O \ layersto ❑ min relative �\ O� \� OD+12" . <br />OD/2 �\ \\ compaction of 85%. i <br />Compact in 6" f❑Y ers '` \' \� <br />T to a min relative \\,\;\ \ <br />compaction of 9D7. <br />10" M,inOD 10" Min 10" Min t— — <br />OD— . <br />`OD 10" Min <br />+ 20 Min OD <br />20" Min <br />RIGID € ONDUIT ELE f F C.� PDul i <br />NOTES - <br />I. New pavement shall be 1" thicker than existing pavement, minimum. <br />of '0.25 Ft. New base shall be 1" thicker than exsting base, min of 0.50 RL <br />2. Select native material or imported granular materiaJ 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. Pelative compaction of materials shall be tested .in accordance with <br />the- State of Califomia, Dept, of transportation Testing Manuals, ,.test <br />method No. California 216 or 2311. <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 />C1 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 Warks. <br />7. Special bedding and backfill requirements rnoy be shown on the plans or <br />specified in thespecial provisions. <br />�i�nrF� Frit- �f€t'�J <br />.. M -GAL THEMCH BACKFILL <br />COU 77 OF SAN 10AQ111W1 <br />DEPARTMENT OF PUBLIC Wop]TS <br />Date: DEC 2014 <br />Dwg. No. R-29 <br />