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See Note 1 Below <br /> El<isting <br /> 6" Min 6"-� - �Pavemen 6" 6" Min <br /> (lyp)i - �T <br /> (lyp) <br /> 3'-0" \ \i See Note 2 Below \\ \\ <br /> \\ Compact in 12" max--N, 3'-0" <br /> \ �\ layers to a min relative �\ <br /> ------ compaction of 95% --=--- <br /> �\ \i under pavement and \ -------- \ Var <br /> Var \\ _-- -_ \� 90% outside pavement` <br /> Compact in 24" max �� O \i OD+12" <br /> \� layers' to a min relative <br /> OD/2 �\ \\ compaction of 85%. \� <br /> Compact in 6 layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min _OD -10" Min 10" Min _-OD -•--10" Min <br /> OD <br /> OD <br /> + 2O" Min ; 20 Min <br /> RIGID CONDUIT FLEXIBLE CON®UI 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 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 pavdment 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 /> Approved by: <br /> ®r <br /> TYIPCAL TRENCH BACKFILL <br /> =Revisio COU1 TY Off` xSAN JOAQUZ�TDEPARTMENT OF PUBLIC WORKSM_ fair YOU Date: bEC 2014 <br />