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See Note 1 Below <br /> E-xisting- <br /> 6" Minim I� 6'__+ [­a- /Pavemen�� -�� �-6" -� �--6" Min <br /> (,yp)( - (TyP) <br /> See Note 2 Below \� \\ <br /> 3'-0" �\ ' Compact in 12" max <br /> ' layers to a min relative <br /> compac'don of 95% �\ -------- �r <br /> �\ ----__ _ \� under pavement and \ -------- \ Va,- <br /> \/ar 90% outside pavemen=t. <br /> i , /_ o� -- Compact in 24" max �� �� \� OD-L-12" . <br /> \� layers to a min relative \ \ <br /> OD/2 �\ \\ compaction of E35%. \� <br /> 4 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 OD <br /> 20" Min ; 20" Min <br /> RIGID CC-1`NDUIT FLEXIBLE CONDUIT <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 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 /> I Relative compaction of materials shall be tested inaccordance 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 out 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 compac:tability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> 7. Special bedding and backfill requirements mcy be shown on the plans or <br /> specified in the special provisions. <br /> B Approved by: <br /> -Wg <br /> TY <br /> IPCAL TRENCH BACKFILL <br /> 1 -dtI ._, COUNTY No. Revision Descrition Date <br /> �► � <br /> OF SAW TOAQ UZ <br /> DEPARTMENT'OF PUBLIC WORKS <br /> a� for you <br /> Date: DEC .2014 Std. Dwg. No. R®29 <br />