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See Note 1 Below <br /> r--Existing <br /> 6" Min— 6"-- - Pavemen� --� 6" �-=6" Min <br /> Ty P), <br /> (IYP) <br /> a= E: <br /> 3 ., See Note 2 Below'.. „ <br /> \\ Compact in 12” max \\ 3 0 <br /> \\1 layers to a min relative �\ <br /> __= i compaction of 95� -----_ Var <br /> �\ _- _ \� under pavement and \ - <br /> Var 90% Outside pavement. <br /> Compact in 24" max OD 12" <br /> \ layers to a min relative \\ \\ <br /> OD/2 �\ \\ compaction of 85%. \� P <br /> Compact in 6" layers <br /> to a mm relative <br /> compaction of 90%. <br /> 10" Min --OD -10" Min 10" Min OD - 10" Min <br /> OD OD <br /> dL 20" Min 20 Min <br /> RIGID Ccs-N®UIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1 . New pavement shall be I " 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. Backf ill with materials equal to or better than the existing <br /> pavement and base in quality. <br /> I 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-qday 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 /> `. . TYIPCAL TRENCH BACKFILL ��� <br /> _ v No. Revision Description Date <br /> co=y. OF SAN TOAQUEV <br /> DEPARTMENT OF PUBLIC JVORKS <br /> WuAn Ing for YOBs. <br /> Date: DEC .2014 td. Dwg. No. R®29 <br />