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See Note 1 Below <br /> Existing— <br /> ..6" Min- - 6"-®l �Pavemenf -6" - —G" Min <br /> 3, fy See Note 2 Below - <br /> �\ ' Compact in 12" max 3'\\ 3' 0" <br /> ' - ----- \� layers tomin relative <br /> -- �\ _------- <br /> i compactionn of 95% �— <br /> under pavement and \ -------- Var <br /> Var \\ _-- -_ \X 907 outside pavement. <br /> Compact in 24 max p r OD+12 <br /> \� layers to a min relative \\ <br /> OD/2 �\ \\ compaction of 85%. \� <br /> Compact i n 6" ayers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min OD -10" Min 10" Min --c—OD- 10" Min. <br /> OD OD <br /> + 20" Min 20 Min <br /> RIGID t'-2-I QUIT 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 /> 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 /> Approved by: <br /> TYIPCAL TRENCH BACKFILL - �� <br /> No. RevisionOestri tion Date <br /> JA <br /> 71 <br /> COUNTY OF SAN J Ort Q UIN <br /> bDg for. YOU DEPARTMENT OF PUBLIC WORKS <br /> m I Date: DEC .2014 Std. Dwg. No. R®29 <br />