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See Note 1 Below <br /> Existing- <br /> ('yp)r Pavement f -6>, jG6>, <br /> � Min <br /> (IyP) <br /> 3, 0,, - \� See Note 2 Below( <br /> \\ Compact in 12" max \ - \ 3'-0" <br /> \ �\ layers to a min relative \! <br /> �\ _____ -_ \� compaction of 9:5% <br /> _ - under pavement and \ -------- \ Var <br /> Var \\ _- -_ \� 90% outside pavement.. <br /> 00 Compact in 24" max _ O \i ODS 12" . <br /> / \� layers to a min relative �\ O \\ <br /> OD/2 �\ \� compaction of 813%. ! <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min --9-10" Min 10" Min -0D 10" Min <br /> OD OD <br /> + 20" Min <br /> + 20 Min <br /> RIGID CONDUIT FLEXIBLE CON®uri <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 O. 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 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 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 /> r' <br /> Approved by: <br /> ". - <br /> ���A� �' <br /> �.4L �ECH BACKFILL <br /> Revision Descri tion Date <br /> -�W. COUNTY OF SAN ,_T0A' QU1N � <br /> DEPARTMENT OF PUBLIC)NORKS <br /> waits for YOU <br /> Date: DEC.201� Std. Dwg. No. PI-29 <br />