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See Note 1 Below <br /> 6" Min- EkistIn.g <br /> 6" rpavemen <br /> (�yp).1 6" 6» Min <br /> 3'-0''' \i See Note 2 Below <br /> �\ Compact in 12" max -0" <br /> layers to a min relative <br /> \\ _------- compaction of 95% <br /> — ----— \, under pavement and -------- \ Var' <br /> Var \ _ — \\ 90% outside pavement \ \\ <br /> 00 —Compact in 24" max <br /> OD/2 \� layers to a rein relative �\ O� . OD- <br /> 12" <br /> \\ compaction of 85%. <br /> Compact in 6" layers \' <br /> to a min relative y <br /> Compaction of 90%. <br /> 10" Min D --10" Min 10" Min - <br /> __OD —10" Min <br /> OD <br /> + 20" MinOD <br /> — 20 <br /> ' " <br /> . . . � 20". Min <br /> RIO® COIoIDL6I l FLEXIBLE QQNQUI i <br /> NOTES: <br /> 1. New pavement shall be 1" thicker than existing pavement, minimum. <br /> of 0.25 R. Nev✓ 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 pavement shall be- neatly cut to line prior to trench excavation. <br /> 5. Jetting or ponding will be permitted within the street right—of—kr✓ay '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 /> ALJ"} Approved by: <br /> No. Rev <br /> ision Descri tion <br /> �r Date <br /> COUNTY OF SAN <br /> JOA <br /> QVVV <br /> fer YOU DEPARTMENT OF PUBLIC FORKS <br /> Date: b�C 20]4 Std. Dwg. No. R-29 <br />