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See Note 1 Below <br /> E-isting— <br /> G" Min- — G" Pavement 9 <br /> (gyp) G. �- 699 Min <br /> 395.9...., See Note 2 Below <br /> \\ <br /> Compact in 12" r-riax � _ 1 3'-099 <br /> layers to a min relative <br /> _----- i compaction of 95% <br /> �\ - \� under pavement rind \ -------- \ Var <br /> Var \\ --- 90% outside <br /> pavement.. <br /> DO -Compact in 24" mar, OD+12" . <br /> \� layers to a rain relative �� \\ <br /> OD/2 \\ \ Compaction <br /> ion of 85%. <br /> Compact " <br /> p a i n 6 f avers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min --OD --10" Min 10" Min --0D - -10" Min <br /> OD OD <br /> 4+ 20" Min <br /> �+ 20 Min <br /> RIGID CONDUIT FLEXIBLE CCNQUI T <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 0.50 Ft. <br /> 2. Select native material or imported 9-an-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—waywith <br /> a 3 year bond, when approved by thie 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 /> T. Special bedding and backfill requirements may be shown on the plans or <br /> specified in the special provisions. <br /> Q Approved by: <br /> 8FCAL TRENCH <br /> No. Revision Descri tion Date <br /> �' { T <br /> COUNTY 01� SAN Jr0A 1 <br /> DEPARTMRIT OF PUBLIC'W'ORKS <br /> tarc r� g for YOU <br /> Date: DEC.2014', Std. Dwg. No. R-29 <br />