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See Note 1 Below <br /> Existing- <br /> 6" Min 6 I FFavement \ --,I - , f,­6„ <br /> Clyp), __ ^6�� Min <br /> 3,4�OF, \\tel See Note 2 Below <br /> \\ Compact in 12" max <br /> layers to a. min relative \i <br /> compaction of 95% - _ •��- <br /> I --_----- \� under pavement gnd \ -------- \ Var <br /> Var \\ ___ - �\ 90% outside pavement <br /> �\� <br /> 00 Compact .in 24" mgx-J ;�� _ O :. \i OD+1 " <br /> \�layers to a min relative ' '2 <br /> OD/2 �\ \\ compacuo.n of 85%. <br /> Compact in 6" layers <br /> to a min relative <br /> compaction of 90%. <br /> 10" Min _OD ---10" Min 10" Akin `OD <br /> 10" Min <br /> OD OD <br /> + 20" Min <br /> 20 <br /> ' " <br /> . � • Min <br /> RIGID CONDUIT FLEXIBL E C.ONDUI.1 <br /> NOTES: <br /> 1. New pavement shall be 1" Thicker than existing pavement, minimum. <br /> of 0.25 Ft. New base shaft 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 <br /> pavement and base in quality. l;materiaequal to or better than the existing. <br /> 3. Relative compaction of material's 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 si:reet right-of-way with <br /> a 3 year bond, when approved by the Director of Public Works. <br /> 6. ften 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 /> �j ov, <br /> ft� No. Revision Descri tion Date <br /> COUNTY OF SAN JCIAQU17\ <br /> fes.,. . <br /> DEPARTMENT OF PUBLIC WORKS <br /> ��i�-=�� fee YOU <br /> Date: bEG 2014 Std. Dwg. No. R-29 <br />