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See Note 1 Below <br /> Existing- <br /> (" Min-- 6"-a� �_ Pavement1 6„ Min <br /> ,� See Note 2 Below \\ \\ <br /> 3 0 \\ ! Compact in 12" max-��\ - \ 3'-0" <br /> �\ layers to a min relative \ <br /> �\ ___-_-_- compaction of 95% <br /> ------- -------- <br /> \� under pavement and \ \ Var <br /> Var \\ _-- -_ �\ 90% outside pavement.. <br /> G � <br /> Compact in 24 max �� p . . \i OD+ " <br /> \, <br /> layers' to a ruin relative 12 <br /> OD/2 �\ \\ compaction of 85%. <br /> Compact in 6" layers <br /> to a nein relative <br /> compaction of 90%. <br /> 10" Min d OD -10" Min 10" Min --0D <br /> 10" Min <br /> OD OD <br /> + 20" Min - <br /> 20 Min <br /> RIGID CONDUIT. Fo EXIQLE ONQUI T <br /> N QI <br /> 1. New pavement shall be 1" thicker tion existing pavement, minimum. <br /> of D.25 - Ft. New base shall be 1" tricker 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 materi�Is 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.TYIP'CAL TRENCH <br /> 4 Ant!- <br /> �. <br /> -' rho. Revision Description Date <br /> ,y COUNTY Oj= ,-S`AIV �rOAQULV <br /> DEPARTMfitTr OF YOU PUBLIC`TIORKS <br /> Date: DEC,2014 Std. Dwg, No. Ro29 <br />