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See Note 1 Below <br />E>;istin96" Min--t—.1 6" Pavemen I6:,Typ)r - I <br />6DD_ Min <br />ly <br />M1 ;` <br />See Note 2 Below3aCOV D 9Dmac't i n 12 maPA_ layers to a min relative <br />0 <br />compaction of 95% <br />under pavement and Var <br />Var \\ _-- —_ \\ 90% outside pavemenct- \ <br />00 Compact in 24" max _ p i OD+ "layers tot a min relative 12 <br />OD/2 \ compaction of 85%. i <br />Compact in 6" layers <br />Lo a min relative <br />Compaction of 90%. <br />10" Min OD 10" Min 10" Min 0D Y-1 a" Min <br />OD <br />OD20" Min <br />20 Min <br />RIGID CONDUIT LEXIBLE CONQUIT <br />NOTES- <br />1. New pavement shall be 1" thicker than existing pavement, minimum.of 0-25 - Ft. 'New- base shall be 1" thicker than existing base, min of 0.50 Ft.2. Select native material or imported gran-ular- material as approved by the DirectorofPublicWorks. Backfill with materials equal to or better than the existingpavementandbaseinquality. <br />3. Relative compaction of materials shall be tested in accordance withthe- State of California, Dept. of Transportation Testing Manuals, :testmethodNo. California 216 or 231. <br />4. All existing pavement shall be neatly cut to line prior to trench excavation.5. Jetting or ponding will be permitted within the street right—of—way witha3yearbond, when approved by the Director- of Public Works.6. When shown by soil composition and compactability, ninety percent (90%)compaction may be used, when approved by the Director of Public Works.7: Special bedding and backfill requirements may be shown on ' the plans orspecifiedinthespecialprovisions. <br />Y'Re rq a TRENCH <br />Approved by: <br />AL FILL <br />Z No. Revision Descjrition DatetCOLWTYOFSANJOAQ <br />z1 <br />DEPARTMENT OF PUBLIC WORKSezmngfer, YOU <br />Date: DEC 201 Std. Dwg. No. Ro