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See Note 1 Below <br />Existing <br />6" Min- 6' rpavemen 6" 6" Mingyp)Ty 0) <br />3'-0" \\ See Note 2 Below <br />Compact in 12" max 3'-0" <br />c layers to a. min relative \ <br />compaction of 95% 7------ <br />under pavement and Var <br />Var 90% outside pavement <br />00 Compact .in 24" max OD X12" .layers to a min relative \\ O <br />OD/2 \ compaction of 85%. <br />Compact in 6" Iayers <br />to a min relative <br />compaction of 90%. <br />10" Min 0D 10" Min 10" Min OD 10" Min <br />OD _ <br />20" Min 20'.Min <br />IVIG-ID GQNDUIT FLEXIBLE CONDUIT <br />NOTES: <br />1. 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 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, ;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 -witha3yearbond, 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 orspecifiedinthespeoialprovisions. <br />pApproved by: <br />T -CAL TRENCH RACKFILLEpYIP <br />AJ Revision Descri tion Dat <br />COUNTY OF SAN JOAQ UZVDEPARTMENTOFPUBLICWORKS Iffc-ldn for YOU <br />Date: "DEC.2014Std. Dwg. No MU