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/--See Note I Below <br /> Existing <br /> 6" Mir, avemen —15 <br /> P 6" Min <br /> Typ) <br /> lyp) <br /> 30-0f) See Note 2 Below <br /> • <br /> ConVact-L in 12" max 3)—o <br /> X layers to a min relative <br /> compacL <br /> under pavement 95%and -------- Va r <br /> p <br /> Var 90% outside avernen.t- <br /> V <br /> Compact in 24" max OD+12" <br /> layers' to a min rel'afive <br /> OD/2 of 85%. <br /> COMPaCL <br /> Compact In 6" layers X, <br /> to a min relative <br /> compaction of go%. <br /> 10" Min M11-1 10" Min---E!— --: 10 Min <br /> OD 0D <br /> 20" Min + 20". Min <br /> WID CONDUIT. FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. New pavement shall be 1" thicker than existing pav* ement, minimum. <br /> of 0.25 - Ft. 'New base shall be 1" thicker, than existing b'ase, min of 0:50 PC. <br /> 2. Select native material or imported gran-ular material as approved by the Director <br /> of Public Works. Backfill with materials equal to or better than the existing <br /> L <br /> pavement and base in quality. <br /> L n <br /> 3. R fativ 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 pav6ment shall be. neatly cut to line prior- to trench excavation. <br /> 5. Jetting or ponding will be permitted within the street right—of—%,vay 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: <br /> -T WCAL TRENCH RACK- FILL - <br /> A., <br /> t: <br /> NO. Revision DescriDtion Date <br /> COUNTY OF SAN JOAQUIN . 1 <br /> DEPARTMENT OF PUBLIC WORKS <br /> 4 <br /> fer you nn Std. Dwg. <br /> Date-. DEC 2014 No. -2 <br />