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See Note I Below <br /> - <br /> Existing <br /> /6--,-] 6 Min <br /> 6" Mir-, Pavement <br /> (Typ) <br /> (T yp) <br /> •3 V Opp See Note 2 Below <br /> Compact in 12" max 3Y-0 <br /> layers to a min relative <br /> compaction of 95% <br /> -—----- - <br /> under pavement rind ------- <br /> va r -- - Var <br /> 90% outside pavennenL <br /> Compact in 24" max <br /> OD 12" <br /> layers a rnin relative e <br /> OD/2 compaction of BE,%. <br /> Compact in 6" layers <br /> to a min relative' <br /> compaction of 90%. <br /> 10" Min—� ­--�Ci D--- -2g-1 0" Min 10" Min ­-:� 10" Min <br /> OD OD <br /> Min�n <br /> 20". Min <br /> .RIGID CONDUIT 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 I" thicker than existing base, min of 0:50 Ft. <br /> 2. Select native material or imported granular material as approved by the Director <br /> of Public Works. Backfill with materials equal to or better than the existing <br /> pavement and base in quiality. <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 beneatly cut to line prior to trench excavation. <br /> L <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 sail composition and compact ability, 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 /> I W-IApproved by: <br /> TYIPCAL TRENCH BACKFILL <br /> No Revision Description Date <br /> COLWTY OF SAN fOAQUiN <br /> DEPARTMENT OF PUBLIC 1,VORKS <br /> Nvlarkm, W., for YOU Date: bEC G14 Std. Dwg. No. PI-29 <br />