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69' Mh <br />('Yp) <br />OD/2 <br />10" <br />PJGID CONDdt% <br />Note 1 Below <br />Pavement <br />See Note 2 Below <br />Compact in 12" max - <br />layers to, a min relativ <br />compaction of 95% <br />under pavement Qnd <br />90% outside pavement_ <br />-Compact .in 24" max - <br />layers' to a min relative <br />compaction of 85%. <br />-Compact in 6" layers - <br />to a min relative <br />Compaction of 90%, <br />—6" Min <br />(Typ) <br />:i <br />Var <br />T. <br />D+12" <br />10" Min � OD-� ,10.. Min <br />OD <br />20 Min <br />FLEXIBLE CONDUPi <br />NOTGSD <br />I. New pavement shall be 1" thicker than Ccisting pavement, minimum. <br />of '0.25 Ft. New base shall be 1" thicker than existing base, rnin of 0:50 Ft, <br />2. Select native material or imported gron.ular 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 quality, <br />3. Relative compaction of materials shall be tested .in accordance with <br />the- State of Cdlifornia, Dept. of Transportation Testing Manuals, ;test <br />methad 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 />❑ 3 year bond, when approved by the Director of Public Worl<s. <br />6. When shown by soil composition and compoctobility, 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 />V';os fee You <br />.. TYWCAL THEMCH RACKFUL <br />I COWfy OF ,SAN 10AQ1MV <br />DEPARTMENT OF PUBLIC WORKS <br />Date: bEC _ 201 4 <br />Dwg. No. R-29 <br />