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See Note 1 Below <br />krb�MTs 1 11 M* <br />• • ~ • e=� • kL • <br />(Typ) lii;ii;;i'l<ii��rr';iiir„il�iiirTi,'rir^ririiirii"r,,;r,'i i7i5(i j7iii7�ir Firr;iiia,"r,7rri�iririri��;Tifir,"r,),>„rr;��rrT,Sii";ii,�;;"r • <br />3�_Orr <br />Var \\fl <br />* <br />10" Min <br />+ 20” Min <br />See Note 2 Below <br />Compact in 12" max - <br />layers to a min relative <br />compaction of 95% <br />under pavement and <br />% outside pavement, <br />-Compact in 24° <br />layers to a min <br />compaction of <br />max <br />relative <br />85%. <br />Compact in 6" layers <br />to a min relative <br />compaction of 90%. <br />10" Min <br />RIGID CONDUIT FLEXIBLE CONDUIT <br />t�d� IT�I <br />Var <br />Min <br />1. New pavement shall be 1" thicker than existing pavement, minimum <br />U f 0.25 Ft. New base shall be 1" 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 quality. <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 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 />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 />Wo�'king four YOv' <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN JOAQUIN <br />DLPARTMBNT OF PUBLIC WORKS <br />Date: DEC 2014 Std. Dwg. No, <br />