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to 1 Below <br />/ Existing <br />6" Min ® �/ 6" Pavement 1 <br />(TYP) a <br />4\\) See Note 2 Below <br />3'-0" ' <br />\\ Compact in 12" max <br />------ \� layers to a min tela' ive <br />r compaction of 95% <br />�\ _ \ under pavement and <br />Var �\ -- �\ 90% outside pavemert <br />O� Compact in 24" max <br />\ layers to a min relath <br />OD/2 �\ \\ compaction of 85%. <br />\,a\ \Compact in 6" layers <br />to a min relative <br />compaction of 90%, <br />0" Min OLio" Min 10" t <br />C� <br />RIGID CONDUIT <br />-r z <br />\\ <br />� <br />\ <br />------- <br />-------- <br />j Var <br />\\i <br />� <br />e <br />OD+12 <br />din <br />OD <br />10" M <br />OD <br />u min <br />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 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 corn pactoMity, 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 />COUNTY OF >�AliT TO�IQLTIIV <br />DEPAI2TMFN'P OF PUBLIC WORKS <br />Date: DEC 2019 <br />' Min <br />rYP) <br />in <br />