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See Note 'I Below <br />~Existing-\r--,Pavement,'\--j <br />I <br />,00 I,-=+20"Min <br />RIGID CONDUIT <br />",<,"See Note 2 Below,;Compact in 12"max <br />loyers to a min relativecompactionof95% <br />Min <br />00~+20"Min <br />FLEXIBLE CONDUIT <br />10"Min <br />I <br />I <br />NOTES, <br />1,New povement 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 moterial as approved by the Director <br />of Public Works.Backfill with materials equal to or better than the existingpavementandbaseinquality. <br />3.Relative compaction of materials shall be tested In accordance with <br />the State of California,Dept of Transportation Testing Manuals,testmethodNo,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 orspecifiedinthespecialprovisions. <br />Approved by: <br />No.Revision Description Date