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F! 6 "- <br />G • Mir=�-- <br />3'= 0 F9 <br />10" M•in <br />OD <br />+ 20 Min <br />Note 1 Below <br />-Ei isting- <br />Pavement <br />See Note 2 Below <br />Gonipact in 12" max -- <br />layers to, a, mien relative <br />compaction of 95% <br />under pavement and <br />% outside pavement.. <br />-Compact .in 24" <br />layers' to a min <br />compaatio.n of <br />85 <br />Compact in 6" layers <br />to a mm relative <br />Compaction of 90%. <br />10" Min <br />10" <br />" ALO• Min <br />�.�E�I�f � �����UI•i <br />6" Min <br />(IYP) <br />Var <br />12" <br />Min <br />NaTGSo <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 materiel 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 Ccdlifornia, Dept. of Transportation Testing Manuals, :test <br />m6thod 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. Wlien shown by soil composition cmd 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 th-e special provisions. <br />Approved by: <br />Date: DEC 6 2014 <br />