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See Note 1 Below <br />6" Mira-- Exi <br />meriIPavement6„TYp)r - 6" Min <br />See Note3'—O"r 2 Below <br />Compact in 12" maxY ' layers to a. min relative r <br />compaction of 95i: I r under- pavement - d VarVar \ ___--_ 90% outside pavement..r\ <br />DO Compact .in• 24" ma <br />1 „ <br />r layers to iveaminrel-atOD/2 O OD 2 <br />compaciio.n of 85%. <br />Cam c layers <br />Lo a min relative <br />compaction of 90%. <br />10" Min OD 10" Min 10" Min 0D 10" M in <br />OD <br />20" Min OD <br />20"F • Min <br />RIG-ID CONDUI FLEXIBLE CONQUI.1 <br />NOTES: <br />1. New pavement shall be 1" thicker than existing pavement, minimum.of 0.25 Ft. 'New base shall be 1" thicker than existing base, min of 0.50 Ft.2. Select native material or imported gran-alar material as approved by the DirectorOfPublicWorks. Backfill with materials equal to or better than the existingpavementandbaseinquality. <br />3. Relative compaction of materials shall be tested in accordance withthe- 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.5. Jetting or ponding will be permitted within the street right—of—way Witha3yearbond, when approved by the Director- of Public Works.6. When shown by soil composition and compactability, ninety percent (90%)compaction may be used, when- approved by the Director of 'Public Works.7: Special bedding and backfill requirements may be shown on the plans of-specified in the special provisions. <br />Approved by: <br />I CAL TREMCH BACKFILL <br />z No. Revision ,. ,,,.,,{ n Descrition Date <br />COUNTY: OF SAN .TOAQ U I <br />wurEng for YOU DEPARTMENT OFPUBLIC WORKS <br />Dote: DEC 20i Std. Dwg. No. R-29