Laserfiche WebLink
See Note 1 Below <br />Basting-67 Min- <br />106D, <br />vement 1 G 9 <br />D9 <br />Yp)i 1I I- — Min <br />4. EYP) <br />3, <br />T See Note 2 Below <br />Compact in 12" max \ _3'-0"layers to a, min relative i <br />compactian of 95% <br />under pavement vnd Var <br />Var 90% outside pavement <br />Compact .in 24 max-' ; _ i OD+1 "layers cola rain relative 2 <br />OD/2 \ compacuD.n of 85%. i <br />4 Compact in 6" layers <br />to a min relative <br />Compaction of 90%.. <br />10" Min u-OD 10 Min 10" Min OD 10" Min <br />OD <br />OD20" Min <br />20"• Min <br />RIG0i CONDUIT FLEXIBLE CONQUI-T <br />NOTES: <br />I. New pavement shall be 1" thicker than existing pavement, minimum.of 0.25 R. 'New base shall be 1" thicker than existing base, min of 0:50 Ft.2. Select native material or imported gran-ular material as approved by the DirectorofPublicWorks. Backfill with materials equal to or better than the existingpavementandbaseingdality. <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. Wlien 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 orspecifiedinthespeoialprovisions. <br />Q Approved by: <br />t CAL TR.EMCH B (urKFILL <br />Revision Descriptiono Date <br />M-COUNTY OF SAN JGAQU <br />V10-r-&—;ng for, YOU DEPARTMENT of PUBLIC Wop KS <br />ote: DEC•201 ' Std. Dwg. No. R_29