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See Note 1 Below---"", <br /> 6" Min---� E>fisting <br /> 04p ave - 6„ <br /> 'Yp)r - �a �-6" Min <br /> _. _ O Yp) <br /> Note See i <br /> 3 -0 <br /> 2 Below <br /> �\ Compact in 12" max <br /> �\ �\ layers to a min relative �\ r <br /> \\ -------- compaction of 95% <br /> ------- \� under pavement and \ -------- \ Var <br /> Var \ _-- -_ �\ 90% outside pavement. \� \� <br /> 00 Compact in' 24" max +12" <br /> OD/2 \� layers to a min relative OD , <br /> \\ compaction of 85%. \� <br /> Compa c t i <br /> to amin relative <br /> compaction of 90%. <br /> 10" Min OD -10" Min <br /> OD 10" Min --OD 10" Min <br /> + 20" Min OD <br /> + 20 Min <br /> RIGID CCNDUII FLEXIBLE CCNDUII <br /> NaIES: <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 gran-ular 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 <br /> a 3 year bond, when approved by the Director of Public Works. with <br /> 6. When shown by sail composition and 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 the speoial provisions. <br /> SN Approved by: <br /> XL*i <br /> r Revision evision Desc <br /> ��`•� ��r-�;`-;� '�; _ rition Date <br /> x ' C'OLWT'' OF ,.SAY JOAQU 7 � <br /> War for YOU DEPARTMENT OF PUBLIC WORKS <br /> Date: bEC.2014 Std. Divg. No. R-29 <br />