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Note 1 <br />6 Mm— 6 d Pavement cog° <br />(lyp) mm ^6 Min <br />Ty P) <br />3 \ \ See Noe 2 Below) <br />Compact in 12" max \\ 3'-0' <br />layers to, a. min relative i <br />ction of <br />----_----- .\� underpavementand \-------- \ Var <br />Or \ _-- - - \f 90% outside pavement_ \/ <br />00 Compact J11 24" mqx—' ;� \i ODI 12" . <br />} \layers—cc o ruin relative �\ o \ <br />OD/2 �\ \� "compaction 01 857" <br />Compact in 6" layers \; \ \;\ \ \ <br />to a min relative <br />compaction of ocm <br />10" Min =0D ---10" Min 10" Min OD- <br />-10" Min <br />OD 0D <br />+ 20" Min <br />- 20 Min <br />RIGID CDNDUIT <br />FLEXIBLE COIN DMtT <br />N�OiGSe <br />1. New pavement shall be 1" thicker than oxisting pavement, minimum. <br />of '0.25 Ft, New base shall he 1" thither than existing base, min of 0.50 Ft, <br />2. Select native material or imported granular- 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 a, materials shall be tested.in accordance 1[✓Ith <br />the- State of California, Dept. of Transportation Testing Manuals, ,.test <br />metho-d No. California 216 or 231. <br />4. All existing pavement shall beneatly cut to line prior to trench excavotibn. <br />5. Jetting or ponding will be permitted within the street right—of—way with <br />Q 3 year bond, when approved by the Director of Public Worl<s, <br />6. WHen shown by soil 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 imay be shown on the plans or <br />specified in the, special provisions. <br />war for YOB' <br />. TYWCAL THEM RACKFILL <br />COUNTY OF SAY .TOAQZJ� <br />I DEPARTMENT OF PUBLIC VORKS <br />Date: DEC 2014 <br />���"/ � �/ &-, <br />- <br />Dwg. No. R-29 <br />