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Bal with materials equal to or . <br /> bet than the existing pavement. <br /> and base in quality. New pgvemerit <br /> shall be 1" thicker than existing <br /> pavement, minimum of 0.25: feet.. <br /> New base shall be 1" thicker than <br /> existing base, minimum of D.S. feet, <br /> Existing <br /> Min.6,. M � ,. <br /> Pavement <br /> (TYP ) 6 6" 6,. <br /> Min. <br /> :. "(TYP-) <br /> 3'-0" Comport in 12" max. <br /> �. layers. to a min. relative — 3 -0" <br /> compaction of 95%= <br /> under pavement and <br /> __ j 90% outside pavement: _ _--- / Variable <br /> Variable; _ _ Compact in 24 max. <br /> layers to a min. relative ^� <br /> – p� -- compaction of 85%. Op' F OD+12" <br /> 0.D./21 . <br /> compact -in 6" layers <br /> to a minimum relative <br /> .. \. \\. compaction of 90%. ' <br /> 10" Min. O.-D. 1O" Min. 10" Min. <br /> f}D <br /> O.D. 10" Min. <br /> 20" Min. O:D.+ 2D" Min. <br /> R.]GID CONDUIT FLEXIBLE CONDUIT <br /> NOTES. <br /> 1: 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 /> 2. All existing pavement shall be neatly cut to line prior to trench excavation. <br /> 3. Jetting or pa.nding will be permitted within the street Right of Way with <br /> a 3 year bond. <br /> 4. When shown by soil composition and compactability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works. <br /> 5. Special bedding requirements may be shown on the: ;plans or specified in <br /> special provisions. <br /> 6. Shoulders shall be as shown on the. plans or specified in the special' <br /> provisions but in no case shall the shoulder be less than three feet wide <br /> as measured from the edge of pavement. <br /> No. Revised By <br /> y+pPmod t y , <br /> T Feb. 1998 Po TYPICAL TRENCH BACKFILL ?72. 1&o <br /> Dmert by - JLD Direet -of Public.Works <br /> COUNT( OF SAN JOAQUIN bate <br /> Chad e4 by <br /> NONE. ' - WAMEW DF PUBW JUNE 1997 <br /> DmwTn9 ray. R-29 <br />