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Scckf`-!i with materials ecucl ;o or <br /> better- thcr the existing I pcvement <br /> L <br /> crid bcse 'n quality. New pcvemem;- <br /> shad c e !' ;.h"cke,- than exls�Linc <br /> � L. i <br /> Pavel le ntl�, nnin!rrium of 0.25 <br /> New tcse sncil be I " thicker LnC7 <br /> -, Sti7c: bcse, minimum of 0,75 <br /> - -Xist-ing <br /> -�—QVer7ent <br /> Y01 .) <br /> Min. <br /> 3 0" Compact in 12" max. <br /> layers to a min. relative <br /> compaction of 95%* <br /> ---------- under pavement and <br /> 90% outside pavement. Variable <br /> Variable Compact in 24" max. <br /> layers to a min. relative <br /> compaction of 85%. 2" <br /> 0.1/2 <br /> - <br /> Compact .in 6" larecs <br /> to a minimum relative <br /> compaction of 90%- <br /> 10" Min. O.D. 10" Min- 10" Min. <br /> 0.D. 0.D. Min- <br /> 0.D. <br /> + 20" Min. <br /> 20" Min. <br /> RIGID CONDUITFLEXIBLE CONDUIT <br /> NOTES: <br /> 1 . Relative compaction of materials shall be tested in accordance witi-, <br /> the State Of California, Dept. of Transportation Testing Manuals, <br /> test <br /> method No. California 216 or 231 . <br /> 2. Ail existing pavement shall be neatly cut to line prior to 'trench exccvation. <br /> 3. Jetting or ponding will be permitted within the street Right of Way w <br /> a 3 Year bond. with <br /> 4-- When shown by soil composition and compactability, ninety percent (9()7) <br /> compaction may be used, when approved by the Director of Public Works. <br /> 1 <br /> 5. Special bedding requirements may be shown on the plans or specified <br /> special provisions. in <br /> 6. Shoulders shall be as shown on the plans or specified in the specie but p fa! <br /> in no case shall the shoulder be iess than three feet wide <br /> as rnecsured From the edge of pavement- <br /> Fab 1996 <br /> --41 TYPI�CAL TRENCH BACKF ILL <br /> br iLD <br /> NONE Ross Island Sand & Gravel Co. Dela JUNE 1997 <br /> Drumming 40_ <br />