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JUN 30' 97 10 :43 FR LEVINE FRICKE 510 6524906 TO 12094683433 P.05i05 <br /> Bockfill with moteriols equal to or <br /> better than the existing pavement <br /> and base in quality. New Pavement <br /> shall be 1" thicker than existing <br /> pavement, minimum of 0.25 feet. <br /> New base sholl be 1" thicker than <br /> existing base, minimum of 0.5 feet. <br /> Existing Pavement <br /> 6" Min. f`6" 61--16" Min. <br /> (TYp•) (TYP•) <br /> ampoct in 1 Z" max. /� <br /> 3•-0" layers to a miin. 3' 0" <br /> relative compaction <br /> of 95%, under pavement <br /> __------ /find shoulders, and \ _-- / Vonoble <br /> —_—_—_-----_ / 90% outside shoulders. \ — <br /> Variable — Compact in 24" max. <br /> — — layers to o minimum <br /> relative compaction D+12" <br /> of 85%. <br /> O.D./2 Compact .in 6" lc ers <br /> to o minimum reative <br /> �\ compaction of 90x. <br /> 1 Cr Min. O.D. 10" Min. 10•• Min. 0-D 10" Min, <br /> O.D. O.D. <br /> + 20" Min. <br /> RIGID 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 215 or 231. <br /> 2. Ail existing pavement shall be neatly cut to line prior to trench excavation. <br /> 3. Jetting or ponding will be permitted within the street Right of Way with <br /> a 3 year bond. <br /> 4. When shown by soil composition and compoctability, 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 ss specified than three feet wide os measured <br /> the special <br /> pro�is;oos but in no cove shall the shoulder be less <br /> from the edge of pavement. <br /> TYPICAL TRENCH BACKFILL <br /> JLD <br /> COUNTY OF SAN JOAQUIN °� SEPT. 1997 <br /> :« NONE ovMn•aT a M"" u.w"' R — 29 <br /> ** <br /> TOTAL PRGE . 005 ** <br />