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i <br /> I <br /> _ Existing <br /> 6" Min. Pavement <br /> i (TYP) 6"� ` 6.. «, 6" Min. <br /> j — (TYP) <br /> 3 0 - Compact in 12" max <br /> layers to a min. relative \ / <br /> _ compaction of 959+ 3"-0" <br /> under pavement and <br /> f , 909 outside pavement Variable <br /> Vanable \;} Compact in 24" max. <br /> � O _ layers to a min. relative <br /> C) compaction of 857. �p OD+12" <br /> Compagt,in 6" layers <br /> to a minimum relative <br /> - _ <br /> compaction of 90%. <br /> 10" Min. — Y► 0 p ---10' Min. 10" Min <br /> 0.D. 10" Min. <br /> i <br /> 0.D. I0.D. j <br /> -- .. <br /> + 20" Min. -+ + 20" Min. _ <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> I. 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 ponding will be permitted within the street Right of Wa <br /> a 3 year bond. y with <br /> i4. When shown by soil composition and compactobility, 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 meas gyred from the edge of pavement. <br /> Feb. <br /> tJL <br /> PTYPICAL TRENCH BACKFILL <br /> rna�i�. �� .•,�oi�t�.,:. <br /> COUNTY OF SAN JOAQUIN JUNE 1997 <br /> �-•.'.. NONE DEPN MEM pr P em mR,, <br /> c— tip.. R-29 <br /> K I,;J E LD S E N _ RECLAMATION DISTRICT NO. 1614 <br /> S !Sl N N O C K y.,.; SMITH TRACT <br /> N hJ E U D E C K sAN JOAQUIN COUNTY <br /> HOGUE PUMP STATION PIPE REPAIRS <br /> Civil Engineers <br /> ri,d Land surveyors DETAILS <br /> �o�, <br />