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6" Mi <br />(TYp) <br />3' <br />lT <br />10" <br />See Note 1 Below <br />Existing <br />6" Pavement <br />pact <br />V1in <br />It. <br />.Olt <br />Corr <br />\ <br />\ laye <br />\i <br />\\ <br />_ <br />_ _ <br />com <br />\ undl <br />or \\ <br />----- <br />—_-- —__ <br />\\ 90% <br />Com <br />la e <br />/2 �\ <br />con <br />Con <br />to <br />Corr <br />Min <br />OD <br />10" <br />OD <br />t LV IVII11 <br />RIGID CONDUIT <br />See Note 2 Below <br />pact in 12' mar <br />s to a min rela <br />paction of 95% <br />it pavement and <br />outside paveme <br />in 24" mar <br />i to a min relative <br />paction of 85%. <br />pact in 6" layer <br />i min relative <br />paction of 90%. <br />10" <br />It. <br />10" <br />(31 <br />tv <br />fyp) <br />ive \ <br />OD+1 <br />a \ r r\\r\\r\\ \\ <br />Min OD 10" f <br />OD <br />M <br />t LV Nllfl <br />FLEXIBLE CONDUIT <br />Min <br />2 <br />�" <br />NOTES: <br />1. New pavement shall be I thicker than existing pavement, minimum <br />of 0.25 Ft. New base shall be 1" thicker 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 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 />4. All existing pavement shall be neatly cut to line prior to trench excavation. <br />5. Jetting or ponding will be permitted within the street right—of—way with <br />a 3 year bond, when approved by the Director of Public Works. <br />6. When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />7. Special bedding and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 <br />Dwg. No. R'29 <br />It. <br />t LV Nllfl <br />FLEXIBLE CONDUIT <br />Min <br />2 <br />�" <br />NOTES: <br />1. New pavement shall be I thicker than existing pavement, minimum <br />of 0.25 Ft. New base shall be 1" thicker 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 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 />4. All existing pavement shall be neatly cut to line prior to trench excavation. <br />5. Jetting or ponding will be permitted within the street right—of—way with <br />a 3 year bond, when approved by the Director of Public Works. <br />6. When shown by soil composition and compactability, ninety percent (90%) <br />compaction may be used, when approved by the Director of Public Works. <br />7. Special bedding and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 <br />Dwg. No. R'29 <br />