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6" Mi <br />(Typo' <br />Q <br />10" <br />See Note 1 Below <br />Existing— <br />6" Pavement 1lk <br />Mill <br />24" max <br />to a <br />min relati <br />paction <br />of 85%. <br />pact in <br />6" layer; <br />min relative <br />paction <br />of 90%. <br />\ S <br />tive <br />V <br />—011 �\ <br />Com <br />--- <br />— <br />\i OD+1 <br />\� layer <br />\\ <br />-------- <br />r com <br />\� undE <br />or \\ <br />_-- --_ <br />\� 90% <br />Com <br />\� la er: <br />corr <br />/2 <br />Corr <br />to ( <br />core <br />Min <br />OD <br />10" <br />ODjr.0 <br />RIGID CONDUIT <br />�e Note 2 Below <br />pact in 12' max <br />s to a min rela' <br />COMM of 95% <br />r pavement and <br />outside pavement. <br />pact in <br />24" max <br />to a <br />min relati <br />paction <br />of 85%. <br />pact in <br />6" layer; <br />min relative <br />paction <br />of 90%. <br />Ain 10" <br />T LV IVI I11 <br />FLEXIBLE CONDUIT <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 />Working for YOU <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF P[IHLIC WORKS <br />Min <br />YP) <br />2" <br />Nin <br />No. Revision Descri tion Date <br />DEC 2014 Std. Dwg. No. <br />� <br />�/ <br />\ <br />✓e \\ <br />> \ <br />Min <br />tive <br />V <br />--- <br />— <br />\i OD+1 <br />.\r r\\rf 0 \\ <br />OD <br />OD <br />10" h <br />T LV IVI I11 <br />FLEXIBLE CONDUIT <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 />Working for YOU <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF P[IHLIC WORKS <br />Min <br />YP) <br />2" <br />Nin <br />No. Revision Descri tion Date <br />DEC 2014 Std. Dwg. No. <br />