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6" Min <br />(TYp <br />3 <br />CSI <br />10" <br />See Note 1 Below <br />Existing <br />6" Pavement <br />� <br />Ain <br />24" max <br />to a <br />min relati <br />paction <br />of 85%. <br />P in <br />6" layer; <br />min relative <br />0 \\ <br />\ <br />of 90%. <br />S <br />Corr <br />Jaye, <br />\i com <br />und( <br />90% <br />Com <br />\layer: <br />\\ Con <br />Corr <br />to c <br />Corr <br />10" <br />— <br />or \\_—_-- <br />—_ -\\ <br />/2 �\ <br />Min <br />OD <br />OD <br />r Ga min <br />RIGID CONDUIT <br />se Note 2 Below <br />PC in 12" max <br />s to a min rela ive <br />paction of 95% <br />r pavement and <br />outside pavemei <br />P in <br />e <br />24" max <br />to a <br />min relati <br />paction <br />of 85%. <br />P in <br />6" layer; <br />min relative <br />paction <br />of 90%. <br />10" <br />6.. 6'. <br />3'—( <br />-------- \\ Var <br />i <br />�\ O \i OD .12" <br />\\ \i <br />Min OD 10" Min <br />OD <br />rt GV IViln <br />FLEXIBLE CONDUIT <br />NOTES: <br />I. New pavement shall be 1" 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 Std. Dwg. No. <br />rt GV IViln <br />FLEXIBLE CONDUIT <br />NOTES: <br />I. New pavement shall be 1" 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 Std. Dwg. No. <br />