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6" <br />Eiti <br />MI <br />(TY p, <br />Li! <br />10" <br />See Note 1 Below <br />xsng <br />6" Pavement <br />ee <br />Ain <br />24" <br />-max <br />to a <br />min <br />relati <br />paction <br />of <br />...:S <br />} <br />—0„ \\ <br />gaundc <br />r \\ <br />6" <br />Com <br />layer <br />com <br />\� 90% <br />r <br />Compa <br />\� layer: <br />\\ Corr Con <br />to < <br />Campo <br />10” <br />min relative <br />ction <br />of <br />90%. <br />—_-- -- <br />_ <br />�/ <br />/2 �\ <br />Min <br />OD <br />OD <br />RIGID CONDUIT <br />Note 2 Below <br />pact in 12' maN <br />s to a min relaive <br />paction of 95% <br />r pavement and <br />1 <br />outside pavemeit, <br />ct in <br />24" <br />-max <br />to a <br />min <br />relati <br />paction <br />of <br />85%. <br />pact in <br />6" <br />layer: <br />min relative <br />ction <br />of <br />90%. <br />10" <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 />Working for YOU <br />!I O��I�i�IS II I1ll�OV lei lfll LaJ�ln 6����LS <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 <br />Min <br />fyp) <br />Dwg. No, j; -'fig <br />� <br />Min <br />Vor <br />\\ <br />r <br />OD+12 <br />OD <br />OD <br />10" hlin <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 />Working for YOU <br />!I O��I�i�IS II I1ll�OV lei lfll LaJ�ln 6����LS <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 <br />Min <br />fyp) <br />Dwg. No, j; -'fig <br />