Laserfiche WebLink
10" Min <br />+ 20" Min <br />RIGIQ CONDUIT <br />ee Note 1 Below- <br />-Existing <br />Pavement \10) <br />mpact in 12" max <br />yers to a min relaimpaction of 95% <br />der pavement and <br />% outside pavemer <br />yers to a min relatiompaction of 85%. <br />ompact in 6" layer:o a min relative <br />ompaction of 90%. <br />" <br />" <br />\\ 3'—( <br />ive �\ � <br />\ _-------- \ Var <br />�e OD+1 <br />r <br />vlin OD 10" N <br />OD <br />+ 20" Min <br />.1= LEXIl3LE UUNDUIT <br />NOTES: <br />1. 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 />Waxking for YOU <br />TYPICAL TRE�9�H �A����Ila <br />COUNTY OF S'AN TOAQUIN <br />DEPARTMENT OF PUBLIC WORI{S <br />Min <br />fyp) <br />2" <br />in <br />Date; DEC 2014 Std. Dwg. No. R�29 <br />.1= LEXIl3LE UUNDUIT <br />NOTES: <br />1. 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 />Waxking for YOU <br />TYPICAL TRE�9�H �A����Ila <br />COUNTY OF S'AN TOAQUIN <br />DEPARTMENT OF PUBLIC WORI{S <br />Min <br />fyp) <br />2" <br />in <br />Date; DEC 2014 Std. Dwg. No. R�29 <br />