Laserfiche WebLink
Note 1 Below <br />Existing -- <br />6 13 Min—►1 ► 6" r Pavement y <br />(TYP) f <br />\/ \ See Note 2 Below <br />3'-0 \\ Compact in 12" mar <br />o a <br />------ layers tin min % <br />\i compaction of 95% <br />\\ _ _ \ under pavement and <br />Var \ --- -- \� 90% outside pavement. <br />\ p — \ Compact in 24" max <br />\� layers to a min relative <br />OD,/22 compaction of 85%. <br />Compact in 6" layer <br />T to a min relative <br />compaction of 90%. <br />10" Min OD 10" Min 10" <br />RIGID CONDUIT <br />t zu min <br />FLEXIBLE CONDUIT <br />2" <br />lin <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 />Working for YOU <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBISC WORKS <br />Date: DEC 2014 <br />Dwg. No. R-'19 <br />( <br />ive <br />\\ 3'—( <br />� <br />\� <br />\/ <br />-- <br />Var <br />OD+1 <br />Min <br />OD <br />10" f <br />OD <br />t zu min <br />FLEXIBLE CONDUIT <br />2" <br />lin <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 />Working for YOU <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBISC WORKS <br />Date: DEC 2014 <br />Dwg. No. R-'19 <br />