Laserfiche WebLink
Note 1 <br />Min 6" Pavement -0�i 6" fi" Min <br />TYp) (TYp) <br />\z See Note 2 Below ., \ <br />3 0" Compact in 12" max \ 3'-0" <br />\� layers to a min relative �\ <br />? compaction of 95% ? <br />________ \� under pavement and -------- Var <br />Var—_----_ \ 90% outside pavement. <br />*,\ — \ Compact in 24" max j p �i OD+12" <br />\� layers to a min relative \ O <br />OD/2 \ compaction of 85%. <br />\ tea\ a\tea\ aV Compact in 6" layers <br />to a min relative <br />compaction of 90%. <br />10" Min 010" Min 10" Min 10" Min <br />+ 20" Min <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 />^YYrv"w uy. <br />TYPICAL TRENCH BACKFILL r�a� <br />xo. Riwi.un De.ox oe 1 Dou <br />�- COUNTY OF SAN 7OAQUlN <br />D�AR'IxIDMI OPPIIBIIC WOItK9 <br />Working for YOU Dote: DEC 201+ Std. Dwg. No. R-21 <br />