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Note 1 Belovv <br />( yp)r� Pavement 6' <br />I 6" Min <br />Oyp) <br />See Note 2 Below <br />Compact in 12" max 011 <br />\ layers to, a. min relative r <br />_-- \ <br />under pavemen 9 and \-------- \ V❑r <br />var \\ — _ 90% outside pavement_ ^ \ <br />O Gomp❑ct in 24" mqx <br />\layers to a min relative \ O� \ OD+12" <br />OD/2 �\ \� compaction Of 85%. ' <br />Compact in 6" layers <br />ro ❑ mn1 relative <br />compaction Of 90%. <br />10" Min OD 1D" Min 10" Min C=OD - —10" Min <br />OD OD <br />+ 2D Min <br />20 Min <br />MGM CONDWT -FLEXIBLE COINQUIT <br />NOTES: <br />1. New pavement shall be 1" thicker than existing pavement, minimum. <br />of 0.25 Ft. 'Neve base shall be 1" -thicker than existing base, min of 0:50 Ft. <br />2. Select native material or imported grmiular material as approved by the Director <br />Of Public Works: Bclokfill 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 vaith <br />the- State of California, Dept. of Transportation Testing Manuals, ,zest <br />meiho-d No. California 216 or 231. <br />4. All existing Ravdment shall ha. nPnti u,,,. <br />- --r - e 'I ,U prior to L each excavation. <br />5. Jetting or ponding will be permitted v✓ithin 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 compectabl ity, nine] 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 thespecial provisions. <br />%Tam fea.- You <br />. IP -CAG TRENCH RAC PIED <br />COUNT.' OF SAN IoAQMV <br />DEFARTMEN OF PUBLIC WORKS <br />Dote: bCC.2014 <br />Dtvg. No. R-29 <br />