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Note 1 Beloo, <br />Existing <br />(9 ' 6 �P❑vemen <br />yp) 1 6 6" Min <br />I _ <br />See Note 2 Below \�—\ <br />Compact in 12' max <br />layers to, a, min relative \ \ <br />i compaction of 85% -_-_-- <br />_______- \ and P pavement and \-- <br />VG r \-- - _ \ 90% outside pavement\ <br />o Compact in 24" may. \ \� <br />O \ layers to ❑ ruin relative <br />OD/2 �\ \� compaction of 857. <br />Compact in 6" layers \r i <br />to ❑ mm relative <br />compaction of 90%. <br />10" in -OD - -10" Min 10" Alin �— OD ^10„ Mill <br />+ 20" Min - 20 <br />RIGID CONDWT FLEXIBLE COINDUIT <br />NOTES: <br />1. New pavement shall be 1" thither than existing pavement, minimum_ <br />of'0.25 F. "New base shall be 1" thicker than existing base, rnin of 0:50 Et. <br />2. Select native material or imported granular material as approved by the Director <br />of Public Worl<s: 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 />methad 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-vvay with <br />Q 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 thespeoial provisions. <br />vvuxr -10c you <br />COUNT' OF SAN TOAD zwI <br />I DEPARTI= OF PUBLIC WORKS <br />Date: bm _2074 Std. Dwg. No. R-29 <br />