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See Note 1 Below <br /> Existing- <br /> 69f Min 6 — Pavement 6" I-c-•=6" Min <br /> (Typ)I r <br /> (lyo) <br /> 3,� „ \� See Note 2 Below \\ \\ <br /> 0 Compact in 12" max _ \\ 3'-0" <br /> layers to a min relative '\ <br /> r'ion >a--____— com acnd \ -------- <br /> \ VarandPpavement <br /> 90% Outside pavement- <br /> /X <br /> 00 Compact in 24" max �_ O \ OD L12" <br /> \� layers' to a rein relative <br /> OD/2 compaction of 85%. \� <br /> Compact in 6 layers <br /> r to a min relative <br /> compaction of 90%. <br /> 10" Min— D —10" Min 10" Min —OD - 10" Min <br /> OD OD <br /> + 20" Min 20 Min <br /> RIGID CONDUIT FLEXIBLE CONQUI.1 <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 gran-ular 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 compact ability, 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 /> Approved by: <br /> 41. <br /> IPCAL TGABACK <br /> No. Revision Descri tion Date <br /> , ..y COUNTY O.F SAN JOAQUEV I <br /> _L'fms DEPARTMENT OF PUBLIC WORKS <br /> -warfor YOU Std. Dw <br /> Date: DEC 201 g• No. R-29 <br />