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Note 1 Below <br />6" Min <br />6" r �� Pavement 6" <br />in <br />R RIGHT OFWAY <br />(TYP) <br />1111110111::: 'T <br />; <br />(TYP) <br />CENTERLINE <br />r. <br />...�. ,,F • . .. 71.2 <br />See Note 2 Below <br />3'-0" <br />Compact in 12" max <br />3'-0" <br />DOC BACK OF SIDEWALK <br />layers to o min relative <br />❑ scop SIGN <br />---__--- compaction of 9570 -------- <br />_____--- <br />Vor <br />_--___-- under pavement and -------- <br />CSW CONCRETE SIDEWAY <br />Var <br />------ 90X outside pavement. <br />_ <br />EDP EDGE OF PAVEMENT <br />_ <br />— Compact in 24" max O <br />OD+12" <br />layers to o min relative <br />FENCE <br />OD/2 <br />compaction of 855. <br />Compoct in 6" layers <br />to a min relative <br />Call USA @ 811 <br />compaction of 905. <br />48hrs prior to start of work <br />10" Min <br />D <br />10" Min 10" Min <br />10" Min <br />,,,, <br />SAFETY NOTE <br />RIGID CONDUIT <br />+ 70" Min <br />FLEXIBLE CONDUIT <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 />0 3 year bond, when approved by the Director of Public works. <br />6. When shown by soil composition and compactability, ninety percent (90X) <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 />• � .rylwv.w "�' <br />TYPICAL TRENCH BACKFILL <br />Lloi Recision Deaa' lial <br />COUNTY OF SAN JOAQUIN <br />warnerMLNT0r rusLlCvw•Oxxs <br />worldag for YOU DOW.- OEC 2014 Std. Dwg. No, R-29 <br />WORK AREA WILL INCLUDE LANE <br />CLOSURE ON ROAD WITH VERY HIGH <br />TRAFFIC VOLUME. PLEASE PROVIDE <br />COMPLETE WORK AREA PROTECTION. <br />M.O.P REQUIRED <br />CATEGORY - 3 <br />FOLLOW PROCEDURES AS DETAILED IN <br />NORTHERN SECTOR PLAN FOR PROTECTION <br />OF UNDERGROUND AND BURIED CABLE <br />M.O.P. DATED <br />GENERAL NOTES: <br />1. CONTRACTOR SHALL REQUEST LOCATION OF <br />UNDERGROUND FACILITIES BY USA <br />2. CONTRACTOR WILL COMPLY WITH ALL <br />SAN JOAQUIN COUNTY REGULATIONS FOR SPLICE <br />PIT & SURFACE COMPACTION <br />3. CONTRACTOR WILL RETURN WORK AREA BACK <br />TO ORIGINAL OR BETTER CONDITION PRIOR TO <br />START OF WORK <br />4. MAINTAIN 48" MINIMUM COVER <br />