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Existing See Note Below <br /> Surface <br /> MISCELLANEOUS FACILITIES E.P. <br /> 0.30' Asphalt Concrete <br /> PAVEMENT REPAIR DETAIL <br /> Note: Width (4' minimum). B /�� Existing C.S.P. to <br /> Approximate dimensions used for estimating \ remain in place. <br /> purposes are available upon request. <br /> Dimensions and locations are subject to I <br /> change at Engineer's discretion. <br /> li � I <br /> A A <br /> EP <br /> ° NOTE: <br /> c - Conform ® E.P. ,� 8' Payment for placing PCC shall be paid <br /> for by the Place 36" Dia. Storm Drain Inlet <br /> n 1 item of work. <br /> n Existing C.S.P. to�� <br /> Conform remain In place. <br /> m End to be plugged ±12" <br /> Existing Width <br /> z - 9 - with Portland ♦,' <br /> g 12' Min. Concrete Cement. <br /> 3 m �Q <br /> PLAN B VIEW <br /> 0.30' Asphalt Concrete over shaped Contractor to clear, shape _ _ <br /> i and grade to drain all — B <br /> and compacted native material. �T <br /> o surrounding native material �j <br /> EP 12" Minimum from Grate / iceA Place S.D.I. Frame and hole at centerr of i Grate over formed Portland <br /> n all sides of S.D.I. / � Concrete Cement base and existing arch pipe. <br /> R Conform ® E.P. 8' / Collar. -- <br /> Conform A /, t6 <br /> Existing Width _ <br /> 2.. <br /> Merin. / / / d 18 y - Conform <br /> A TSP .E J-�J-�J-� ',-� 'r _ — —� , <br /> f Variable depth Asphalt. Concrete Existing 24"x18" <br /> OG A over existing paved driveway. SECTION B—B SECTION A—A Arch pipe to remain. <br /> TYPICAL DRIVEWAY DETAILS 36" DIAMETER STORM DRAIN INLET DETAIL <br /> zR = Conform to Existing Radii. Stu. 115+57 (19.5' Right of Centerline) <br /> L — — — — — — — I <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS MURPHY ROAD RESURFACING Sheet No. <br /> (Milgeo Avenue to River Road) 9 of 11 <br /> DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED ,✓1 DATE gPPROVAL RECOMMENDED DATE <br /> /`.X- 101-3 �9..4 T.[une 1-1-3 l°/w/dj <br />