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Conform ® E.P. Refer to San Joaquin County <br /> Structural Section Standard Drawing No. D-16 <br /> Finished Grade Finished Grade for Frame and Grate details. Mortar <br /> 8 18"0 Grade Rings <br /> RCP CL III ci Mortar <br /> Existing Width <br /> 12' Min. <br /> 0.30' Asphalt Concrete over shaped <br /> and compacted native material. 12"0 <br /> Sta. 71+27 (Rt.) Portion of existing concrete <br /> 6"-8"0 drain hole <br /> driveway from edge of pavement to 8' beyond <br /> shall be removed. Concrete shall be saw cut to <br /> provide a neat and straight conform line. �oIN O _ 6" <br /> TYPE D 12" D.D. 12" —� 12" O.D. 12" � � 1 lie"x Sia" <br /> Mortar (Typ) s�asf--- Clean Crushed <br /> Conform ® E.P. O.D. + 24" O.D. + 24 Rock Sump <br /> �2'�� <br /> WITHIN PAVED ROADWAY AREAS OUTSIDE PAVED ROADWAY AREAS STORM DRAIN INLET <br /> 1p 8, <br /> ® 95% Relative Compaction <br /> (Structure Backfill Material) <br /> i <br /> Conform 90% Relative Compaction <br /> (Select Native Material) <br /> Variable depth Asphalt Concrete TRENCH BACKFILL DETAILS LEGEND <br /> 3 over existing paved driveway. ® Variable Depth Asphalt Concrete Overlay <br /> i <br /> TYPE E 0.00' Depth Asphalt Concrete Pavement Planing <br /> 3 <br /> „ u» ■ Limits Asphalt Concrete Pavement Planing <br /> TYPICAL DRIVEWAYS t �l R Conform to Existing Radii <br /> 0.10 <br /> Intersecting Road "W"X �N <br /> Wells Lone 24' 33' 0.00 See Note Below <br /> z Curry Ave. (North) 20' 27' •• • LO o Existing <br /> Curry Ave. (South) 23' 41' X , Surface <br /> Tecklenburg Rd. 21 ' 23' <br /> m Vintage Rd. 21 ' 21' — <br /> Z! Alpine Rd. (North) 23' 35' <br /> a Alpine Rd. (South) 27' 36' <br /> Locust Tree Rd. (North) 24' 32' 60' Wells Lane 0.50' <br /> Locust Tree Rd. (South) 23' 28' 75' Curry Avenue (North) Asphalt Concrete <br /> Tretheway Rd. 21' 27' 80' South Road Alpine P (South) Note: Width, length and locations to be <br /> rn determined by the Engineer. <br /> TYPICAL INTERSECTION PAVEMENT REPAIR DETAIL <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS KETTLEMAN LANE RESURFACING Sheet No. <br /> (Wells Lane to State Route 88 5 of s <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED c�DATE SUBMInTED DATE COMMENDED DATE <br /> Jeff Ross 5/97 /Z2l97 lax- *P4 yzWy-7 � ��4117 7l-7 <br />