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66' A.C. <br /> Trans. <br /> ■ <br /> 5. 0.25' A.C. Overlay <br /> a <br /> M <br /> O+ � � Const. <br /> 5' Var. <br /> o �"7 Conform <br /> 2 iv —'� fSee Profile Below EP <br /> N N N <br /> N 2 3 4 Z01 <br /> R EP <br /> OF PROJE <br /> Place Survey Mon. <br /> Frame & Cover. <br /> Refer to sheet 7 for <br /> station and other <br /> locations. Refer to <br /> Countywide Improvements �<o <br /> Standards No. CW—M1 for �Q <br /> details. <br /> Const. <br /> 0.25' A.C. Overlay <br /> � D <br /> a EP <br /> N <br /> i� 5 7 12' <br /> o m zi <br /> EP 7 Conform <br /> w D Sta. 4+74 �� p ^ 00 <br /> m Existing crossdrain + + + <br /> to remain in place. 10 N a to <br /> II EGENp O o Conform to Existing <br /> o 7N A.C. Gutter Flowline. 0 Conform to <br /> w Variable Asphalt Concrete Leveling fn fn Existing <br /> f ____ Existing crossdrain Natural Ground <br /> A Variable Depth Asphalt Concrete Overlay - <br /> 0.00 Depth Asphalt Concrete Planing <br /> p Existing Driveway Surface Left Gutter Grade <br /> ■ Limits Asphalt Concrete Planing <br /> i <br /> Wj <br /> R Conform to Existing Radii Now _ <br /> — Sta. 2+00 to Sta. 5+00 PROFILE — LEFTSta. 2+00 to Sta. 5+00 PROFILE — LEFT GUAR <br /> 4 '� " Direction of flow — Left Gutter Grade Note: Gutter Grade is a straight grade <br /> Z see shoulder detail sheet No. 2 from conform points to flowline <br /> of crossdrain. <br /> 1111 lop <br /> COUNTY OF SAN JOA UIN FAIRCHILD LANE RESURFACING Sheet No. <br /> Q No scAl_E PLAN (State Highway Route 88 to Beecher Road) 3 of 7 <br /> I <br /> Drawn By Date Project Epqineer Date Checked Dote <br /> m -/Submitted Date Approv I Recommended Late <br /> O'omT1� fvvuna 2/98 359 '�s/98 %I'�IlUU/a 5l� <br />