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G EP = U) <br /> 'I P o <br /> °) cn <br /> i <br /> Existing CG&S to <br /> remain in place (Typ) <br /> Const <br /> /O / 10 <br /> /o <br /> z j / LEGEND <br /> Depth of Asphalt Concrete <br /> Pavement Planing <br /> Variable Depth Asphalt Concrete Overlay <br /> EP ® Existing Water Valve Frame and Cover <br /> to be Adjusted by others <br /> 66' Existing Sanitary Sewer Maintenance Hole <br /> Frame and Cover to be Adjusted by others <br /> Existing Storm Drain Maintenance Hole <br /> 01,o�c h I� / Frame and Cover to be Adjusted to grade <br /> jo 111\ Existing Storm Drain Inlet to <br /> \ �\ Remain in Place <br /> O Monument Box to be Adjusted to grade <br /> ■ Limits of Asphalt Concrete Pavement Planing <br /> il Sta 10+00 Coquille Drive ��. ��P BEGINNING OF OVERLAY <br /> z = Sta 12+56f Oak Knoll Avenue <br /> P <br /> O <br /> COUNTY OF SAN JOAQUINNO SCALE PLAN BEAR CREEK TERRACE (WEST)/HILLSIDE DRIVE RESURFACING Sheet No. <br /> Coquille Drive (Oak Knoll Ave to Prospect PI) 3 of 14 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />