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d <br />CCO <br />0 <br />N <br />'0 <br />1-0 <br />0.20' <br />Depth of Cold Plane Pavement. <br />0.20' HMA Overlay <br />II s° <br />a <br />• <br />Limits of Cold Plane Pavement. <br />50 <br />II % <br />COURT <br />$ <br />See <br />Below <br />U kA VVfiLkauhU <br />L-+ <br />0 <br />o <br />0 <br />c <br />Existing Water Valve to be adjusted by others. <br />it <br />20' <br />rn <br />SC <br />II Const <br />Corrections By <br />No Charwe BY. <br />tuts t -►a -LL <br />---= <br />20' <br />0 <br />Existing Survey Monument Frame and Cover to be <br />,00 <br />G <br />�08 <br />adjusted to grade. See Sheet No. 6 for all locations. <br />_ <br />® <br />o o <br />n <br />+ <br />R&D Drainage <br />Pipe and <br />Q <br />I <br />5° <br />Q <br />I <br />Any using This Drawing uSho ld verity� <br />= <br />C)-,, <br />See Sheet No. 6 for all locations. <br />o <br />Z <br />0 <br />AN Iftwmation By Inspecting The Site Of Work <br />WILCOXrokeeROAD RES�I G <br />Sheet <br />O <br />NO <br />IIII <br />Existing Curb and Gutter <br />PLAN <br />North o <br />( Wilcox Road: Cherokee Road to 1,738 North of Cherokee Road ) <br />of 6° <br />° <br />cn <br />o > <br />N <br />J <br />J <br />0 <br />(Calloway Court: West End to Wilcox Road <br />U <br />to remain in place (Typ) <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />o <br />Q <br />U <br />Enrique SiCva <br />1/21 <br />u� �-� <br />1 /20/21 <br />'041 <br />/20/21 <br />Sta 15+45 to Sta 15+57 <br />(Lt) <br />R&R 12 LF of Curb and Gutter <br />OI <br />o <br />M <br />o <br />M <br />\ <br />o <br />WILCOX ROAD <br />110 <br />11 <br />13 <br />5D <br />1 <br />5 <br />UJ <br />0 <br />0 <br />X <br />O I <br />w <br />�6, <br />r-4'(Ty <br />$�T <br />(yp)Sta. <br />13+73 Wilcox RoadSta. <br />BEGIN <br />PROJECT <br />10+00 Calloway CouP) <br />0.20' <br />HMA Overlay <br />a <br />t:0/lst <br />Existing <br />Curb <br />and Gutter <br />o <br />a <br />J <br />) -o' <br />to remain in <br />place (Typ) <br />�\ <br />„Q� <br />q <br />R=52.5' <br />---____ <br />__ <br />___---_= <br />LEGEND: <br />,eq' <br />d <br />CCO <br />0 <br />N <br />'0 <br />1-0 <br />0.20' <br />Depth of Cold Plane Pavement. <br />II s° <br />a <br />• <br />Limits of Cold Plane Pavement. <br />II % <br />COURT <br />$ <br />0.00' N <br />9 <br />a <br />Existing Fire Hydrant to remain in place. <br />c <br />Existing Water Valve to be adjusted by others. <br />---= <br />0 <br />Existing Survey Monument Frame and Cover to be <br />G <br />�08 <br />adjusted to grade. See Sheet No. 6 for all locations. <br />�(Typ) <br />® <br />Curb Inlet Catchbasin to remain in place. <br />R&D Drainage <br />Pipe and <br />5° <br />Storm Drain Maintenance Hole to be adjusted. <br />Asphalt Concrete Ramp <br />See Sheet No. 6 for all locations. <br />Z <br />0 <br />WILCOXrokeeROAD RES�I G <br />Sheet <br />COUNTY OF SAN JOAQUIN <br />NO <br />SCALE <br />PLAN <br />North o <br />( Wilcox Road: Cherokee Road to 1,738 North of Cherokee Road ) <br />of 6° <br />(Calloway Court: West End to Wilcox Road <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Enrique SiCva <br />1/21 <br />u� �-� <br />1 /20/21 <br />'041 <br />/20/21 <br />