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N <br />v <br />m <br />M <br />z <br />0 <br />40 52', Sta 25+01 <br />Sta 25+11 <br />\ 16' 6' End Overlay <br />Conform EP <br />0 0.08' EP <br />Lo T .. .. <br />I ON 0.00' <br />-- Const <br />AC PLANING DETAIL Sta 11 +45 <br />16' EP <br />Valpico Road 43' 51'\ <br />------- Sta 25+20 <br />Sta 25+29 End -1--Sta�_----_-- <br />End Overlay <br />_ <br />6' 6' <br />i Con <br />to 10+00 <br />� <br />Sta. 13+20 EP 16' <br />Conform <br />C 0.08' <br />LC) or 00 <br />.. .. <br />AC PLANING DETAIL ' <br />I <br />a <br />County <br />EP End Overlay <br />Sta 13+2 Sta 13+61 Beginning EP 16' <br />of Overlay Sta 10+00 <br />Sta 20+01 (Leeward Way) Sta 9+60 <br />=Sta 10+00 (Leeward Court) Sta 12+75 (Hillview Court) <br />Beginning of Overlay =Sta 19+99 (Hillview Street) Sta 17+25 <br />End Overlay <br />Const <br />' U <br />IN • • • • 1 <br />Conform <br />AC PLANING DETAIL /' Sta 1 1 +50 I I� <br />i <br />`-�---- Sta 10+15 <br />'.Beginning <br />f Overlay i <br />44'— 42 ", ` i <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY I DATE I PROJECT ENGINEER DATE <br />=,I.,. (*�••• 616AZ "Nom 6/6/ <br />NO SCALE <br />CHECKED I DATE <br />EP �EP <br />A T A Const <br />Continue Planing <br />Through Intersection <br />Erb Way — — — <br />Sta 11+62- <br />16' 1+62- <br />16' <br />Sta. 10+ <br />Beginning of Overlay <br />Sta 9+78 <br />16' <br />(Existing Dike not shown on plans. <br />e Sheet No. 3 for Shoulder Details. <br />12+21 <br />12+20 <br />LEGEND <br />0.08' <br />Depth of Asphalt Concrete <br />Pavement Planing <br />Limits of Asphalt Concrete <br />Pavement Planing <br />R <br />Conform to existing radii <br />® <br />Adjust Existing Monument Frame <br />and Cover to final grade. <br />See Sheet No. 8 for Locations <br />and Quantities <br />PIAN IROAD DISTRICT 5 RESURFACING 2012 1S Sett Ngo. <br />