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50' A.C. <br />Trans. <br />0.25' A.C. <br />Q) <br />a� <br />o -0 <br />C) <br />■N I �#0 I <br />I <br />Conform I 32't <br />0.08' l <br />Ln <br />. *lye + <br />1St. 0 100' E.P. 00 <br />I Trans. E.P. — <br />N <br />N <br />37 N38 <br />N <br />N <br />E.P. <br />> <br />�r \ <br />LEGEND <br />MVariable <br />Depth Asphalt Concrete <br />o <br />■ Limits of Asphalt Concrete <br />Pavement Planing <br />o.00' Depth of Asphalt Concrete <br />BEGINNING 0 F� <br />PROJECT <br />Pavement Planing <br />L <br />0' 40' 80' <br />R Conform to existing Radius <br />o <br />SCALE <br />ALPINE ROAD RESURFACING <br />Sheet No. <br />COUNTY OF SAN JOAQUIN <br />SCALE AS SHOWN <br />PLAN <br />(S.R. 88 to Eight Mile Rd.) <br />E <br />3 of 6 <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER DATE <br />.] <br />CHECKED <br />DATE "TF') <br />DATE APP OV L ECOMMENDED <br />DATE <br />Carole J. Griffin <br />2/12/951 a�� � 12/20195 <br />/��S ,�� G „� <br />� <br />ACAD <br />Varole\ plon\alpine\ plan 1 <br />