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i <br /> N <br /> 50' A.C. 40' A.C. o 1 <br /> I Trans. Trans. + 1 y l <br /> 5' 0 <br /> t ; o <br /> Const. <br /> 25-w. ; 3 1 <br /> o O. Const. <br /> to o <br /> o E.P. E.P. o f <br /> Central California Traction 1 m , <br /> ,Q o Company Railroad �1 <br /> o <br /> II to d l <br /> O 0 2 O O 46 O N <br /> rn / � E.P. N 0.00 P l � - - - - - - <br /> a' /o ZE.P. <br /> z + Conform p,pg 35't Overlay shall conform <br /> 04 ' o to rails. <br /> 1 o <br /> E t <br /> 0 I 1 <br /> 1 ; < <br /> ro m 0 ' <br /> 3 n <br /> m BEGINNING OF PROJECT END OF PROJECT <br /> D LEGEND <br /> M <br /> M <br /> ® 0.08' Asphalt Concrete <br /> M <br /> ® Variable Depth Asphalt Concrete <br /> �M ■ Limits of Asphalt Concrete <br /> z Pavement Planing <br /> 0 <br /> 0' 40' 80' 0 00 Depth of Asphalt Concrete <br /> SCALE Pavement Planing <br /> R Conform to existing Radius <br /> to <br /> 0 <br /> z <br /> 0 <br /> M COUNTY OF SAN JOAQUIN SCALE AS SHOWN P HILDRETH UNE RESURFACING sheet No. <br /> No. 99 Frontage Rd. to Alhambra Ave. 3 of 5 <br /> /I Drawn By Date (Project Engineer Date Checked Date Submitted JDate rovaVR99mrnended Date <br /> l x/93 U� `I�it/93 kQAM 4vSu b/Isg3 and /�s U(`1¢ <br />