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1 I 1 50' Trans. 0.25' A.C. Overlay 103' Trans. of X0 55' Trans. 0.25' A.C. Overlay <br /> N <br /> 1 \I I0 � 3 w ■ <br /> I II 1 0 <br /> f Conform Sto. 5+88 20'± <br /> �LN <br /> N <br /> w E D.DB <br /> v N <br /> IO \ o IN <br /> i \ 0 <br /> CL CONST. o N <br /> a <br /> i e $ na <br /> � � + New E.P. + � R + t <br /> L <br /> Exist. � Na <br /> 107 108 154 155 156 E.P. N d z <br /> N <br /> g L New E.P. ro .p R Sta. 155+72f C.C.T. Co. Railroad <br /> z /' + Crosssing No. 61-71.1 Rails to <br /> BEGINNING OF PROJECT $ be adjusted by C.C.T.C. coincident <br /> Rz 0.25' A.C. + with construction. <br /> a <br /> ��lA. C. Trans. -----,f-55' A.C. Trans. --- <br /> See Plan <br /> .� 30' Overlay <br /> 0 <br /> RAILROAD <br /> " CROSSING N <br /> Ti •o fi .a 1 20't Conform Sta. 4+00 <br /> Finish Grade o * * PROFILE I LEGEND <br /> Match New Rail Grade + + N 0 a a, Y <br /> (106.83) vii 3 n w + + 0+ + ® Variable Depth Asphalt <br /> w Concrete Overlay. <br /> z <br /> ee Detail A, P.4 � z � � Asphalt Concrete Widening <br /> 10.00 107.00 Y (0.50' deep) <br /> u, 106.80 —� 106.60 0.00 pavement Plth of aning lt Concrete <br /> p <br /> 1 <br /> • . 106.601 106.60 Limits of Asphalt Concrete <br /> !V p Pavement Planing <br /> 106.40 106.40 <br /> +so + o +80 +90 156+00 +10 +20 + +4o Conform to Existing Radii. <br /> m <br /> i Existing Surface Exist. Rail Elev. ® Q Grinding Plane Exist. Surface O. Place Survey Monument <br /> (106.50' Assumed) Frame and Cover. <br /> COUNTY OF SAN JOAQUIN NO SC&E I PLAN AND PROFILE PELTIER ROAD RESURFACING Sheet No. <br /> (state Route 99 to Bruella Road) 3 of 5 <br /> DRAWN BY I DATE I PROJECT ENGINEER I DATE I ICIE—C—KED-- DATE UBM ED DATE APPROVAL RECOMMENDED DATE <br /> OA*-i 0 1`f-14 I 4110 o2,1 i !1001,00Z <br />