Laserfiche WebLink
50'■ 0.17' A.C. Overlay 37' A.C. 154' A.C. Trans. 0.25' A.C. <br /> A.C. Trans. Trans. Overlay <br /> E E <br /> E o 0 <br /> 0 OtConst. <br /> C +I +I <br /> U <br /> EP 0 o o M Semaphore Standard <br /> + 0 <br /> + o EP EP <br /> z <br /> 04 <br /> M " <br /> a� <br /> 20 N 1 22 04 M 5 6 7 y <br /> EP C.C.T.Co. RR EP �n <br /> v <br /> EP� <br /> p ci v; Semaphore Standard <br /> C <br /> BEGINNING OF PROJECT ° Signal Control Cabinet Conform 2' from Rails <br /> L <br /> of <br /> 0.00' M� (O <br /> u� <br /> 0.10' N <br /> 12' 12' Conform 100' A.C. Trans. E <br /> o p O <br /> I C ■ <br /> c p <br /> +I 4 <br /> NI 3 I 0.25' A.C. Overlay 00 <br /> CtConst. <br /> R <br /> / 'Co <br /> w <br /> LEGENQ z° <br /> Depth of Asphalt Concrete a°'i M 232 r) 233 4 3 N <br /> 0.00 pavement Planing h +/ ti <br /> ® Variable Depth v <br /> '^ Asphalt Concrete 0 cw <br /> R Conform to existing Radii io <br /> Limits of Asphalt Concrete END OF PROJECT <br /> ■ Pavement Planing <br /> XO Survey Mon. <br /> a <br /> KETTLEMAN LANE RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN scuE PLAN (Wells Lane To State Route 88) 3 of 6 <br /> DRAWN BY DATE I PROJECT ENGINEER I DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE <br /> Jeff Ross 5/97t / f?,q7 5/s1 y y�/ �� f� ���l7 <br />