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See Sheet 5 <br /> Sto. 12+13 <br /> a- I 14' 16' a <br /> �I <br /> LJ W Note: Concrete Pavement shall conform to <br /> c adjacent finished pavement elevation, <br /> N either existing or new pavement, <br /> X I 14' 16' +30 whichever is applicable. <br /> UJ <br /> I <br /> � I <br /> Q I <br /> O <br /> Sta. 63+00 Linne Road = I <br /> Sta. 10+00 Chrisman Road. +63 +63 <br /> Adjust Monument Frame and Cover 27. 27. '0' A-1- 0.21' A.C. <br /> Remove Existing o Trans. Overlay <br /> Remove Existing A.C. Dike—\ <br /> Dike �+ v <br /> N � � � -p � a d � Const. <br /> Existing E.P. 4' M _ 'o _ <br /> LINNE_ �_ ROAD ) o E.P. <br /> + <br /> - - - - - - - - - - - - - - - - - - r — - - <br /> N <br /> W M N N N Q) <br /> a C14L <br /> M 115' ing�Conc. Povement _ N6 <br /> oP0� 6 cE 9 12 + +0 P. 4 n <br /> E.P.—I <br /> ci o p ° o <br /> O N, <br /> Remove <br /> Remove ExistingA.C. Dike in o o, <br /> � Existing I 100' A.C. <br /> +38 25 22 +38 A.C. Dike Trans. <br /> Utility Vaults <br /> z (Quest Comm.) LEGEND <br /> I ® Variable Depth Asphalt Concrete <br /> -�7 V--pj (/) �� Concrete Pavement, Pavement <br /> a ® Repair (Type B) See Sheet 7 <br /> m of ui Li for details. <br /> zz Limits of Asphalt Concrete <br /> (� Pavement Planing <br /> X Depth of Asphalt Concrete <br /> BEGINNING OF PROJECT w Pavement Planing <br /> NI 16' Conform Conform to existing radii <br /> z I Sta. 8+30 R 9 <br /> COUNTY OF SAN J OAQ U I N No sc&E PLAN LINNE RD. & CHRISMAN RD. RESURFACING 3 eoet g. <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL R COMMENDED DATE <br />