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�Z <br /> .�A 0.25' A.C. Overlay 50' A.C. 0.21' A.C. Overlay 5' A.C. <br /> Trans. Trans. <br /> I c I <br /> I J I <br /> I I <br /> 21't Conform <br /> 0.08 j N <br /> Sta. 265+58(4'Lt.) �; <br /> d M040.00 Adjust M.H. Frame 3 <br /> U . & Cover to grade. <br /> LO � <br /> � 4- OL Const. o <br /> + + <br /> 15' / tn <br /> 04 <br /> E.P. v o 0 o E.P, p o f <br /> 3 N 3 N o <br /> -H <br /> 8 io 265+00V266+ 267+00 +50 io io 317+00 <br /> M <br /> 1p <br /> is <br /> 3 ' <br /> � ` <br /> E.P. w I E.P. +1pEnd Widening 0 <br /> Sta. 317+60t nAdjust Survey Monument (TYP') 0 <br /> Frame & Cover to gradeao N END OF PROJE2 <br /> M 120'± 1 Conform spM. <br /> y <br /> Cal <br /> o ri 9 <br /> I � I <br /> No. 21258 <br /> * <br /> EV. 9-30-97 <br /> ATF CIv1 <br /> o r7F CA01 <br /> z _ <br /> DAVI <br /> RSUIIACN <br /> Q hArmstrong Rooad to EState Rou)eG12) S4 of 5a <br /> COUNTY OF SAN JOA UIN N� SCALE PLAN <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE =;7;,RECOMMENDED DATE <br />