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AEr- <br /> 0 0 <br /> :3 <br /> 0 <br /> -I <br /> 3-1 50' Trans. 0.17' A.C. Overlay <br /> 75' Trans. 3 <br /> Cn <br /> 25' Const. <br /> - <br /> 40' <br /> G-) 0) <br /> 016 Conform at Dike (Typ.) > E.P. 00 <br /> + <br /> Mo <br /> 0 <br /> 0 CO <br /> M <br /> z .... ... ......... ...... .......... . . ....... <br /> P. <br /> ...... ......... .......- <br /> ROO. <br /> SS <br /> > 101 1 14 15 17 <br /> 4h, -P, <br /> .. ......... ....- — — — — -------- <br /> L E-. <br /> M <br /> M <br /> D Conform at Dike (Typ.) ALFALFA E - <br /> STREET <br /> M <br /> END RESURFACING <br /> BEGIN RESURFACING <br /> See Sheet No. 5 for <br /> GRACE STREET Resurfacing <br /> M <br /> 0 <br /> Ch M <br /> z <br /> COUNTY OF SAN JOAQUIN NO PLAN LINDEN—FARMINGTON— RAtr <br /> SERRANCH ETrESoANCHO VILLAPESeeNo.SCALE Altteet to 200'± north arce Street) 8 of 22 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> PT -31,2010t, /e?-wd -7u,,;�, <br /> , 01&*� -44101Q 312E Ob <br /> 4:5�-�� <br />