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0.25' A.C. <br /> Overlay <br /> _n 0 _LA _) <br /> Repair Shoulder Erosion Const. L4 W W G <br /> See Detail Sheet 7 0) 00 0) <br /> + w + + <br /> 0 <br /> cn 0 o cn <br /> H I+ FF <br /> Existing Irrigation Ditch Existing Irrigation Ditch <br /> _ s __ _.. _ Lm <br /> (D <br /> C <br /> D rn <br /> m o <br /> m 6, 341 342 343 366 367 368 <br /> 0 <br /> 0 <br /> 1 <br /> E.P. <br /> N E.P. <br /> i <br /> N y <br /> O n <br /> D <br /> 0.25' A.C. 100' A.C. <br /> F Overlay Trans. <br /> = m N. <br /> * > Existing Concrete Headwall P <br /> a m at Sta. 375+00 +(Lt.) W Const. 0 50' o <br /> I--, to remain in place. <br /> 00 <br /> OD <br /> IN n+i Repair Shoulder Erosion <br /> v <br /> 0 See Detail Sheet 7 a o L <br /> Existing Irrigation Ditch H <br /> I F 00 � o CO <br /> IQ LAI L4 <br /> + + O + <br /> Ln 0 <br /> CT <br /> J • - _ <br /> 0 r <br /> N G <br /> W <br /> 0) 377 378 381 382 � 383 N <br /> rt <br /> m <br /> E.P. � ` `� ''-� �� ;4•�`"r'�' �' '`���7,� END OF PROJECT <br /> m <br /> COUNTY OF SAN JOAQUIN NO SCS =PLA HOWARD ROAD RESURFACING Sheet No. <br /> (Middle River to Roberts Road) 6 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />