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311 <br />41 <br />\ <br />Adjust Monument <br />F&C to grade. (Typ.) <br />0.25' A.C. Overlay <br />M <br />O <br />Lo <br />o <br />........ <br />Conform 0.08' <br />N <br />M <br />M <br />M <br />312 313 <br />—103'± <br />50' <br />p <br />• <br />............ i 0.00' 15 <br />�1 40'± 0.08' Conform <br />I i I <br />II -C O 11 <br />U).� 11 <br />O L <br />m <br />50' <br />■15' 0.00' <br />........ <br />Conform 0.08' <br />24'± <br />0 <br />cn c <br />M J <br />0.25' A.C. Overlay <br />/ <br />D <br />Q <br />o <br />co <br />o---------- <br />o <br />w (o <br />`D <br />m � 332 85, 333 <br />80 <br />� <br />Z <br />w <br />w <br />M <br />Cn <br />50' <br />wco <br />0.00' 15"m <br />C <br />z <br />120'±1 0.08 Conform <br />IC: -0I <br />�7 <br />I O <br />< <br />0 <br />z <br />314 324 �o <br />I <br />Construct 15 L.F. A.C. <br />Low Dike (Type C). <br />Construct New SDI <br />Exist. C&G and — <br />PCC driveways to <br />remain in place. <br />0.25' A.C. Overlay <br />325 <br />0.25, <br />A.C-Over/Q. <br />32�-6----124' ± <br />Li <br />Li <br />co <br />I 4 <br />50' <br />■15' 0.00' <br />........ <br />Conform 0.08' <br />24'± <br />cn c <br />M J <br />col <br />Co <br />+ —4' ■ (TYP•) <br />10 co 351 -- cc <br />�0 352 <br />4 <br />4g A. <br />C. <br />trans <br />�O <br />c <br />2S �• c° <br />CY) o <br />^ o <br />o>' o <br />Taper Variable Depth Overlay <br />to 1" Depth along Rt. side. <br />END OF PROJECT <br />N <br />m COUNTY OF SAN JOA UIN NO SCALE PLAN N. 99 FRONTAGE ROAD EAST RESURFACING sheet No. <br />`� (300 N/0 Foppiano Lane to 600 S/0 Eight Mile Road) 8 of 12 <br />DRAWN BY DATE I PROJECT ENGINEER DATE CHECKED D,,//AAA�TE SUBMITTED f DATE APPROVAL ECOMMENDED DATE <br />J. M. Levers 8/00 --me1w �� �/ G � /� /O �eJ c <br />