Laserfiche WebLink
S <br /> E.P. heel Tee <br /> 1'0 <br /> 119100y 70 <br /> 0.25' A.C. Overlay <br /> E.P. <br /> lace Terminal <br /> Sectio(Type A) <br /> P p Q x <br /> g ~ ♦ °Df'a / / CE Const. <br /> Ile o00 2j, �pP <br /> + <br /> u � � E . R R <br /> 8 <br /> 8 n 11' 11' i N 99 11' FRONTAGE 163 (ye°ocstt°c <br /> =' 153 154 161 162 +21.5) <br /> 11' 11' i 11' 3'( <br /> z <br /> CO P. <br /> 0 00 <br /> Existing earth swale to remain. o O1 cli LExisting Fence <br /> (Sts. g earth to Sta. 1 renno , Rt.) y + <br /> to Remain (Typ.) <br /> R & D 37.5' MBGR <br /> Place Terminal System (Type SRT) <br /> Existing Storm Drain Refer to 2002 S.P. A77L <br /> Catch Basin to remain <br /> t <br /> 42 Spaces ® 6'3" (Typ.) <br /> �J w/ 6" X 8" D.F. No. 1 Posts & Blocks <br /> J F <br /> Cost for R & D 37.5' MBGR shall be considered as included <br /> in the unit price paid for Terminal System (Type SRT) <br /> z <br /> O <br /> COUNTY OF SAN JOA UIN No SCALE PLAN N 99 FRONTAGE ROAD (W) RESURFACING Sheet No. <br /> Q Peltier Road to Liberty Road 9 of 15 <br /> DRAWN BY DATE PROJECT ENGINEER I DATE ECKED DATE APPROVAL RECOMMENDED DATE <br />