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�^ O25' A.C. Overlay v <br /> Exist. P.C.C. Curb to Place Mon. F.&C. ,/ <br /> remain in lace. T n Refer to Sheet 2 /, <br /> p ( YP ) a for details. <br /> N N <br /> 0 10072,} 101 0 <br /> E.P. 50' <br /> 0.00 15'■ 0.25' A.C. Overlay 100' A.C. Trans. <br /> 121 I 0.08 Conform <br /> Y <br /> R & D exist. MBGR. E <br /> v a l Place 162.5 L.F. new MBGR. a <br /> !'I 37.5' ■ a <br /> Flare - 30' <br /> M <br /> o N I <br /> m + o m <br /> n + <br /> + Ci +O C <br /> rn + � <br /> 109 �.� 0 <br /> tiO xBA A' x/ Downdran <br /> O / <br /> o <br /> Y / <br /> 0 6 <br /> i <br /> F o / <br /> 1❑ Place Terminal System (Type ET) Test Level 2. <br /> w y See 1999 R.S.P. A77M for details. X. <br /> \��� I <br /> T \ <br /> zo / ❑2 Refer to S.P. D878 for details. •p <br /> 2 2 � \0 �\ <br /> �• Slope pavement to drain. <br /> mA <br /> < Q <br /> �—^ R & D exist. MBGR. <br /> 0 <br /> z Place 37.5 L.F. new MBGR. <br /> m COUNTY OF SAN JOA(�UIN NO SCALE PLANN. 99 FRONTAGE ROAD EAST RESURFACING sheet No. <br /> `� (Eight Mile Road to Armstrong Road) 7 of 10 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROV RECOMMENDED DTE <br />