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i <br /> O <br /> 50' A.C. <br /> 0. 15' A.C. <br /> � 0 Trans. <br /> 3 + <br /> p 15' <br /> fi <br /> 0 i o <br /> Existing curb to r <br /> o remain in place C Const. 16' 16' <br /> 3 ' * E.P. <br /> � R <br /> 0 <br /> N o <br /> rn � CO w �' <br /> 0a <br /> fi p 2 3 4 <br /> S w Sta. 5} n <br /> FZ -H <br /> �a I E.P. �* — <br /> tf � <br /> o <br /> n <br /> Existing C. & G. to <br /> is\ remain in place. dy 2 <br /> Tror)s C, 0.30' A.C. <br /> a`, m L0 <br /> .0 n O + <br /> o <br /> E.C. Sta. 6-45± �^ * `� Const. <br /> 3 o E.P. <br /> *� _ _ _ _._ _. __ ._ _. _ _ _ �� N <br /> � � N N <br /> BEGINNING OF PROJECT - -- _ _ _. _ _ _ d Broadway <br /> N 12 N <br /> Ave. � -° <br /> _ _ \ E.P. <br /> *p 16' 16' �o <br /> 15o-^ <br /> o <br /> 3 \ <br /> \\ <br /> O PG' �15� II <br /> 00 1 rN <br /> 0.30' A.C.--\, 100' Transition 0.30' A.C. 0.30' A.C. \\ �\ 00 <br /> Var. Depth A.C. <br /> 20 0 <br /> ■50' 1 � � <br /> 10 0 00 .�¢ ,� \ o <br /> 0 0 0o cli 0) ./l # � « S O <br /> cc 0111< <br /> + See + ++ Const. <br /> N Note N Const. n Existing C. & G. to Conform <br /> I� <br /> o o ■d' remain in place. - % "` ».•°"® . ^� �\ <br /> E.P. o E.P. E.P. – – 'm, •'•`Y`•®• \�\� " <br /> •R 4YBR860R•MI.RR•6,RRRRR'6R«#,tltl,RY6RR;y Y00i•Ry,•8• RRtl9R 9YY9R4W®e®YY..... NpYYMR3•Y#RaR«'Y^ <br /> N N 0.00' C) N " R\A.® <br /> N 25 27 28 i� 50 N 51 N o 2 ® 53 0 54 ••,"YYR,R•R•#• m4' <br /> N 4 iNB Y46^R30>8#@6 O•..b Yk F".tl R.RY4Y£Y4R MY&Rd C. YR9¢ONBM1EOPY"P®YY. f..6•"' — 2' 4 .1 0 <br /> E.P. E.P. � �_ <br /> Conform to Rails E.P. <br /> 1 x <br /> + + ■� Conform + Existing A.C. Dike to \ <br /> 01 n ZExisting C. & G. to ro remain in place. 1 K <br /> remain in place. o <br /> a \ �o <br /> cn .� <br /> Note: Existing A.C. shall be planed and 25' E.P. Note: 3 <br /> new A.C. placed between rails. LEGEND Trans. Refer to Sheet No. 2 & 4 <br /> for Planing Details. <br /> Variable Depth Asphalt Concrete <br /> * R Conform to Existing Radius END OF PROJECT <br /> X <br /> ■ Limits of Asphalt Concrete Planin w <br /> 0 <br /> 0.00' Depht of Asphalt Concrete Planing w <br /> z <br /> EFILE <br /> BY DATE <br /> PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVED DATE SHEET TOTAL Iwo <br /> 9-21- '' // 9/s „ /� C LINTY OF SAN JOAQUIN Scale: No scale PL141� PROJECTBROADWAY RESURFACING N0SU /yo Low f 4zaJ9e �nrtL r/y�, /r�/w �9� Fremont Street to Waterloo Road <br /> AME DRAWER SHEET NO. 'ACAD <br /> s B 332 c: br,,d,, sheet4 <br />