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I <br />1-3 'N' IN L. REO' D' , <br />GRATE ELEV.+970.6 ' <br />ELEV. DISCH.•967.83 <br />YMP T <br />vi <br />71.92 71 8 <br />7 A9 71.95 1 <br />y 0 I Sq'-I'eR.C.P CL. III <br />STOR700.N9 <br />SE ER DETAIL o s S.S.REO'D S-0.038% <br />(TO BBY OTH ERSI <br />� o <br />o ^ `72.29 7 .15 <br />� q i <br />p <br />1 <br />r N <br />590+75 59A 00.5 <br />972.53 972.39 <br />3 <br />I -3'N' INL. REQ, 0• <br />ELEV. •970.58 ��� •. _� <br />ELEV. OISCH.•967.73 \ - <br />:� 72.29 72 .15 <br />/� y 276'-30' R.C.P. C IT S.S. REO'0 <br />72,09 1 71. 5 <br />71.E 71� 8 <br />j 1 <br />Z4' �1 29' I ll!l I <br />CONST. LIMITS <br />1 Jl 0+47 NO, <br />0 MATCH EXIST. SURFACE <br />�ti R <br />REJ T <br />CURB B GUTTER <br />0 <br />85.45 84. 83 7 <br />_ 8 12 81. <br />85.62 84. 83.94 +40.23/.81. <br />J CONTRACTION <br />o JOINT <br />.97 <br />._... p9;o 1 <br />85.82 84,14 �O3 <br />• 83 B 81. <br />+37.90 <br />1 <br />h <br />966.06 - _ 9 .21 984.38 _ 983. _982.61 981. <br />584.50 +80 585 10 2 +35.10 +74.5 581 <br />1 <br />1 N , <br />82 8497 84,14 8346 82.37 81. <br />85.62 84.77 83.94 83.26 .l7 81 <br />SMSB 7 83.09 82 00 61 <br />_. 1P <br />Y <br />L E G E N D <br />EXPANSION JOINT <br />CONTRACTION JOINT <br />PROJECTe <br />BNEET <br />NUNBLR <br />TOT4L <br />cNcro <br />T017-2(44) <br />2.2 <br />�2 <br />I <br />I <br />1 <br />1 <br />I. <br />,I <br />,1 <br />t f <br />I , <br />1 I <br />11 <br />I 1 <br />1 - <br />1 <br />INTERSECTION DETAILS <br />n <br />F 0 R <br />V E'IR 0 NA AVENUE . I <br />PR0JEIICT T017-2(44) <br />DANE 'COUNTY U.S.H.151 i <br />i I <br />