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6�1FET TdTAL <br />. NUMeeR EMfiFTa <br />T017--2(44) 2.3 �Z <br />I <br />APPROX. LOCATION EXIST. 12•, S.S. <br />i <br />10'-12• R,C,P. CL-IIC S.S. REO'D- <br />CONNECT TO EXIST, 12• S.S. <br />1r <br />N 9 43 N 70' <br />595QU 59 H2.2 <br />595+00 M. H,-7 <br />O N <br />S.S. REO'0 <br />AS62'- 36• R.C. P, CL.. <br />.S. REO'0 <br />d -IS" R.C.P. <br />S.S.- REO' D <br />ilei! 595+676 I BIT, N <br />- <br />ip� 7 ,49 TO 56 l <br />969-74 <br />70.36 70 48S. % �=EXIST. INLET �X <br />OREMOVE AND REPLACE MAXIMIMUM OF <br />` RE'O �- URB A G TT R <br />ll! <br />!! ! <br />�If <br />rr- <br />75.60 <br />--- <br />75.97 <br />75 <br />75 <br />IS ,80 <br />32 74.97 <br />+ <br />79 0 73.76 <br />32 <br />�t <br />7797R.C.P. <br />.72.13 <br />7 <br />.49- <br />C,P, CLM <br />1 <br />- <br />1! <br />CL.MS.&REO'D S•0.0089A <br />NOTE: - <br />O6 <br />r r <br />LOCATION .OF M.H.'S 8 8 $-A MAY BE <br />7 .f7 <br />7552 <br />7W7 <br />ADJUSTED TO COINCIDE WITH JUNCTION <br />1 ;7449 6 <br />69 <br />75.4T <br />2 <br />+69.75 <br />1 a <br />- <br />.. <br />11r CONST. LIMITS <br />rr <br />A7'-15• R.O.P. <br />0^. <br />t <br />6 <br />FOOTINGS OF M.H.'S MUST BE SEPARATED - <br />N <br />97n, MATCH EXIST SURFACE <br />CL,III S.S REO' D $• 0.010% <br />! <br />r11 <br />r rl I <br />\'Y <br />30, <br />976.41 <br />,p <br />rD <br />�} <br />°44' E 974.20 <br />10 <br />12 F Dd NOT REMOVE CBG. <br />586+00 <br />+24. <br />437.9 <br />IN THIS R <br />BOOK TELEPHONE <br />DEPOSIT . BOOTH <br />! <br />3 <br />1 97003 <br />\EWIST <br />+25 <br />-_- - <br />-===� <br />_� <br />13-15• .GP <br />`»`T69�f <br />--: <br />,3 <br />Tp A9 <br />-7030 <br />1 <br />1 <br />-CONTRACTION <br />JOINT <br />7010 <br />APPRO%21 <br />4EEXIST,x <br />r <br />' <br />I.A. <br />6IT• OVER CANC' ,O <br />1170.020 <br />! r f <br />70' <br />SF M.N <br />N' <br />75 <br />75,17 <br />7 <br />EXl5 T. EXPpONNI <br />73 <br />S9 <br />! ! <br />50'-12°R. C. P. <br />CONTRACTION( <br />JOINT <br />�I i(970.64 <br />252p 595+87.81 <br />g9 38 <br />91T OVER <br />r/ r <br />�O� <br />N 60•44E+20 <br />97054 <br />l <br />970,6 I <br />CONST' 60"S <br />_ <br />t 51.3 <br />j +75 <br />_ <br />5954916 h <br />596CH EXIST <br />S.S. REO'0 <br />AS62'- 36• R.C. P, CL.. <br />.S. REO'0 <br />d -IS" R.C.P. <br />S.S.- REO' D <br />ilei! 595+676 I BIT, N <br />- <br />ip� 7 ,49 TO 56 l <br />969-74 <br />70.36 70 48S. % �=EXIST. INLET �X <br />OREMOVE AND REPLACE MAXIMIMUM OF <br />` RE'O �- URB A G TT R <br />ll! <br />!! ! <br />�If <br />rr- <br />75.60 <br />--- <br />75.97 <br />75 <br />75 <br />IS ,80 <br />32 74.97 <br />5' <br />79 0 73.76 <br />32 <br />7797R.C.P. <br />.72.13 <br />7 <br />.49- <br />C,P, CLM <br />1 <br />- <br />1! <br />CL.MS.&REO'D S•0.0089A <br />NOTE: - <br />O6 <br />r r <br />LOCATION .OF M.H.'S 8 8 $-A MAY BE <br />7 .f7 <br />7552 <br />7W7 <br />ADJUSTED TO COINCIDE WITH JUNCTION <br />1 ;7449 6 <br />69 <br />75.4T <br />2 <br />+69.75 <br />1 a <br />- <br />.. <br />rr <br />A7'-15• R.O.P. <br />0^. <br />t <br />! rr <br />FOOTINGS OF M.H.'S MUST BE SEPARATED - <br />N <br />CL,III S.S REO' D $• 0.010% <br />! <br />\'Y <br />976.41 <br />975 <br />76 9754 <br />�[ <br />°44' E 974.20 <br />93 <br />973,71 <br />586+00 <br />+24. <br />437.9 <br />- <br />+66.90 +9490 <br />509-10.80 <br />+25 <br />-N <br />)57 <br />-CONTRACTION <br />JOINT <br />0 <br />588+74 M <br />7W7 <br />75 <br />75,17 <br />7 <br />-H.-3 <br />7Z6,96 <br />73 <br />S9 <br />73.47 <br />50'-12°R. C. P. <br />+6 <br />05 <br />CLS.S. REO' D 5.0.0 4617 <br />276'-30_17.. P. <br />CL.dQ <br />75.97_ _ <br />L _ _ _ -75.32 <br />7497�� <br />74.42 <br />T3. <br />73 <br />9 <br />73.27 <br />+61. 67 <br />_ 5'_19• RCP f-1 r 7359 <br />73 <br />75.80 <br />--'- <br />73.10 -"` <br />C <br />P. CL. <br />AR <br />C,P, CLM <br />� <br />1! <br />NOTE: - <br />O6 <br />r r <br />LOCATION .OF M.H.'S 8 8 $-A MAY BE <br />lv! <br />ADJUSTED TO COINCIDE WITH JUNCTION <br />r <br />OF 2'x2 S.S. TO NORTH AND EAST- <br />M.H. 6 MUST BE LOCATED ON �_ OF 36" <br />1 a <br />R.C.P. TO THE EAST -CENTERS OF M,H,'$ SCALE:1 IN -•10 FT. <br />rr <br />8 B 8-A MUST BE AT LEAST 10' APART <br />t <br />! rr <br />FOOTINGS OF M.H.'S MUST BE SEPARATED - <br />LEGEND <br />W ru <br />r r% <br />'EXPANSION 'JOINT <br />J r lr CONTRACTION JOINT <br />OONST. LIMI t <br />0+82 SD, <br />MATCH EXIST. SURFACE <br />t <br />1 <br />1 <br />1 s3 Op C�•$ 1K <br />lra7r4 12 - `' o o <br />rllr g�_" <br />!r ! (jam_*/► -1 <br />ur <br />!I r N ! rI <br />PAVEMENT CONST. LIMITS O ! !r <br />0+49 SO, r u <br />MATCH EXIST. SURFACE r !1 <br />I ! 24-15" R. C. P, CLAII S.S. REO'DI <br />!� $=O_D22� J <br />f ! <br />I/ <br />rl I CAP. END OF 24"R.C.P, 11 <br />X11 (! 1 11 <br />l 11 <br />Ill <br />INT ER5E CT10N 'DETAILS <br />FOR <br />VE RONA AVENUE <br />P R O J E'CT T 0 1 7- 2 f 4 4). <br />DANE, COUNTY U.S.H.151 <br />