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J <br />0 REP <br />M <br />WESTERLY R/W <br />CURVE NOTES y r �\ \\ THE REGENTS OF ' <br />A = 5°•58'-07' \ u5 ; \ THE UNIVERSITY — BRASS CAP <br />T a 61.12' 6 a OF WISCONSIN MONUIENL FOUND <br />L = 123.33 ; d � ; Z� �qa;!\�••'� � Y 381,746. 71 <br />R = 1183.921 \ k •,• X 2,159,357.01 <br />LC = 123.28' r^ • N .24, .4e <br />RECORDED AS <br />LCB = N 20-521-581 E \ v \ \ 'uft —Y 381.146.15 <br />\ \ PI 63+38.52_ X 2,159,361.11 <br />T.L. 63+21.34 <br />88.26' LT. ' <br />MADISON VIDEO REPAIR,INC.% \ <br />STA 61+28.19 \ INTERCEPTS <br />' SLOPE 1N <br />58.64' LT. \ ---_ --- ------ �-'------------------------ EXISTNG/W <br />---------------------------------------STA 60+50± -------- ------_-- <br />58.0't <br />LT. ,1 All <br />tos11* W, STA 61+28.33-�j- aRADIUS - 1146.0�END RELOCATION ORDER <br />51.10' LT. I.P. 77Tj�Ifi777T% <br />Tow OFEXISTING tf STA. 66+25 <br />JjJ1 Y 381,717.47 <br />X 2,159.51791�J%J1clTrplwDis+ <br />STA 61+67.33 10, r <br />193•-42'-W �' 26.51' AT. REBAR — — — — — EXISTING — — -- -- — — _ _ 11G Air f <br />STA 66+11.59 m <br />61n 1 <br />SIT LINEr TRAKsIt 1119 \ b \. <br />s ► 19STA 62+50± <br />a ; \� A ► \y 18 CITY OF MADISON 45.0't AT. <br />NEW R/W LIMITS STA 61+68.94! 1 \ L.N.E. FOR SLOPES <br />38.00' AT + ITA. © 61+61! 3990 SO.FT. ITEMP.) <br />T-13 1 MADISON NEWSPAPERS. INC <br />STA 60+35.32 <br />PI 61'TL' +22.11 \ 1 y\,, laj 50.0' t LT. <br />1 y <br />30.16' AT. REBAR \ \ \ y;�l CITY OF MADISON <br />+31.321 MADISON GAS B ELECTRIC CO. 14 SANITARY SEWER EASEMENT <br />\ 1 <br />Ri, C.H.E. FOR SLOPES \ \ 1' 1 Sa \ <br />1628 SO. FT (TEMP.) EASTERLY R/W <br />CURVE NOTES <br />1fNj \ SES t A c 25°i5' -44' <br />MADISON GASB ELECTRIC L0. , ly %,I P� i D = 40•06'-32' <br />R GAS MAIN EASEMENT \ \ A 1 T --321.01, <br />\\ 11 ;\ ly L = 631.03' <br />O ; i 1 ; ; \ R = 1394.39' <br />sP£R59 MADISON NE:VIrSPAPERS, INC. \ y ; 1 L. C. = 625.66' <br />L.C. B. -- S .120-511-471 W <br />"DED DESIGN'/ DRAFTING <br />�9 <br />_ — _ 36.22' AT. I.P. <br />�-- TRANSIT LINE <br />— <br />CURVE NOTES <br />PI 63+38.52 STA 65+00! <br />Y 381,453.19 45.0'± AT. <br />X 2.159.371. <br />A n ?8°-500'1-111 LIMITS OF EXISTING BICYCLE <br />11' <br />I <br />D _ 4°•00'-00' SLOPE INTERCEPTS PATH AND WALKWAY EASEMENT <br />T : 368.26' <br />L : 720.91' <br />R = 1432.39' <br />z • <br />S l <br />STA 66+18.48 / <br />38.00' AT. <br />STA. 66+251 <br />55.0' ± RT. <br />V�l <br />\ <br />4. <br />L <br />REVISION DATE <br />ROUTE COUNTY DATE <br />R/W PROJECT NUMBER <br />SKEET <br />11-20-85 <br />C.T.R. D DANE 7-28-85 <br />5992-2-80 <br />NtKR <br />2- 7-86 <br />911111111ft PROJECT NUMBER <br />rj 99L- 2 -$ Z.. 4„5 <br />SCALE.FT. GRID FACTOR <br />0 20 40 0. 999910 <br />1.5 <br />4724 -2DANE <br />CO. PROJECT NO. 671-4724 <br />J <br />0 REP <br />M <br />WESTERLY R/W <br />CURVE NOTES y r �\ \\ THE REGENTS OF ' <br />A = 5°•58'-07' \ u5 ; \ THE UNIVERSITY — BRASS CAP <br />T a 61.12' 6 a OF WISCONSIN MONUIENL FOUND <br />L = 123.33 ; d � ; Z� �qa;!\�••'� � Y 381,746. 71 <br />R = 1183.921 \ k •,• X 2,159,357.01 <br />LC = 123.28' r^ • N .24, .4e <br />RECORDED AS <br />LCB = N 20-521-581 E \ v \ \ 'uft —Y 381.146.15 <br />\ \ PI 63+38.52_ X 2,159,361.11 <br />T.L. 63+21.34 <br />88.26' LT. ' <br />MADISON VIDEO REPAIR,INC.% \ <br />STA 61+28.19 \ INTERCEPTS <br />' SLOPE 1N <br />58.64' LT. \ ---_ --- ------ �-'------------------------ EXISTNG/W <br />---------------------------------------STA 60+50± -------- ------_-- <br />58.0't <br />LT. ,1 All <br />tos11* W, STA 61+28.33-�j- aRADIUS - 1146.0�END RELOCATION ORDER <br />51.10' LT. I.P. 77Tj�Ifi777T% <br />Tow OFEXISTING tf STA. 66+25 <br />JjJ1 Y 381,717.47 <br />X 2,159.51791�J%J1clTrplwDis+ <br />STA 61+67.33 10, r <br />193•-42'-W �' 26.51' AT. REBAR — — — — — EXISTING — — -- -- — — _ _ 11G Air f <br />STA 66+11.59 m <br />61n 1 <br />SIT LINEr TRAKsIt 1119 \ b \. <br />s ► 19STA 62+50± <br />a ; \� A ► \y 18 CITY OF MADISON 45.0't AT. <br />NEW R/W LIMITS STA 61+68.94! 1 \ L.N.E. FOR SLOPES <br />38.00' AT + ITA. © 61+61! 3990 SO.FT. ITEMP.) <br />T-13 1 MADISON NEWSPAPERS. INC <br />STA 60+35.32 <br />PI 61'TL' +22.11 \ 1 y\,, laj 50.0' t LT. <br />1 y <br />30.16' AT. REBAR \ \ \ y;�l CITY OF MADISON <br />+31.321 MADISON GAS B ELECTRIC CO. 14 SANITARY SEWER EASEMENT <br />\ 1 <br />Ri, C.H.E. FOR SLOPES \ \ 1' 1 Sa \ <br />1628 SO. FT (TEMP.) EASTERLY R/W <br />CURVE NOTES <br />1fNj \ SES t A c 25°i5' -44' <br />MADISON GASB ELECTRIC L0. , ly %,I P� i D = 40•06'-32' <br />R GAS MAIN EASEMENT \ \ A 1 T --321.01, <br />\\ 11 ;\ ly L = 631.03' <br />O ; i 1 ; ; \ R = 1394.39' <br />sP£R59 MADISON NE:VIrSPAPERS, INC. \ y ; 1 L. C. = 625.66' <br />L.C. B. -- S .120-511-471 W <br />"DED DESIGN'/ DRAFTING <br />�9 <br />_ — _ 36.22' AT. I.P. <br />�-- TRANSIT LINE <br />— <br />CURVE NOTES <br />PI 63+38.52 STA 65+00! <br />Y 381,453.19 45.0'± AT. <br />X 2.159.371. <br />A n ?8°-500'1-111 LIMITS OF EXISTING BICYCLE <br />11' <br />I <br />D _ 4°•00'-00' SLOPE INTERCEPTS PATH AND WALKWAY EASEMENT <br />T : 368.26' <br />L : 720.91' <br />R = 1432.39' <br />z • <br />S l <br />STA 66+18.48 / <br />38.00' AT. <br />STA. 66+251 <br />55.0' ± RT. <br />V�l <br />\ <br />4. <br />L <br />