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<br />CURVE DATA <br />CHORD BEARING <br />N 65'43'30. E <br />N 77'49'30. E <br />N 82'42'29. E <br />N 70'19'58. E <br />N 80'09'30. E <br />N 24'58'13. W <br /> <br />UN~ TABLE <br />NUMBER BEARING <br />L1 S 89'48'00. E <br />L2 S 04'06'00. W <br />L3 N 87'46'00. W <br /> <br />-1 <br />I <br />II I <br />-1 <br /> <br />DISTANCE <br />10.80' <br />52.45' <br />33.28' <br /> <br />o 100 200 <br />~ <br /> <br />SCAlE: ONE INCH = ONE HUNDRED FEET <br /> <br />CHORD <br />116.00 <br />171.45 <br />104.31 <br />68.10 <br />238.66 <br />310.54 <br /> <br />NUMBER CENTRAL ANGLE <br />C1 48'56'55. <br />C2 24'45'01. <br />C3 14'59'04. <br />C4 09'45'58. <br />C5 29'25'00. <br />C6 44'30'26. <br /> <br />0> <br />;l' <br />"U <br /><<> <br />I') <br />N <br />Cll <br />0 <br />I <br />0 <br />0 <br />a. <br />;:, <br />E <br />:J <br />"U <br />C ~ <br />Cll <br />"U lrl <br />"U <br /><( ~ <br />"U II <br />c 1-1 <br />0 <br />0 <br />Cll <br />(fl <br />./ <br />+' <br />0 <br />a.. <br />0 <br />"U <br />C <br />0 <br />c..> <br />./ <br /><<> <br />r<) <br />N <br />Cll <br />c..> <br />./ <br />Ul <br />+' <br />0 <br />Cll <br />.~ <br />0 <br />... <br />;? <br /> <br />RADIUS <br />140.00 <br />400.00 <br />400.00 <br />400.00 <br />470.00 <br />410.00 <br /> <br />ARC <br />119.60 <br />172.79 <br />104.61 <br />68.18 <br />241.31 <br />318.49 <br /> <br />>1 <br />lrl <br />1-1 <br />zI <br />~ <br />Q <br />C4 <br /> <br />..--r- I <br />..-/~ \ \ <br />I .Q.!.LI.L.QI ~ ~ \ i1. \ LQ \ <br />I- \ - T -,-(" \ ~ \~~ .-\ _ .-1 <br />I \\~~~'<>- \ I \ Z \ /..- ------- <br />4 \ ~ I 2. \ ~~ 9- >- ~ C~ _ _ <br />I ~ \ \ I _ ~ ~ ~ ,rfi~ <br />f'. .-1- --L- ~"l-1 .. <br />'" \..-/ _~ ~ ~fJ~()-:J <br />I '" ;>- /' ~ L1 ~_C2-~C" <br />'" I ':t; C\--;/,JI0(-~ cr <br />"-... 2. /6' ~/ <br />~O ~ / ,\<b .~/' <br />'\ "RV /$>;'~~ <br />" -;.'/ <br />"-... -( <br />i \ <br />~ ,,\ "" <br />I ~7" "\\ \ <br />r \ \\ \ <br />I \ \ ,,\ <br />l \ \\ 0.\ <br />I ~ ~ ~ '<>- \ \\ \ <br />r---\ \\\ <br />~ I " \: \\ <br />::'w~ I 1-\ II d ~ <br />00 01 I <br />ffi ;;: :::; I ~ 4\ .~I <br />~:Z~ --I I ~ '" O. <br />O<oz 1-\ VI 0"" <br />~~~ I --I n1 ;?I~ <br />~i; I ~ I : I ~I~ <br />8.~ I _ ..J_ ~Io' -~ - - ->,,-->0: - <br /> <br />in U - E. .I..-y E. J:i..J. E. M. <br /><0 ~ -- <br />--- <br />N87'16'50.E ~.1~ - - <br />- - 1 ~2'~0 ;- .L AN Q S. - <br />68.00' <br /> <br />-- <br /> <br />~ <br />Q <br />Q <br />i:I <br /> <br /> <br />74.7' <br /> <br /> <br />q <br />,. <br /> <br />'", <br />" <br />'" <br /> <br />Q <br />1-1 <br /> <br /> <br />~ <br />. <br />"'N <br />!'iN <br />N . <br />...GO <br />..... <br />NN <br />o <br />Z <br /> <br />w <br />b 34.8' <br />o <br />in <br />r <br />o <br />o <br />Z <br /> <br />40 <br /> <br />41 <br /> <br />PHASE UNE <br /> <br />~~ <br />-,J-\. ""~ <br />9" <br />~..<S, <br />'5 '!P>'S <br /> <br />42 <br /> <br />zI <br />Q <br /> <br />43 <br /> <br />~ <br /> <br />,. <br />.0 <br />.... <br /> <br />1-1 <br /> <br />~ <br /> <br />~l <br /> <br />~ <br />~ <br />41 <br /> <br />PHASE 1 <br /> <br />51 50 49 48 <br /> <br />47 4S 45 44 <br /> <br />10 <br />'1 34 8' <br />'" . <br />GO <br />N <br /> <br />PHASE 2 <br /> <br />9 <br /> <br />10 <br /> <br />11 <br /> <br />17 18 19 20 <br /> <br />1.3 14 15 16 <br /> <br />12 <br /> <br />180.26' <br />- 587"16'50.W 656.66' <br /> <br />R.Q.AD. <br /> <br />82'~ <br /> <br /> <br />69.8' <br /> <br />31 <br /> <br />30 <br /> <br />29 <br /> <br />69.8' <br /> <br />28.0' b <br />~ <br />~- <br /> <br />~ <br />. <br />o <br />o <br />24 in_ <br />28.0' 8 <br />;., (Jl <br />'" <br />'" <br /> <br />25 <br /> <br />28.0' <br />23 <br /> <br />34.8' <br /> <br />'" <br />~ <br />144.03' <br /> <br />300 <br />I <br /> <br />S87'16'50.W ~1.~ <br />--^v- - - 2642.98' <br /> <br />"DL 4 - 1\ 0 A <br /> <br />in <br /><0 <br /> <br />--- <br /> <br />Co liDO <br /> <br />PLATS <br /> <br />P Gf3. <br /> <br />A CONDOMINIUM <br /> <br />PLAT <br /> <br />--- <br /> <br />SOUTHEAST CORNER OF <br />SECTION 2, T6N. R10E <br />FOUND ALUMINUM MONUMENT <br /> <br />.... ." .... <br />..,\SCO",~ ". <br />. -t\ ....... I.... <br />__ .... ... ~IJ' . <br />:.. ...... MIGH ~ <br />- : ZlE <br />: *. ., <br /> <br /> <br />. <br />. *, <br />, <br />AD/SO . . <br /> <br />. WIS. ..' A. : <br />, '< '. ..' 0"'" . <br />, ,A. ............ ' <br />~ .Y^ ..-:,~.. <br />, .., S'IR'4'l' .' <br />, , I ",.. . \ \ <br />"t.' ' <br />2-" -2-00~ <br /> <br /> <br />PHASE 3 AREA = 199,403 SO. n. <br />(4.5777 ACRES) <br /> <br />l.,EGEND <br /> <br />)( CROSS ON CONCRETE FOUND <br /> <br />@ 1. IRON PIPE FOUND <br /> <br />. <br /> <br />1-1/4. SaUD IRON ROD FOUND <br /> <br />DISTANCES ARE MEASURED TO THE <br />NEAREST HUNDREDTH OF A FOO~ <br /> <br />I <br /> <br />UJ(Jl <br />i!:~ <br />12~ <br />(Jl <br />oUJ <br />UJ~ <br />OUJ <br />15::- <br />15::<: <br />u..1>: <br />UJ<( <br />1>:0.. <br />(Jlu.. <br />00 <br />Z <br />-..... <br />1>:<( <br /><(...J <br />llJo.. <br /> <br />PREP ARED FOR: <br /> <br />GREAT DANE DEVELOPMENT, LLC <br />P.O. BOX 620800 <br />MIDDLETON, WI 53562 <br /> <br />PREPARED BY: <br /> <br />CALKINS ENGINEERING, LLC <br />5010 VOGES ROAD <br />MADISON, WI 53718 <br />(608) 838-0444 <br /> <br />RECORDING DATA <br /> <br />CERTlFICA TE OF REGISTER OF DEEDS <br /> <br />Received for recording this if ~ <br />day of Mil RC 1-1 . 20.J!$:. at <br />J : 111 o'clock --1!....-M. and recorded <br />in Volume 'I-- 110 A- of Condominium <br />Plots, on pages 1- ~ . <br /> <br />~.~ ~W'~-- <br />one Licht, Don unty~.:::;;i <br />Register of Deeds """'T"'1r <br /> <br />00-CE236 <br />SHEET 1 OF 4 <br />