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SEMINOLE VILLAGE-AMEND NO 6
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SEMINOLE VILLAGE-AMEND NO 6
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Last modified
12/29/2023 12:08:06 PM
Creation date
5/12/2011 3:47:00 PM
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Planning Records
Document_Type
Condo Plat
Name
SEMINOLE VILLAGE-AMEND NO 6
Number
902480
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<br />V25624' 29 <br /> <br />V I LLAG E, A CONDOMINIUM PLA T-- AMENDMENT NO. 6 <br /> <br />BEING A REPLA T OF PART OF LOT 1, SEMINOLE HILLS AS RECORDED IN VOLUME 53 OF PLATS ON PAGES 59 - 62 AND PART OF THE SW 1/4 <br />OF THE SE 1/4 OF SECTION 5, TOWNSHIP 6 NORTH, RANGE 9 EAST, CITY OF FITCHBURG, DANE COUNTY, WISCONSIN <br /> <br />ADDRESS: 2961-2963, 3006, 3036-3038, and 3037-3039 Woods Edge Way, <br />Madison, Wisconsin <br /> <br />2.3 <br />o UNIT 3039 , <br />, . q /- ff\ <br />2.3 '0 jJ\ 170 -/tl'.fT - <br />, UNIT 3037 ..:. <br />~ \7(04 0~ fT- If\ <br /> <br />CURVE <br /> <br />1-2 <br />3-4 <br />5-6 <br />6-7 <br />7-8 <br />8-9 <br />9-10 <br />11-12 <br />12-13 <br />14-15 <br />16-17 <br />18-19 <br />19-20 <br />21-23 <br />21-63 <br />22-23 <br />23-24 <br />24-25 <br />26-27 <br />27-28 <br />28-29 <br />30-31 <br />32-33 <br />34-35 <br />36-37 <br /> <br />\9.0' '0 <br />u\ <br /> <br />, <br />Nl <br />!\: <br />N <br /> <br />, <br />,2.3 <br />I': \ <br />{fI <br />- '0tfJ :$$" <br />7.0 ill <br />m <br /> <br />o ~ \ (p.c:;o.' <br /><J\ Il. L.~."'. '0 <br />, 18.01.... .2.Ve:..::::.K.. ti <br />Q 0<.14 Q UNITSo?;/'- <br />-2 ~c!v\ .21'0 10.0' <br />-----1lfC <br />113.c>' <br /> <br />SEMINOLE <br /> <br />RADIUS <br />FEET <br /> <br />CURVE DATA <br />ARC <br />LENGTH <br />FEET <br /> <br />CENTRAL <br />ANGLE <br /> <br />CHORD <br />FEET <br /> <br />CHORD <br />BEARING <br /> <br />175.50 15.45 15.46 N75'46'55"W 005'02'44" <br />79.50 14.22 14.24 N78'23'24"W 010'15'41" <br />205.50 25.73 25.75 N79'55'51"W 007'10'46" <br />11.50 11.77 12.35 S72'52'57"W 061'33'09" <br />95.50 190.97 303.66 N46'48'12"W 182'10'50" <br />11. 50 11.77 12.35 N13'30'39"E 061'33'09" <br />205.50 66.14 66.43 N08'OO'15"W 018'31'21" <br />145.50 91.12 92.67 N19'30'14"E 036'29'38" <br />11. 50 14.51 15.70 NOl'22'08"W 078'14'22" <br />70.50 103.24 115.84 N06'34'53"E 094'08'25" <br />80.50 123.17 140.25 S76'26'll"E 099'49'28" <br />11. 50 15.52 17.04 S68'57'46"E 084'52'39" <br />120.50 18.17 18.19 N72'55'22"E 008'38'54" <br />220.50 126.89 128.71 S85'06'32"E 033 26'45" <br />220.50 18.86 18.87 N80'37'll"E 004'54'11" <br />220.50 22.14 22.15 S71'15'50"E 005'45'21" <br />11.50 13.19 14.05 N76'36'52"E 069'59'57" <br />80.50 115.48 128.78 N87'26'41"E 091'39'35" <br />100.50 140.80 156.00 S02'15'28"E 088'56'08" <br />11. 50 10.15 10.52 S16'OO'46"W 052'23'39" <br />195.50 62.83 63.10 SOO'56'16"E 018'29'34" <br />79.50 33.05 33.29 S03'41'21"E 023'59'43" <br />110.50 48.33 48.72 S03'03'20"E 025'15'46" <br />69.50 78.19 83.04 N18'32'36"E 068'27'36" <br />120.50 50.10 50.46 N03'41'21"W 023'59'43" <br /> <br />'Q <br />(/J <br /> <br />'\) <br />ui <br /> <br />1'].0' <br /> <br />\';;.3' <br /> <br />1'7.3' <br /> <br />ii\ <br />I" <br />\\J <br /> <br />'0 <br />.t <br /> <br />2~ <br /> <br />, <br />2.0 <br />, L!lJIT 3037 <br />() 174'7 0c? fT <br />l\1 <br /> <br />, <br />\8.7 <br /> <br />, <br />o <br />, 0, <br />lJ' <br />rfi <br /> <br />'h <br />s, ~ <br />'&7.?' <br /> <br /> <br />, <br />2.0 <br /> <br />, <br />)'].2 <br /> <br />o <br /><<i <br /> <br />R;.\..~ <br />C6"I-l? -7(d.op <br />\..\1-1\\ 0,63' <br />\.....c::..-g. <br /> <br />TANGENT <br />BEARING <br /> <br />1 N78'18'17"W <br /> <br />6 N76'20'28"W <br />7 S42'06'23"W <br /> <br />8 N44'17'13"E <br />9 N17'15'56"W <br />12 N37'45'03"E <br /> <br />19 N68'35'54"E <br />21 N78'10'05"E <br />22 S74'08'31"E <br />23 S68'23'10"E <br />24 N41'36'53"E <br />27 S42'12'36"W <br />28 S10'll'03"E <br />33 S09'34'34"W <br /> <br />, <br />" 1(0.01..... 0 <br />I) '0 L.".I2. \) U\' <br />~ 1) OE."K-.2"1l \8.0" <br />-llNrr303~ \) 01..l\-.l () <br />10.0"01 - ,?-c.ol-<\ .2 <br />Il\'L__ <br />\.g.o' <br /> <br />Q <br />o 11' <br />lj\ <br /> <br />UrJ IT ~o39 'Q <br />/_~ (Ii <br />174'7 - /<<. \'T. <br /> <br />, <br />\:<'>.'.7 <br />20.3' <br /> <br /> <br />CURVE DATA <br /> <br /> RADIUS CHORD ARC CHORD CENTRAL TANGENT <br />CURVE FEET FEET FEET BEARING ANGLE BEARING <br />38-39 154.50 180.82 193.15 N27'30'21"W 071'34'44" <br />40-41 179.50 121.11 123.54 N83'02'12"W 039'25'58" <br />42-43 79.50 19.06 19.11 S70'21'41"W 013'46'16" <br />44-45 104.50 107.98 113.48 S32'21'59"W 062'13'08" <br />46-47 164.50 221.80 243.40 S41'07'54"E 084'46'39" <br />48-49 120.50 21. 55 21. 58 S78'23'24"E 010'15'41" <br />50-51 134.50 122.06 126.69 N79'45'25"E 053'58'03" <br />11-64 145.50 80.88 81. 96 N17'23'41"E 032 16'32" 64 N33'31'57"E <br />64-12 145.50 10.71 10.71 N35'38'30"E 004'13'06" <br />14-65 70.50 60.72 62.78 N14'58'45"W 051'01'08" 65 NI0.' 31'49"E <br />65-15 70.50 51. 82 53.06 N32'05'27"E 043'07'16" <br />24-66 80.50 55.41 56.57 N61'44'44"E 040'15'42" <br />66-25 80.50 69.82 72.21 S72'25'28"E 051'23'53" 66 N81'52'35"E <br />40-67 179.50 44.66 44.78 N70'28'OO"W 014'17'34" <br />67-41 179.50 78.13 78.76 S89'49'01"W 025'08'24" 67 N77'36'47"W <br />16-68 80.50 58.38 59.74 N74'54'46"E 042'31'22" <br />68-17 80.50 77.19 80.51 S55'10'30"E 057.18'06" <br />7-69 95.50 58.45 59.40 S59'55'29"W 035'38'12" 69 S77'44'35"W <br />69-70 95.50 70.67 72.39 N80'32'32"W 043'25'46" 70 N58'49'39"W <br />70-8 95.50 149.60 171.87 N07'16'13"W 103'06'52" <br />49-72 120.50 4.92 4.92 N74'25'48"W 002'20'29" <br />72-48 120.50 16.64 16.66 N79'33'38"W 007'55'12" <br />47-71 164.50 16.00 16.00 N80'43'59"W 005'34'30" <br />71-46 164.50 209.72 227.40 N38'20'40"W 079'12'09" <br />0 \0 'Zo 40 "'0 <br />I Ii I I <br /> "":x::A.LE ,tic; 20' <br /> <br />'\I <br />l" <br /> <br /> <br /> <br />I <br />I <br />I <br />I <br />I <br />I ~ <br />~ ,)' <br />~ 12.5' <br />I '~ ~ <br />I I <br />,J ^- I <br />1/, J <br />I ( -- <br />L__/\ j----l <br />r----I <br />I I I <br />I f-----.-J <br />I I <br />L___-1 <br /> <br />\X) <br /> <br />, <br />2.0 <br /> <br />!l.,.o' <br />Llt--lIT 3039 ill <br />(075 0"St=T- It <br />\'(.'7' <br /> <br />PREPARED FOR: <br /> <br />Schutz Design & construction <br />6806 Seybold Road <br />Madison, WI 53719 <br /> <br />, <br />16.'7 <br />2o.o~ <br /> <br />(0 llt-hT303fr/l <br />~ 6!A.jZAc,e ~ <br />4\? 0,:;1. FT- <br />, <br />?o.~ <br /> <br />pLAN\ElZ <br />cow.e:. "5\2'''''f' <br />uN." 3039 <br />\.- .? 'E . <br /> <br />ffiUf.lIT 3c3r'ff\ <br />\\j 6]AP"'iE' \Ii <br />\\)44ID<7<1'.f"!: (\j '0 <br /> <br />, Ii <br />20.0 _ <br /> <br />'OA0t=.MGf4T pLAI-t <br /> <br />fl{Z0T fL?'o1f2. ('LAW <br /> <br />8 R. F. SARKO Bt ASSOCIATES, INC. <br /> <br />LAND SURVEYORS. <br />CONSULTING ENGINEERS <br /> <br />MAP No. _<0- 20977 <br />Joe No. 344'81 <br />DATE _11.-12-q3 <br /> <br />2919 UNIVERSITY AVENUE <br />MADISON. WISCONSIN ~370~ <br />PHONE 16061 231.3347 <br /> <br /><?EC?'l-lD fL&?'12- PLAI-l. <br /> <br />SHEET ? OF Z <br /> <br />11 , <br />SCALE 1 =20 <br />
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