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<br />BEARINGS ARE REFERENCED TO THE WEST
<br />LINE OF LOT 15, HIGHLAND VIEW PARK.
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<br />DESCRIPTION,
<br />
<br />VOL- 0-020A
<br />
<br />GONDO
<br />
<br />PLA1~ P A (,6 I
<br />
<br />(DANE COUNTY) WISCONSIN)
<br />WILL I AMSON SURVEY I NG CO,) I NC,
<br />~ 4~C\\C\.C\.\
<br />
<br />~
<br />1. THIS PARCEL IS SUBJECT TO ANY AND ALL EASEMENTS AND AGREEMENTS, RECORDED AND UNRECORDED.
<br />2. ALL STOOPS, SIDEWALKS, DECKS, AND PATIOS ARE LIMITED COMMON ELEMENT.
<br />3. ALL OTHER AREA NOT DESIGNATED AS LIMITED COMMON ELEMENT IS COMMON ELEMENT (CE).
<br />4. AREA COMPUTATIONS ARE BASED ON ARCHITECTURAL PLAN DIMENSIONS AND DO NOT SUPERSEDE UNIT
<br />BOUNDARIES AS SET FORTH IN THE CONDOMINIUM DECLARATIONS.
<br />
<br />PART OF LOTS 15, 17 AND 18, AND PART OF OUTLOT 4, HIGHLAND VIEW PARK, IN THE CITY OF MADISON, DANE COUNTY,
<br />WISCONSIN, MORE PARTICULARLY DESCRIBED AS FOLLOWS,
<br />
<br />BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 15; THENCE ALONG THE WEST LINE OF SAID LOT 15, N 00'43'49' E,
<br />508.00 FEET; THENCE EAST, 139.00 FEET; THENCE NORTH, 50.00 FEET; THENCE N 18'55'24' W, 30,84 FEET; THENCE
<br />NORTH, 80.83 FEET; THENCE EAST, 141.00 FEET; THENCE SOUTH, 160.00 FEET; THENCE N 74'00'00' E, 110.00 FEET;
<br />THENCE S 72'00'00' E, 90.00 FEET; THENCE S 25'25'00' W, 196.63 FEET; THENCE N 75'46'53' W, 143.00 FEET;
<br />THENCE S 12'45'09' W, 158.93 FEET; THENCE S 38'18'05' W, 68,37 FEET; THENCE S 27'02'23' E, 111. 45 FEET;
<br />THENCE ALONG THE ARC OF A CURVE CONCAVED NORTHWESTERLY, HAVING A RADIUS OF 767.31 FEET AND A CHORD
<br />BEARING S 74'35'50' W, A DISTANCE OF 226.13 FEET TO THE POINT OF BEGINNING.
<br />TO THE POI NT OF BEG I NN I NG.
<br />
<br />SURVEYOR'S CERTIFICATE
<br />
<br />I, RONALD E. WILLIAMSON, REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT THIS PLAT IS A CORRECT REPRESENTATION
<br />OF THE CONDOMINIUM DESCRIBED, AND THAT THE IDENTIFICATION AND LOCATION OF THE UNITS AND THE COMMON AND LIMITED
<br />COMMON ELEMENTS CAN BE DETERMINED FROM THE PLAT.
<br />
<br />DA TEl ;lJ tu-. 1-
<br />
<br />I (" ){)o 7
<br />I
<br />
<br />WILLIAMSON SURVEYING co., INC.
<br />BY ALD E. WILLIAMSON
<br />
<br />
<br />RONALD E. WILLIAMSON S-1264
<br />PRESIDENT
<br />
<br />,'?, ~
<br />RECEIVED FOR RECORDING THIS a" DAY OF '('<\a.C' <:." , 2007 AT~' CLOCK ~. M., AND RECORDED IN
<br />VOLUME€.- O:).~\\OFC,,"\oON PAGES I ,-'L-, ~ . '-\ . c;. ,~ AND.....L-.
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<br />CURVE OATA
<br />CURVE
<br />C1
<br />C2
<br />C3
<br />C4
<br />
<br />BEARING
<br />S 63'01' 17' E
<br />N 22'10'04' 1/
<br />NOD' 39' 29' E
<br />N 31'43'52' E
<br />N 04'56'07' E
<br />N 22'20' 29' E
<br />N 01'24' 31' E
<br />S 74' 53' 38' E
<br />IIEST
<br />SOUTH
<br />NORTH
<br />N 18'55'24' II
<br />
<br />DISTANCE
<br />22,31
<br />164, 88
<br />103. 53
<br />91.95
<br />38.99
<br />67. 00
<br />47. 27
<br />158. 56
<br />17. 00
<br />47. 06
<br />50, 00
<br />30.84
<br />
<br />TABLE
<br />
<br />OEL T A
<br />15'23'21'
<br />87' 14' 3D'
<br />53'46'35'
<br />16' 56' 49'
<br />
<br />RAO IUS
<br />1070. 00
<br />25. 00
<br />767. 31
<br />767. 31
<br />
<br />(S 62'52'00' E 2Z 46')
<br />(N 22'013' 00' W 165. 00')
<br />(N 00'43' 19' E 10~ 50')
<br />(N 31'45'00' E 92.00')
<br />(N 04' 58' 00' E 39.00')
<br />(N 22'53'00' D
<br />(N 00'413'00' D
<br />(S 74'51'24' D
<br />
<br />LEGEND'
<br />
<br />o = SET 3/4' X 24' REBAR
<br />. = FOUND 3/4' REBAR
<br />.. = FOUND l' IRON PIPE
<br />~ = FOUND 2' IRON PIPE
<br />(##) = RECORDED AS DATA
<br />LCE = LIMITED COMMON ELEMENT
<br />CE = COMMON ELEMENT
<br />
<br />CHORO LENGTH
<br />286. 53
<br />34.49
<br />694, 03
<br />226. 13
<br />
<br />CHORD BEARING
<br />S 82'35'18' E
<br />S 31'16' 26' E
<br />S 39'14'07' II
<br />S 74'35'50' II
<br />
<br />TAN LENGTH
<br />144. 57
<br />2~82
<br />389, 08
<br />114. 31
<br />
<br />JOB NO. 071,1-32
<br />SHEET 1 OF 7
<br />
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