|
<br />w
<br />
<br />
<br />
<br />\J OL
<br />
<br />
<br />13
<br />
<br />Co N DO
<br />
<br />.p L AT6
<br />
<br />PAGE
<br />
<br />{
<br />
<br />N
<br />
<br />-------
<br />
<br />--- ~
<br />---
<br />~
<br />'"
<br />
<br />DETAIL NOT TO SCALE
<br />-
<br />--
<br />--
<br />--
<br />
<br />
<br />
<br />
<br />
<br />
<br />BEARINGS ARE REFERENCED TO THE ~EST
<br />LINE OF LOT 15. HIGHLAND VIE~ PARK.
<br />
<br />CJ
<br />
<br />s
<br />
<br />DETAIL NOT TO SCALE
<br />
<br />r
<br />I .-----,
<br />I \ \
<br />l \ \
<br />'F~ I
<br />I \ \
<br />\
<br />\
<br />
<br />-
<br />-.
<br />
<br />-
<br />-.
<br />
<br />-
<br />-.
<br />
<br />
<br />
<br />E
<br />
<br />
<br />
<br />
<br />
<br />I
<br />I
<br />(S 89' 38' 00' E 242.100)
<br />S 89' 42' 58' r 24. 98' \
<br />r l ~)-
<br />:----L_ I; I ~ 1\
<br />I I \'-..! / '''-'-.J j
<br />I I >-c..-Y ,"~
<br />I ! /~" >)( \
<br />I 'F U IM ~,,> _ ~( I
<br />L__€.~!~JN S'f,}1,N'~~~ /
<br />.... !!...u-I ~D..!.. ..i,\,"J X )
<br />"" r---l L' / 1
<br />;>- J----Y
<br />\" ';. l--- I YI
<br />N - le48!~~' E: EAST 14.00
<br />N ae'l 24. 3' 23. 8'
<br />CE
<br />
<br />L D T 1 9
<br />----
<br />
<br />,
<br />.----- \
<br />I \
<br />
<br />DESCR I PT ION.
<br />
<br />NOTES.
<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 />SCALE:
<br />
<br />1" = 100'
<br />
<br />"
<br />\:3
<br />\
<br />
<br />PART OF LOTS 15, 16, 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 IS; THENCE ALONG THE WEST LINE OF SAID LOT 15, N 00'43'49' E,
<br />623.77 FEET; THENCE S 63'01' 17' E, 22.31 FEET; THENCE N 22'10'04' W, 40.75 FEET; THENCE N 82'18'08' E,
<br />124.14 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 S 61'04'01' E, 65.00 FEET;
<br />THENCE S 16'24'26' W, 81. 56 FEET; THENCE N 74'50'08' W, 200.36 FEET; THENCE S 12'45'09' W, 64.20 FEET;
<br />THENCE S 38'18'05' W, 68.37 FEET; THENCE S 27'02'23' E, 111. 45 FEET; THENCE LONG THE ARC OF A CURVE
<br />CONCAVED NORTHWESTERLY, HAVING A RADIUS OF 767.31 FEET AND A CHORD BEARING S 74'35'50' W, A DISTANCE
<br />OF 226. 13 FEET TO THE POINT OF BEGINNING.
<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 />CE
<br />
<br />..,
<br />i\]
<br />'"
<br />
<br />I
<br />
<br />/
<br />
<br />I
<br />
<br />/
<br />
<br />DATE'-J""-', 1/
<br />
<br />d-OQ?
<br />
<br />WILLIAMSON SURVEYING CO.. INC.
<br />BY .~D E. WILLIAMSON
<br />
<br />~[:- ?.lcM~~
<br />
<br />",
<br />,"-
<br /><l;"-
<br />M<>5
<br />~~
<br />
<br />~
<br />~
<br />
<br />/
<br />/
<br />
<br />RONALD E. WILLIAMSON S-1264
<br />PRESIDENT
<br />
<br />RECEIVED FOR RECORDING THIS /?#.DAY OF :SUNt:. 2007 AT.<':;7~'CLOCKEM., AND RECORDED IN
<br />VOLUME 6-01/-'113 OF~~"'~GES I ...2...... 3 . tJ . S . h . 7 .L ANDl.
<br />
<br />DOCUMENT NO. q3:l-30;25 ~ ~~ I ~ ~~
<br />
<br />REGISTER OF DEEDS zr ~~
<br />
<br />I
<br />
<br />C[
<br />
<br />:\\\\\\\111111111111,
<br />#,\sCON~f~
<br />~ ~ ...-o-G9o.o ~ ~
<br />~ 00 (Ie ~
<br />~ / RONALD E, \, ~
<br />E ! WIlliAMSON \......E
<br />= ...... : $-1254 : V< =
<br />_u.. : _
<br />:; \ WAUNAKEE. : ~
<br />-:s. r(' ...... WiS. .lll: ~
<br />~ "11.4 ~".. ...... 0 ~
<br />~ 'VO ....".u........ ",,4: ~
<br />//'111 SUR" \\'\'\~
<br />Ifl!l/IlIl1 11\\\\
<br />
<br />LINE DATA TABLE
<br />
<br />LINE BEARING
<br />L1 S 63'01' 17' E
<br />L2 N 22'10'04' /{
<br />L3 N 00' 39' 29' E
<br />L4 N 31'43' 52' E
<br />L5 N 04'56'07' E:
<br />L6 N 22'20' 29' E:
<br />L7 N 01'24' 31' E
<br />L8 S 74'53' 38' E:
<br />
<br />LEGEND'
<br />
<br />,
<br />0\
<br />....
<br />~
<br />....
<br />,
<br />8
<br />~
<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 />
<br />(S 62'52'00' E 2e 46')
<br />(N 22'02' 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 00'42'00' D
<br />(S 74'51'24' D
<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 />-=- y
<br />
<br />CURVE DA TA
<br />CURVE
<br />Cl
<br />C2
<br />C3
<br />C4
<br />
<br />TABLE
<br />
<br />DEL T A
<br />15' 23' 21'
<br />87' 14' 3D'
<br />53'46' 35'
<br />16' 56' 49'
<br />
<br />RAJ)JUS
<br />1070. 00
<br />25. 00
<br />767. 31
<br />767. 31
<br />
<br />CHDRD LENGTH
<br />286. 53
<br />34. 49
<br />694, 03
<br />226, 13
<br />
<br />CHDRD BEARING
<br />S 82'35' 18' E
<br />S 31' 16' 26' E:
<br />S 39'14' 07' /{
<br />S 74'35' 50' /{
<br />
<br />TAN LENGTH
<br />144. 57
<br />23. 82
<br />389. 08
<br />114.31
<br />
<br />JOB NO. 07\<1-115
<br />SHEET 1 OF 9
<br />
<br />----
<br />
<br />--
<br />--
<br />
|