<br />VDL
<br />
<br />5- l'6lPA
<br />
<br />CONl>D
<br />
<br />P L A r~
<br />
<br />PA G!
<br />
<br />w
<br />
<br />- - - _ DETAIL NOT TO SCALE
<br />-------___ G:- --_
<br />Cl -~ ;;.----- FIRST ADDENDUM TO HARBOR HOUSE CONDOMINIUMS PLAT
<br />r . - · = .. = . ~. _~s ROA--';;---. (DANE COUNTY J WI SCDNS I N) h(."lA.-Wl~..f tv".
<br />! r~~ r---' ---=:::::. La :-::r-::;- .::.::r:-@WILLIAMSDNSURVEYINGCD'JINc,Lf1..t.{1401
<br />l'F-A \ \ ~::;::-.::c// <) ~"-.c:t ~ / ~~.
<br />-, \ ~ ,__ ass,
<br />DETAIL NOT TO SCALE I I \ \ \ J / / V " I /.-",.. --
<br />It) I L \ \,;yL- -, / / /\ t5 33', f DETAIL NOT TO SCALE
<br />-.III' r.J- ~, -.J \ '-/ /././ \;; ..13' I
<br />"/ l "'J \ v to;' \.;; 'I
<br />LOT 1 9 " \ \ <: CA \.:; /.
<br />---- ,..-- \ L:r-c~) /-" \ ./;> ~ I I
<br />( \ 1 I \ r'\ ,./ fS
<br />(S 89.38'00' E ..-I' r -
<br />S 89'42' 58' E 24. 98' \ 1 /1 L-_-~!::.. o...J -.!!!.. \,,_) c7 \/ or t~;;,. I ;'
<br />r ) " -? fo1 f.;,:
<br />I l ~ - ~-- f ( I "' I"~ I /
<br />\' 1----1--- 1(1 ~ 1\ II ~--L "v'\ t\c,/ : .~~ ~I
<br />\<'1 1 \"-./ /"'-"-1) ~ I r~ \1 ~ I .... I
<br />- I I~) ""~ '\ 'r! I I 'I) ~ j'rkl
<br />\ 1 I /~" 0/ 1 \ III I I I , S I:::lI
<br />I : (~'\<> <'I( I ylll I I -f-Jr r-----, II;;;. I.. I
<br />1 J <:'"" \"(//;;.'.;; I rJJ -----/ I /)1 ( I ~::>'.'\'::! I
<br />L______ ')";' ,7' (< I I /) I I ClJl;Jf ~ I
<br />'2-U-I L!}...l ~ " ".) X '\Z / I I I ( rl:J1 ~c\," I
<br />r-- 1 ,,/ I .J I 'yj ( (. "'-. ~ I
<br />l__-J <Y I Yf / r"""---\ L I / I # I c-,C, ~ /
<br />EAST 14 .00 ~ 1 ----! ( Lq. I I
<br />\ L... 1(/1 I
<br />1 7'-r-!, I
<br />01 IFUTUf? ~ J . I
<br />
<br />i': J 1 ..J I ~~ I. I
<br />;is L.~ ( f- ~ (/ I
<br />5:l ..J \._.t-::::--" h / I /
<br />-- -_....,) -J I
<br />~ - -, / / I
<br />__>Z-~) (i ~/ C I
<br />(" I ~ '-..- f) -- I
<br />: PI T -2- ~--; 7--___7 /1 /
<br />~ L 1/ I I /~~ ~ I
<br />I I I --, / I
<br />[!j (1(; I I LOT /1 7 I
<br />"l II;! I I - -;....:. - / / I
<br />I "- (;/ / I r-O I
<br />'/( I I 'J; ., I
<br />~ JJ-- ~j / fI/11 ./~~// /
<br />:t'r ~~- I I ~ I
<br />!:!, 1'- -77 I... I. <;<0/ /
<br />"'/7 --ft-~iJ~J:I I ~ / /
<br />I I L. \ r: - // . n' {l 1
<br />L _ 7 / ~v. / /
<br />I -, ----\- /. i.'7'(; /
<br />R" ----/ I / .t><~ I
<br />I I \\ /\~-~ I /. k\:\. I
<br />I )')/ . S ~ / /
<br />/lEST r.:> \- - . {J/ /
<br />f'. /.-:: ~. li / /
<br />/ ~- r,<--~k o...J -.! ~ /> \ !O~,\~)/ /
<br />I '\ \ ( I .// 11<0'00/ /
<br />/ !::..I!..JI1.2~) \\ // . -:.:, //
<br />~ I if; \ \ 1/'.'/ ~''''00Y /
<br />M I 11/ \ \ ),/ ,/ "",,1b1b1'V /
<br />.... I I" \ I . 1',"" /
<br /><\J I ~~r--:::.o~:::;;~,"\ \ . / '(..A' l~ //
<br />I... \ ,A'J .... //
<br />-. I .-/~10 / /
<br />----0 . "'fI-..../ //
<br />Ck..-/ jlt.l-'/ ../
<br />~AsD.j ,. /'
<br />. -;uril.nJ....i t\ ~ /" /' /'
<br />- ./
<br />-~ .....,,/
<br />____ t..:t~_
<br />-- -
<br />---- ---
<br />
<br />
<br />E
<br />
<br />
<br />N
<br />
<br />BEARINGS ARE RE,ERENCED TO THE WEST
<br />LINE OF LOT 15. HIGHLAND VIEW PARK,
<br />
<br />s
<br />
<br />SCALE:
<br />
<br />1" = 100'
<br />
<br />DESCR I PTl ON.
<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 />COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 15) THENCE ALONG THE WEST LINE OF SAID LOT 15, N 00.43'49' E,
<br />213,00 FEET TO THE POINT OF BEGINNING,
<br />
<br />
<br />THENCE CONTINUE N 00.43'49' E, 295.00 FEET; THENCE EAST, 139,00 FEET; THENCE NORTH, 50,00 FEET; THENCE
<br />N 18'55'24' W, 30,84 FEET; THENCE NORTH, 80.83 FEET; THENCE EAST, 141. 00 FEET; THENCE SOUTH, 160.00 FEET;
<br />THENCE S 12'45'09. W, 302,44 FEET; THENCE WEST, 207,00 FEET TO THE POINT OF BEGINNING,
<br />
<br />"-
<br />"-
<br />tri
<br />....
<br />....
<br />
<br />____ 'I
<br />\
<br />~
<br />I~
<br />\ ~-
<br />E:. T 129. 00' ::i
<br />
<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 />WILLIAMSON SURVEYING CO., INC.
<br />BY RO ALD E. WILLIAMSON
<br />
<br />
<br />'"
<br />, "
<br />co"
<br />MM
<br />"'OJ'
<br />~\O~
<br />
<br />
<br />DAm ~ 1:1., /-00"
<br />I
<br />
<br />RONALD E. WILLIAMSON S-1264
<br />PRESIDENT
<br />
<br />-.
<br />ii:i
<br />"
<br />
<br />\\\\\\\I11llJII111/,
<br />~\~ SCON J'/~
<br />#' 90.\\ "'.o.....oQoe,l! IA... ~
<br />Si- '\....0 .0:"(1' ~
<br />i!!f GO'" 0.(10 ~
<br />.:::- ,or RONALD E.', -::.
<br />- , -
<br />:: i WILLIAMSON! :::
<br />=*: 8.1264 :1r=
<br />S \ WAUNAKEE, ! ffE
<br />~ <" ",,~ WIS. ./0:: $
<br />~ j7/V.... .09 0 .:::::
<br />,- .. .. '."
<br />~ D ............ ~-!. ~v
<br />~//I/ SUR'-l \\\,,:-
<br />(1111111111\\\\\\
<br />
<br />RECEIVED FOR Rji:CORDING THIS 2-~~DAY OF Oc.,+o~, 2006 Jli1'CLOCKA. M, AND RECORDED
<br />VOLUME:;:'I~8r cOI\JoON PAGESfi-3-f <-{. ~ AND~, hh' \..I r 1 I. r
<br />~~ ~ \~~
<br />
<br />LINE DATA TABLE p,:e.~ ~+(!.,.
<br />
<br />LINE BEARING DISTANCE
<br />LI S 63'01' 17' E 28.31
<br />L2 N 88'10'04' W 164.88
<br />L3 N 00' 39' 89' E 103. 53
<br />L4 N 31"43' 52' E: 91. 95
<br />L5 N 04' 56' 07' [ 38. 99
<br />L6 N 88'80' 89' E 67. 00
<br />L7 NOl'84'31'E 47.87
<br />L8 S 74'53'38' [ 158.56
<br />L9 WEST 17. 00
<br />LIO SOUTH 47. 06
<br />LIl NORTH 50. 00
<br />LI8 N 18'55'84' W 30. 84
<br />
<br />
<br />IN
<br />
<br />lL/~~~~
<br />
<br />f:o
<br />~
<br />
<br />914
<br />
<br />918
<br />
<br />(S 68' 58' 00' E 88. 46' )
<br />(N 82.08'00' W 165. 00')
<br />(N 00'43' 19' E 10350')
<br />(N 31.45'00' E ge 00')
<br />(N 04'58'00' E 39.00')
<br />(N 88'53'00' D
<br />(N 00'48' 00' D
<br />(S 74'51'84' D
<br />
<br />LEGEND.
<br />
<br />
<br />o = SET 3/4' X 24' REBAR
<br />. = FOUND 3/4' REBAR
<br />. = FOUND I' IRON PIPE
<br />~ = FOUND 2. IRON PIPE
<br />( ) = RECORDED AS DATA
<br />LCE = LIMITED COMMON ELEMENT
<br />CE = COMMON ELEMENT
<br />
<br />----
<br />
<br />CURVE DATA TABLE
<br />CURVE DELTA RADIUS CHORD LENGTH CHORD BEARING TAN LENGTH
<br />Cl 15'83'81' 1070. 00 886.53 S 88'35' 18' E 144. 57 JOB NO. 06\01-320
<br />C8 8,. 14' 30' 85. 00 34.49 S 31'16' 86' E 83.88
<br />C3 18'48'53' 767. 31 850, 84 S 73' 39' 48' W 187. 13 SHEET 1 OF 6
<br />
|