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<br />\[bL <br /> <br />-03313 <br /> <br />CoNDO 1'LATS fJ\6f.. <br /> <br />I <br /> <br />", <br />,"- <br /><0"- <br /><'5(>) <br />"'<\1 <br />~\O <br /> <br />- <br />t-. - - - DETAIL NOT TO SCALE <br />---------i:--- -------- FOURTH ADDENDUM TO. HARBOR HOUSE CONDOMINIUMS PLAT <br />~ ~ M-- <br />. = .. _ _ 'Arrs ~ ----__ <br />: r---' -..-..~. L.a ----t'fJ4l!-~,,@ <br />I \ \ ~\ --.::::::: ~ - ---::: I;; <br />l \ \ ' t ~/--~ ~) ~"-f - ' '" <br />F~ \ \ \ -::-- -7 \ - ~I_~_ '48$' <br />DETAIL NOT TO SCALE I I \ \ \ .J / /~v " I r <br />I.t) 1 L \ \ /Jl- -r / / / /\ ,~ 3:1' ( DETAIL NOT TO SCALE <br />-.J r-l-<::::-.-::, -1 \ V / \ "I 33' I <br />~ I ~ \ v ( ('/ \ "/ 1 I <br />", \ \ <: C), \" It <br />!:"qJ...J.J.. /- \ L-r'T~) (-"\ \ />: I / <br />(S 89'38'00' E: I \ \ ) '---" I /'- // ;! , I <br />S 89' 42' 58' E 24, 98' \ \ I L-_ - ~ !:.. qJ ...J. i \" _ / c: I \/ 10:. ~ f.:; I I <br />r l ) '_/ ~-- .r:'(? F U T U RIE ;,i I I I <br />:- - _ _ L _ 1/> ~ 1\ / ~-f X P'-~'NrS P{(AV ARE A E::~ ~"~ ~/ <br />I I \'--i /'''-''-J ) l,-,J I r-~ \\ I 1 ':--.1 <br />I I ~J '>-~ '\ 'r! I I II) ~ /9::: I <br />I I //~, 'lr \ \ III I I / , ~ ~ I <br />I IF U r ,IL,R.~'~( I IIIL. I I}-J{ r----/ I;;:;~ I <br />~__~ X !.!'IN S~'AN';~ ~ / r1 -----1 / /'11 / I ~8;f' ~/ <br />_ Q..u-I !:...P-I. ...i"\,"J X ') / I I 1;/ I rlJ! I ~'" ;:::: I <br /><g. ,---1 l' /) I I U I I / .......,!=:::II <br />- L__-J -Y I Y-I (,.-r--",,\ L / / I /j I ""(;1 ~ / <br />j~1'e!~" E ,EAST 14 .00 ~ \ ~-J I 7;; I I <br />24 3 \ L... I I I <br />, I \ ~.!'--r-J . I I <br />CE I \ \ I{ -- <br />\ <br />~ I J \ I.., <br />F::::::l \ I I I I I <br />;t: J \ ~ 1-':.::., I. I <br />IS L-r-": L.. f. r I / I <br />~ 110.00.-1: S'~c{OO::::::--1' he) I I <br />....O-O>@ ~OO'OO'!: -, ) IV / / / <br />CE: '--- / ( I <br />-_ . I <br /> <br />~.J, s ~ ~':1 -r-- ~ ______ 7 II / <br />~ f'-L ~ I <br />::;- I ~ I <br />~ I L D T /1 7. I I <br />CE,~ / - - f--:- - / / / <br />. /() I 11;. , I <br />CE \~' ~ ~ / VI II / !lll / <br />8? ;5"~ C, I~' 1 <br />'/ 11-4.. S3' ",- (. I /~<0 I 1 <br />.2 ""17 --ft-~iZ~-j/ I ~ / /1 <br />~ I L \ ~rtI'{l - f . '4 ~ 1 <br />~ l, ---_-\-.. \) ~~. /cv'?/i..yrt / / <br />... f::0 \-~.J / / .b(~ / <br />"'I I \\ ~\-~ / /.~~ / <br />..., / \':>/ . S 11< / / <br />'II "'/r /-) ~ t-~",. ~ 'Y / <br />'V~l- qJ oj.-Ri /> \ IJJ'?J'\~),I / <br />\ (. ~ /' \f~'Oo/ / <br />\\1 // . -: / / <br />'"".-, 1 --- /.., ~V'.) / <br />,-, --- . I". 0" /' <br /><2.::'"' 'V/ ./ ,,-1"'1,,1. / <br />.v_.\>-, I <f." "/ /' <br />~::"\ /, ~l l~ ___/'/' <br /> <br />'" 0.4'3// --- <br />/" ,1 --- <br />. 1~' --- <br />1\0- / /' /// <br />/ / <br />----- /// <br />,/ <br />,/ <br />,/ <br />// <br />// <br />-- <br /> <br />N <br /> <br />BEARINGS ARE REFERENCED TO THE WEST <br />LINE OF LOT 15. HIGHLAND VIEW PARK. <br /> <br />E <br /> <br /> <br />w <br /> <br /> <br />_-=-..:c <br />-- <br /> <br />(DANE COUNTY, WISCONSIN) <br />WILL I AMSON SURVEY I NG CD. i <br /> <br />INC. <br /> <br />DESCR I PTI ON. <br /> <br />NOTES. <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 />s <br /> <br />SCALE: <br /> <br />1" = 100' <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 />\ <br />\:3 <br />\ <br /> <br />14.6' <br /> <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 />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 FEETJ THENCE N 74'00'00' E, 110.00 FEET; <br />THENCE S 72'00'00' E, 90.00 FEETJ THENCE S 25'25'00' W, 196.63 FEETJ 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, 11 1. 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 /> <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 />DATE. 1{I'd 3 <br /> <br />)-rJ07 <br /> <br />WILLIAMSON SURVEYING CD., INC. <br /> <br />B;;Z;; ;L~~ <br /> <br />RONALD E, WILLIAMSON S-1264 <br />PRESIDENT <br /> <br />a: <br /> <br />..., <br />N <br />" <br /> <br />CE <br /> <br />~\\\\\ll11111111Il <br />~\\" seON i'/~ <br />.f!f '_...\\ .o..o....S.lA..~ <br />~ "\:... ...0':" % <br />s.. . ~ <br />~ Jl RONALD E. ~\ ~ <br />2: ! WIlliAMSON i ~ <br />-...... . <br />= '" : $-1264 : *:; <br />~ \ WAUNAKEE, 1 ~ <br />-;: ("'0 w '- <br />-;.-d.... {S. ,,"C::;::: <br />/' '1.-....... ...0 ~ <br />'l o. .".;:::. <br />~ 0.."........6--\:-:::: <br />~//I SUR\I'\\\'\~ <br />11111/11111\1\1\\\ <br /> <br />RECEIVED FOR RECORDING THIS I D-tb. DAY OF Jt1AAf ' 2007 AT2:3'o' CLOCKE.. M., AND RECORDED IN IJ; 4108080 <br />VOLUME (g-O,))BOFConLo ON PAGES-L~~,~ S-, (.r; . 7 AND~. tV;) ~e..vf 0, <br />11,..l-$ II. _' J.:' ~ I-.. ~ .//...1:..11-1 .L-'"*t <br />LINE DATA TABLE: fIM/1"" '~I iI''''' · Tf I --0- <br /> <br />LINE <br />L1 <br />Le <br />L3 <br />L4 <br />L5 <br />L6 <br />L7 <br />L8 <br /> <br />BEARING <br />S 63'01' 17' E <br />N 22'10'04' 1/ <br />N 00' 39' 29' E <br />N 31'43' 52' E <br />N 04'56'07' E <br />N 22' EO' 29' E <br />N 01'24'31' E <br />S 74'53' 38' E <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' EBB, 46' ) <br />(N BB' OB' 00' II 165. 00' ) <br />(N 00'43'19' E 10~ 50') <br />(N 31'45'00' E 9B. 00') <br />(N 04'58' 00' E 39, 00' ) <br />(N B2.53'00' D <br />(N 00'4B'00' D <br />(S 74.51' B4' D <br /> <br />LEGEND. <br /> <br />t; <br />~ <br /> <br />, <br />0'\ <br />"t- <br /> <br />, <br />(\') <br />"t- <br />. <br />8 <br /><: <br /> <br />914 <br /> <br />918 <br /> <br />o <br />. <br />. <br />o <br />( jjl!) <br />LCE <br />CE <br /> <br />= 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 />= LIMITED COMMON ELEMENT <br />= COMMON ELEMENT <br /> <br />~i <br /> <br />CURVE: DA TA <br />CURVE <br />C1 <br />C2 <br />C3 <br />C4 <br /> <br />TABLE <br /> <br />CE: <br /> <br />DEL TA <br />15'23'21' <br />87'14'30' <br />53'46' 35' <br />16'56'49' <br /> <br />RAJJIUS <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' II <br />S 74' 35' 50' II <br /> <br />TAN LENGTH <br />144. 57 <br />23. 82 <br />389. 08 <br />114. 31 <br /> <br />JOB NO, 07\-1-55 <br />SHEET 1 OF 8 <br /> <br />---- <br /> <br />- <br /> <br />. <br />