Laserfiche WebLink
<br />\ <br /> <br />ecsT <br /> <br />00' ... <br />I 5(,. ;n <br />-i '<>,J <br />~ ':i <br />1 ~ <br /> <br />UNf'LATTEI> LAND8 <br />----- ---- <br /> <br />S ?C' <br />/. ~.?s' <br />~~~3' $" /~ <br />...83 ' <br />55. / "'q74'~~~" ~'~7~:O-o",,,,, <br />'~'"/I~ / 1 "''1~~S;S"/~(I? / <br />. . I '\I, r /~' ,..PJ "'!' <br />i~! I ~ f.c " ,Pl""" I ~ <br />,"J ": '... ~ '\9 <br />5)'/ ~ ~ <br />a I''''~I' r' ~.' ~ <br />It-- -:1 .!ifDQ-oz't:; :s. <br />. <br />I"' 13' g,Td"~ . g <br />175, 77 .\!< ~ I;: " ! r.tf 1 ~ <br />)t~,~;.~ ~, ~..' 59,/ 0\ ~ <br />\;) <br /> <br /> <br /> <br />'" .. <br />~ ~ <br /><:) . <br />I~ <br />"'lsr ' '" <br />~ ' ~ 152,"" <br /> <br />I ~ . <br />"'0 <br />"'~.\)j <br /><:l0<f\ <br />.' <J <br /><::l 0:: >' <br /><: '" <br /><. <br /> <br /> <br />1 <br /> <br /> <br />.1 <br />\(\ <br /> <br /> <br /> <br />I <br />J <br />In <br /> <br />I <br /> <br /> '" <br /> '0 <br /> "- <br /> I <br /> '1 <br /><5 Ii\ <br />() <br />\,\ , <br />... \ <br />'" <br />"- <br /> .I <br /> Q <br /> () <br /> T <br /> .\ <br /> '" <br /> () <br /> "- <br /> I <br /> , <br /> <br />CERTIFI CATE <br /> <br /> <br />/ <br /> <br />54 <br /> <br />AI Cf5.-~8';-W' <br /> <br />LOCATED IN <br />Y4 OF SECTION <br />DANE <br /> <br /> <br /> <br />I <br /> <br /> <br /> <br />I <br /> <br /> <br />73 <br /> <br /> <br />/' <br /> <br />AND THE SE !/4 OF THE N E <br />TOWN OF WINDSOR <br />WISCONSI N <br /> <br /> <br /> <br />/9 p <br />COUNTY J <br /> <br />~ ..~ ~- <br />THE NE ~ <br />T 9 N; <br /> <br /> <br />EAST <br />173.i!<', , <br /> <br />I <br />o <br /> <br /> <br />LEGEND <br /> <br /> <br /><545r <br />17$.MI <br /> <br />E:'ASr <br />15?J__,~_, <br /> <br /> <br />SCALE IN FEET <br /> <br />110 <br /> <br />100 <br /> <br />R IOE <br /> <br />I <br />,1100 <br /> <br />. <br /> <br />IY,;X ::so. SOLID ROUND IRON BAR 4.17 LBS./FT. <br /> <br />ALL OTHER LOT CORNERS ARE MARKED WITH <br />3/,. X 24" ROUND IRON BAR - 1.50 LBS. / FT. <br /> <br />ALL MEASUREMENTS IN FIELD HAVE BEEN MADE <br />TO HUNDREDTHS OF A FOOT. <br /> <br />ALL ANGULAR MEASUREMENTS HAVE BEEN MADE <br />TO THE NEARC$T MINUTE AND COMPUTED TO <br />THE:{.AREST SECOND. <br /> <br />,- i -=-- 12:UTlLlTY EASEMENT <br /> <br />\ -1; - 10 UTlLlTYEASEMENT <br />10' <br /> <br /> <br />.. <br />,,': .... :;~,~~ <br />/' /i~1l <br />Qg 1'18 ~31'~SS;: <br />..........., ~ <br />3,"" , <br />EA<;r 17&-;;'1' . \1l Q <br />17/.89 ' <br /> <br />NORNI pOINT R€FERENCED TO THE EAST <br />LINe CJC THE; NE;:" 6F sse. I"? T?N R/6G <br />4b'SUIIJEO fiB/I? N& NoRTH. ' <br /> <br />I\l <br />~ -/c.b 74-' <br /><() 6' <br />() 'z. OR4INJ/4G <br />~\ , t=ASEMENT <br /><:l B 48 <br /> <br />< 1 <br /> <br />4 <br /> <br /> <br />, <br />tl'1.?6 , <br />.)<'" . <br />liP ~ <br />~ <br />~ <br />. <br />~ <br /> <br />.Y.!I~LAFEI? <br />J_A!i[!f <br /> <br />'t <br />c <br />!? <br /> <br />1 <br /> <br />-.J <br /> <br />- <br /> <br />.... . <br />~" f <br />~'" . <br />"~ <br /> <br />~<.' <br />/ N(ff7J;/ <br />/0 <br /> <br />, <br />'" ' <br />t\J t <br />~ tA" <br />f'f\ ~\ <br /> <br />E'Abr <br />11;./. 34-' <br /> <br />J <br />() <br />, <br /> <br /> <br />~ ~ <br />I) I <br />'" <br />o <br />It) <br />< <br /> <br />llJ <br /> <br />IlJ <br /> <br />ZZI~tP <br /> <br />I <br />...l....-_..--e!lST_-- <br />1- -/'S~6l!.'- --. <br /> <br />, ~ <br />~ <br />T <br /> <br />O-L. "1 " <br /> <br />J:: <br />I- <br />:::> <br />33' 033' <br />1 V) G <br /> <br />P,ARK. <br /> <br />/ '. ~,ri <br />,o"~ a7".25c:p"w <br />. flo.lll ' <br /> <br /> <br /> <br />. <br />~ f)E.D/CAiED <br />PvBL Ie <br /> <br />TO THE <br /> <br />/18'" ~7 e <br />1$"0.</'2' \ ' J <br /> <br />/ . lJ \- ~ ~ ./l <br /> <br />N:,i:-/,: \~\ \ \ .,~ (""'.! N":,;cw, ;:~~ <br />44;;, J:"- \t \ :, t,:Jt /t;;~ j ~ ~ r~~: n <br /> <br />i / oS'.s- .9 \~~".u" ~ " <: <br />,\ ". /. ' t" 1P' <~.! / ( 351'78 ') <br />S88"IS'w',/st..70 fjq>' IZ/Q7' q ~'8~78'/lS' <br />\ ' 'w/81.1I> -- EC" N8S"-Z7'W 17:I7'S' <br />A//<-+7'W " 'tREC~lJGDAS NIl8'1d'w4n.7S') <br />I VECAS&;!/:':;J6'wS.;6') -- <br /> <br />I <br />I <br />I <br />I <br /> <br />\ <br />1 <br />~ <br />I <br /> <br /> <br />30 <br /> <br />5 <br /> <br />CURVE LOT <br />NO. NO. <br /> <br />A-B <br />A-X <br /> <br />OAK <br /> <br />-~' <br /> <br />19 <br /> <br />17 <br /> <br />Y-W <br />C-D <br />E-F <br />F-G <br /> <br />:, Max Kal@tzke. registered land surveyor, hereby certify: That I have surveyed. divid~d and manned <br />l tion to Oak Springs"; located in th~ NE 1/4 and SE 1/4 of the NE 1/4 of section 19, T 9 N. R 10' E <br />, Windsor, Dane County, Wisconsin. That I have made such survey, land division and ulat by the <br />)f fJ.illi.rd Erickson, owner of said land, more fully diMribed as folloWS: . <br />Commencing at the NE corner of section 19, T 9 N, R 10 E; Thence South along jh~ East line of the <br />said sect.ion 19, III distanclII of 1297.80'; Thence S 890_04' W '.13.00' to the point of Leginnil1l';. <br />tillUing S 890-041 i/ 214.91' I 'Pi pnce aJong a curve to the left . radius equals 314.47 and <br />hord bearing S 71"-30' -30" 'II 189.73'; Thenc@ S ~)0-57' 'II 149.00' ; Thehce on a curve to the <br />ius equals 1.87.371 and the long chord benTS S 72 -4'5' 'II 120.77' ; Thence N 880_27' 1, 473.75' ; <br />10-47' W 8.16' ; Thence S 880-15' 'II 182.70' ; Th@nc@ N 00-03' E 1265.00' ; Thence East 60.00' : <br />" ,>c' " ,,;,; R." . ~"."nr"" q 71"_clj,' 11: 221.1'7' ~ T'ce",", S 100-34'-30" '11 186.06' ; ')'h"uce S 10-25' Vi <br /> <br />H-I <br /> <br />J-K <br />o-p <br />q-R <br />S-T <br /> <br />;.IE.' CO/?-SEC:T10/'l J?- T'JN, <br />R JOE MARKED BY A RAIL,fOAt) <br />SPIKE. <br /> <br />/'-, <br />3 <br /> <br />32 <br />33 <br />35 <br />36 <br />39 <br /> <br />39 <br />40 <br /> <br />44 <br />4~ <br />, <br />46 <br />43 <br />56 <br />50 <br /> <br />2 <br /> <br />RADIUS <br />LENGTH <br /> <br />314.47' <br />240.00,' <br />240.00' <br />24D.00' <br />50.00' <br />18?37' <br />70.00' <br />544.00' <br />" <br /> <br />1f <br /> <br />610.00' <br />>> <br />" <br />" <br /> <br />290.00' <br />1066.0'1 , <br />.1'1'1'1. '1'1' <br />575. '10' <br /> <br />CtJRVE TABLE <br /> <br />h1<;NGTH <br /> <br />err ORB <br />BEARING <br /> <br />S 710-30'-30" W <br />N 63"-26' 'II <br />N 780_26' W <br />N 500-56' 'II <br />S 090-0'1'-30" 'II <br />S "(,-O~_I.<t W' <br />C. ""f'./ h <br />N 520-36'-22" W <br />N '160-52'-52" \if <br />N 1)0-17' -52" W <br />N 30_25' 'II <br />N 070-50' W <br />N 130_45' W <br />N 30-55' W <br />N 20_00' E <br />N 830-00' E <br />}T lo'07'_4~.t E <br />N 10-31'-30" E <br />N 11~~~??J E <br /> <br />189.73' <br />221.611-' <br />103.89' <br />12h.23' <br />70.6/.}' <br />120.'77' <br />81.98' <br />186.71' <br />6t'.75' <br />121.59' <br />229.30' <br />104.56' <br />104.56' <br />21.29' <br />100.?1' <br />4().J5' <br />51.4!j' <br />229.2'7' <br /> <br />~ <br /> <br /> <br />NE :4. - <br />T'jN <br /> <br />LOCATION MAP <br />J" . 1000' <br /> <br />VNPlATTE}) LANDS <br /> <br /> TANG1ilNT 1 <br />IPT. BE..\RI1!G I <br /> I <br /> I <br /> i <br />I , <br />F N 160-4'5' -114" w I <br /> I <br />H N 1.80_40' \if <br /> <br />CENTRAL <br />ANG LE <br /> <br />350-07' <br />550_00' <br />250-00' <br />300_00' <br />3'jo --<1 t <br />370-36' <br />710_41'_1.6" <br />190-45' -44ft <br />60-55' -44" <br />120-50' <br />210_ilOl <br />9"-50' <br />90-50' <br />20-00' <br />20"-00' I KO <br />2$-09' -30" <br />,,0 "'?' <br />''"'",,-) , I <br />2'j'"'..O()l T <br /> <br />}T 730-00' <br />}T 2 . 0_12 '-30 <br /> <br />N 230-0':P <br />