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<br />SEMINOLE <br /> <br /> <br />V I LLAG E, A CONDOMINIUM PLAT -- AMENDMENT NO. 4 Vt~22G8OrAGf 68 <br /> <br />BEING A REPLA T OF PART OF LOT 1, SEMINOLE HILLS AS RECORDED IN VOLUME 53 OF PLATS ON PAGES 59 - 62 AND PART OF THE SW 1/4 <br />OF THE SE 1/4 OF SECTION 5, TOWNSHIP 6 NORTH, RANGE 9 EAST, CITY OF FITCHBURG, DANE COUNTY, WISCONSIN <br /> <br />o 60 120 <br />~ I <br /> <br />SCALE : ONE INCH = SIXTY FEET <br /> <br />ADDRESS: <br /> <br />3000-3002 and 3012-3014 Woods Edge Way, <br /> <br />180 <br />! <br /> <br />CITY OF FITCHBURG PARK <br />NOTE: SEE SHEET ~ OF ~ FOR CURVE DATA <br /> <br />CITY OF FITCHBURG PARK <br /> <br />25' BUILDING SETBACK LINE <br />N88'41 '06"E 889.53 <br /> <br />EXISTING 12' ;;:;;j <br />UTILITY EASEM~~ 1 <br /> <br />---------- <br /> <br />-----1 <br />----- <br /> <br />~Lli: <br /> <br />Q[ <br /> <br />ELI~H.8.UE..Q <br /> <br /> <br /> en <br /> en <br /> CJ) <br /> IX) <br />~ w <br />0 <br />.0 <br />~ N <br />'" <br />~ 0 <br />2 <br />ll: <br />~ <br /> <br />10' BUILDING <br />SETBACK LINE <br /> <br /> <br />"- @ <br />~ <br />" @ <br />'( <br />" <br />\ <br />\ <br />\ <br />\ <br />\ <br />I <br />I <br />I <br />/ <br />/ <br />I <br />/@ <br />\@ <br />\ <br />I <br />I <br />I <br />!@ <br />I $ <br />Ir<)~ <br />I ~.r<) <br />.,fIX) <br />,~r ~ <br />I SlX);: --i I 40' BUILDING """I <br />v; SETBACK LINE ~ <br />''I K. F. SARKO lit ASSOCIATES,INC.W1 <br /> <br />I LAND SURVEYORS . (f)1 <br />CONSULTING ENGINEERS <br /> <br />10' BUILDING SETBACK <br /> <br />/ <br /> <br />228.68' <br /> <br />'co <br /> <br /> <br />SEE SHEET I OF 6 <br />FOR PLAT CONTINUATION <br /> <br /> <br />103.05' <br />'", . <br />71 7' ~ J <i l <D <br />'>t l 'U') '\0 -~~. N~ J \' '~i;MMON E~EMENT ~ <br />ro f',- I'- '" 0 r--, - <br />_ I CO~MON (j) ELEMENT t" Lf) r""L- I L <br />(]) I- ~ IL (J:) ~ 1 <D l-,-, ':e -1/8.3'~ <br />~ -r~':]-'" I I ~ ~ ~ , ;;!; ~2 19'\ 2980 : J!5 <br />-<01 r-IL_, I L_, ~ r 1 ~ 1 == l--6, ,.J/3t' ;p <br />oW '2\ 29941 121, I 2990 ~Eo2i'I^-- 1 ~I ~ lib <br />2 1 12992 J ~ 12 - l 1 r - 2/ L_J C/) <br />~ 15'L4--i 1 L_".J L-L I 6'COMMON...-/ @ <br />g 1 J~ \ _ 'l- 'zi' @ ...J ~ELE:NT .---~__~ <br />z L_ L J ':-{ '<':Y _ ~@~./ <br />~ - €.1<I€.\<\1 ~~~ "(7/ <br />- ~ tf7' 01'011'010\<\ €.\. ~ ~ '[ ~ EDGE ~ -----:;/ <br />'- :0@ @ C '"'"' ~C \5'2..'2. S12045'II"E 41.00' <br />S26'31~7"E 191~ ~N110\~ 4~\.l8.\3 52 22. ~ ~ - - - - -- <br />0- 6.99 \ ---. ---- \3p..CI<.~, 4' 49"'Ii. '- -'- ~ 0.'2.8i;E) <br />r--..../ 577..'.- ~ ~ 7 -1---, <br />,AREA TO. BE ADDED j S ~ ~ ~ 57.9 3: ~ 1 I 1 \ <br />,?Y AMENDMENT )0/4 ~OO\) / . 43.97 II-, oN ;J--i--V;19.9' g <br />\ .../ ///@@ J; I I -is' I 1\0 <br />N40'29'19"W .// ::;'~ ..n l I ~~. 12987 i 2985 I :: <br />962 ./ i-:) r-V I I~ I I I <br />. ././ '0:)'1.- gO 1 cr; rl8 6'1 I W <br />......:: S \0'0' 3: ~ I '" l' \ "--1 -"'99'- <br />/' r (j) N r(j) L_-' S . N <br />/ @ ~ L N 1 .....J:;; ~OMMONLELE.M~NT) iD <br />/ p 1- -' I'" - c,\ - co 0 <br />II 0 -[J. 39.;1 ~ ~ ~ is <br />2 24.1' Ul <br />/ 86.17' 98.00' <br />I 41' ACCESS AND S90'OO'OO"W 18417' <br />I UTILITY EASEMENT . <br />I <br />!@ <br />, <br />, <br />, <br />, 3: <br />I!'--Lf) <br />I~N <br />I Oln <br />.;-, <br />I ~o <br />, (J) <br />, <br />I <br />I@ <br />I <br />FOR PLAT CONTINUATION <br />\ <br />\ <br /> <br />167.00' <br /> <br />35736' <br /> <br />, 86.71 <br />57.1-- <br /> <br />93.95' <br /> <br />'1'- <br />N <br />~ <br /> <br />~ <br />.~ 10.6' <br />N <br />'>t <br />o <br />o <br />o <br />Ul@ <br /> <br /> <br /> <br />I'- <br />'" <br /> <br />56.5'~1 L <br />...r- <br />I.", :! 3008 l <br /> <br />Ilg !~0:~~]7 <br /> <br />'>t 55 2'~ ~ -.r "-- -.::-- -.! <br /> <br />~I N8400/'24"W ~ <br />132.1' <br />t 3012 <br />''i:t <br />Noz <br />0::;'" <br />-:E~ <br />0-' <br />\.y'" . <br />1 43.6:t. <br />I "< <br /> <br />LEGEND <br /> <br /> <br />3014 <br /> <br /><;t <br /> <br />-~ & <br />133.94' <br /> <br />I. <br />f? <br />10:; <br />N <br />liD <br /> <br />S88054'39"w <br /> <br />. <br /> <br />3 /4" SOLID IRON ROD FOUND <br /> <br />. 1-1/4" SOLID IRON ROD FOUND <br /> <br />w <br />In- <br />N(f) <br />. I'- <br />Lf)' <br />'" <br />,'" <br />~ - <br />o <br />2 <br /> <br />o 1-1/4" X 30" SOLID IRON RE-ROD SET, MIN. WT. 4.30 Ibs./ft. <br /> <br />UTILITY EASEMENTS. NO POLES OR BURIED CABLES ARE TO BE PLACED <br />SUCH THAT THE INSTALLATION WOULD DISTURB ANY SURVEY STAKE, OR <br />OBSTRUCT VISION ALONG ANY LOT LINE. THE DISTURBANCE <br />OF A SURVEY MONUMENT BY ANYONE IS A VIOLATION OF <br />SECTION 236.32 OF WISCONSIN STATUTES. UTILITY EASEMENTS AS HEREIN <br />SET FORTH ARE FOR THE USE OF PUBLIC BODIES AND PRIVATE PUBLIC <br />UTILITIES HAVING THE RIGHT TO SERVE THE AREA. <br /> <br />~ <br /> <br />6' <br />~ <br />T: + ----==== <br />6' 12T <br /> <br />@ <br /> <br />@ <br /> <br />ALL DISTANCES ARE MEASURED TO THE NEAREST HUNDREDTH OF A FOOT. <br /> <br />@ <br /> <br />SEE SHEET <br /> <br />NOTE' ALL DECKS a PORCHES <br />ARE LIMITED COMMON ELEMENTS. <br /> <br />EXISTING 12' <br />UTILITY EASEMENT <br /> <br />--------- <br /> <br />209.54'1 <br /> <br />I <br /> <br /> <br />1 <br />I <br />I <br />I <br />I <br />I <br />! <br />I <br />I <br />---j <br />I <br />I <br />I <br />! <br />I <br />! <br />! <br />I <br />I <br />In <br />I~ <br />len <br />IX) <br />~! <br />'1 <br />~, <br />~I w <br />18 <br />len <br />, <br />I~ <br />o <br />!<fl <br />I <br />I <br />I <br />I <br />I <br /> <br />01 <br />zl <br /> <br />.6 0 I 24 <br /> <br />"- <br />"- <br />"- <br />"- <br />"- <br />"- <br />"- <br />.... <br /> <br />(f)1 <br />wi <br />H <br /><(I <br />1-1 <br />(f)1 <br />wi <br /> <br />EXISTING 6' <br />UTILITY EASEMENT <br /> <br />.6 0 I 23 <br /> <br />(f)1 <br />--II <br />---11 <br /> <br />----- <br /> <br />-, <br /> <br />II <br /> <br />.6 Q I 22 <br /> <br />wi <br />---11 <br /> <br />------ <br /> <br />MAl' No. 4>.26746 <br />JoB No. 33?? I <br />DATE 4-'?o.i~ <br /> <br />2919 UNIVERSITY AVENUE <br />MADISON. WISCONSIN 53705 <br />PHONE (608) 231 - 3347 <br /> <br />SHEET 2 OF 6 <br /> <br />SCALC t" = 60' <br />