|
<br />8th
<br />RECEIVED FOR RECORDING THIS ______
<br />DAY OF _J!1J!XJ2/tL____, 2006 AT
<br />!L~tj.3... O'CLOCK __fr__M, AND
<br />RECORDED IN VOLUME ~-.::L'!.!LA_ OF
<br />CONDOMINIUM PLATS ON PAGES_L::2-__,
<br />
<br />LEGEND
<br />
<br />Arrows indicate the direction of surface
<br />drainage swaie at individual property lines. Said
<br />drainage swole shall be graded with the
<br />construction of each principle structure and
<br />maintained by the lot owner unless modified
<br />with the approval of the city engineer (per
<br />CSM Na.8048).
<br />
<br /><E--
<br />
<br />AS
<br />
<br />----
<br />---
<br />--
<br />
<br />-----------------
<br />------------------------
<br />
<br />DOCUMENT NUMBER _if I "J!..L!::_7___.
<br />
<br />
<br />~
<br />o
<br />"
<br />~
<br />o
<br />u.Z
<br />Ou.
<br />wO
<br />~~
<br />ti~
<br />~..
<br />we
<br />i!'~
<br />00:
<br />1-0
<br />00
<br />Ww
<br />00:
<br />m~
<br />o:~
<br />w.
<br />u.o
<br />ll!z
<br />",:E
<br />~~
<br />~~
<br />",9
<br />
<br />\
<br />
<br />,~ I I
<br />0'1. I
<br />
<br />~--~ :
<br />=-_-cll
<br />,<' I I
<br />0'1. 0 I
<br />\; C>
<br />~l
<br />
<br />I
<br />------~I
<br />~\ \
<br />,,,~ I
<br />,,0'1. jB I I
<br />:;:: I
<br />
<br />- - I
<br />~=-:'--=:l :
<br />
<br />~ ,1 t:\ I
<br />
<br />,,0
<br />
<br />\\
<br />II
<br />II
<br />I
<br />t\:
<br />
<br />I
<br />------1
<br />
<br />"
<br />0'1.
<br />\;
<br />
<br />>-
<br />'"
<br />-./
<br />-./
<br />~
<br />;;f
<br />Q
<br />:i
<br />()
<br />
<br />Y ROAD
<br />'" ------"l-
<br />---~-- I
<br />I
<br />
<br />E
<br />
<br />--
<br />
<br />N 88000'00" E
<br />
<br />193.78'
<br />
<br />0.".
<br />24.40' ~~ .
<br />C'o.\i}",,-
<br />~o/~'
<br />
<br />, 0~'O
<br />0'1. 'Ii
<br />\; ",0'
<br />\l-'
<br />"',
<br />c,.
<br />
<br />/----
<br />I
<br />I
<br />I
<br />,
<br />,
<br />I
<br />,
<br />J
<br />,
<br />J
<br />J
<br />f
<br />f
<br />I
<br />f
<br />I
<br />I
<br />I
<br />I
<br />I
<br />I
<br />!
<br />I
<br />I
<br />I
<br />I
<br />!if, I . /
<br />~to I
<br />'i- f:,y I
<br />/ it I ~ /
<br />Ii ~ I '" /
<br />~iJ!sII/;J;;/
<br />I ~~ ~ /
<br />!. ~ {
<br />
<br />".ill /
<br />I
<br />I
<br />
<br />1/
<br />I
<br />I I
<br />/ /
<br />I
<br />I I
<br />/ 1/
<br />
<br />//'v"v 1/
<br />/ /,; / /
<br />/ 1~ /
<br />/ C/ / I COMMON ELf'MENTS
<br />/~ / /// ----
<br />PU8L1C UTILITY EA5EMENT
<br />
<br />/ / ////:_-f--"'----:---C~!_h~
<br />,/ ./ // ~_joropo5ed Bvildmg:
<br />~, / /: for)
<br />~ 9.~9 /' A /~/ : Ex,.p..<'!l'Jwon Area :
<br />~ ..1 \\\ /' ~ {] B / i q i---l~ :
<br />l\.~ 'l" /'"1 P '/C~ D fa 1.._~.J l...J 1 l..__"
<br />'0\1 '" /'" urve a ...__-1
<br />c.rti!< ,/: C' 11 //~ Curve RadiUs, Arc Deita
<br />S v/,_ 1.,J /' C-l 267.00 128,41' 27"33'20"
<br />/' _ 1 V /~ C-2 367.00' 267.21' 41"43'00"
<br />"'",~ 1 // C-3 394.67' 128.03' 18"35'10"
<br />/- ~/ C-4 15.00' 24.15' 92"15'50"
<br />// C-5 384.00' 73.72' 11000'00"
<br />,// C-6 367.00' 123.04' 19012'32"
<br />~/ C-7 367.00' 144.17' 22"30'28"
<br />
<br />I
<br />",I
<br />
<br />~\
<br />
<br />.
<br />
<br />r
<br />\
<br />.
<br />
<br />
<br />/
<br />
<br />.
<br />
<br />
<br />Unff4
<br />
<br />Unit 3
<br />
<br />
<br />~
<br />
<br />N 88007'20" E
<br />
<br />EXPANSION
<br />
<br />r--r--------~
<br />1 ~ r"l'""'.
<br />~ j.;.~~.,
<br />. "
<br />\ ',~
<br />~-------lr---~\
<br />. "
<br />, !y"'!---
<br />f-'" "M
<br />. . .
<br />.......' ,
<br />~--_--.../----_..
<br />
<br />LEGEND
<br />
<br />--------;,
<br />....'
<br />
<br />.
<br />
<br />FOUND 3/4' RE8AR
<br />FOUND 1-1/4"RfBAR
<br />
<br />LIMITED COMMON ELf'MENTS
<br />
<br />f--;
<br />, ,
<br />r
<br />\..
<br />\.";.-
<br />, ,
<br />. ,
<br />, "
<br />".." _-..-f
<br />,--
<br />
<br />@
<br />
<br />L.GE
<br />C.E.
<br />
<br />rFL..r-..
<br />\ Proposed BUlldmg I
<br />for
<br />ThIS Condommlvm I
<br />1:1 I' I
<br />L..J L-r..J L.J
<br />Chord Chord
<br />Length Bearing
<br />127.18' S 74"20'40" W
<br />261.35' S 39"42'30" W
<br />127.46' S09"33'25"W
<br />21.63' S 45"52'05" E
<br />73.61' N 82"30'00" E
<br />122.46' S 28"27'16" W
<br />143.24' S 49"18'46" W
<br />
<br />~._-----
<br />
<br />_______J
<br />S 88007'20. W
<br />17.00'
<br />
<br />~
<br />
<br />(/-1
<br />
<br />~
<br />
<br />----
<br />
<br />VOL
<br />
<br />5- 10'111
<br />
<br />Co /'Vb 0
<br />
<br />PflGE.
<br />
<br />I
<br />
<br />PL.I1T S
<br />
<br />REMINGTON PARK CONDOMINIUM PLA T-
<br />
<br />Addendum No. 3
<br />
<br />80
<br />SCALE: 1" = 80'
<br />
<br />Surveyor's Certificate:
<br />
<br />CITY
<br />
<br />FITCHBURG.
<br />
<br />.
<br />
<br />/ L
<br />_-- ------ V A. L
<br />.j . fl _ fI L '.&.-1'. _~/-/- ~
<br />~~t-..I1~~_--- pEL____-
<br />JANE C. L1CHT:-~EGISTER OF DEEDS -// rJ..4 ____ - C-5
<br />DANE COUNTY, WISCONSIN C ft ____ - 152,91' .
<br />0> _ ---- 000'00" t:
<br />...-0;: ....-------... N 17 _ _ =-:--- -
<br />t corner a - ~
<br />Northwe~SM No. 804 _.::.::::,
<br />\,.ot 2, I
<br />
<br />OF
<br />
<br />o
<br />
<br />\\\. i Iii II,
<br />"'lOGON III
<br />,", \ ~~..-.....S/A~'
<br />':;:'~J..... ....#vJ'...
<br />:2 /.. M~RK A. ...... ...,;.
<br />= ! PYNNONEN \ ::.
<br />=.A..~ 5-2538 I.A..::
<br />_W'. .M-
<br />-;'.. ,,\. Madison i.....::.
<br />-;.'\.~\. "NI ...~.;:-
<br />v '. lJ ." ,V....
<br />"......tf^...~m~.... ~ ..:'
<br />", v Su '
<br />'/11 \''1
<br />1111111\\\\
<br />
<br />DANE
<br />
<br />COUNTY,
<br />,
<br />160
<br />
<br />WISCONSIN
<br />
<br />I, Mark A. Pynnonen, Wisconsin Registered land Surveyor No.
<br />2538, do hereby certify that I hove surveyed and mopped the
<br />property described and pictured hereon in accordance with
<br />official records. I further certify that this plot is prepared in
<br />accordance with Wisconsin Statutes Sections 703.11 and is 0
<br />correct representation of the condominium described and the
<br />identification and location of each unit and the common
<br />elements, can>>" determined from this pial.
<br />
<br />_221~_A!.~RM..e,~LP_.:.E_:.~~q,cp
<br />Mark A. Pynnonen, R.LS o. 2538
<br />Expansi Area Description:
<br />
<br />Condominium Description:
<br />
<br />Port of Lot 2, Certified Survey Map No. 8048. os recorded in
<br />Volume 43 of Done County Certified Survey Mops on Pages
<br />44-46. In the City of Fitchburg, Dane County, Wisconsin,
<br />described os follows;
<br />Beginning at the Northwest corner of sold Lot 2; Thence
<br />N77'OO'OO"E along the Southerly right-Of-way line of Chapel
<br />Valley Rood, 152.97 feet to a poInt of curvature; Thence
<br />continuing olong soid Southerly right-of-way line, 73.72 feet
<br />along the arc of 0 curve to the right having 0 radius of 384.00
<br />feet ond 0 long chord bearing ond distance of N82'30'OO"E, 73.61
<br />feet to the point of tangency; Thence continuing along said
<br />Southerly right-of-way line, N88'00'OO"E, 193.78 feet to 0 point
<br />of curvature; Thence along the Northwesterly right-of-way line of
<br />Wilshire Drive, 24.15 feet olong the arc of a curve to the right
<br />having 0 radius of 15.00 feet and a long chord bearing and
<br />distance of S45'52'05"E, 21.63 feet to a point of compound
<br />curvature; Thence continuing along soid Northwesterly
<br />right-of-way line. 128.03 feet along the arc of 0 curve to the
<br />right having 0 radIus of 394.67 feet ond a long chord bearing
<br />and distance of S09-33'25"W, 127.46 feet to the point of
<br />tangency. Thence continuIng olong soid Northwesterly
<br />right-of-way line, S1S'S1'OO"W, 264.46 feet to 0 point of
<br />curvature; Thence continuing- aiong said Northwesterly
<br />right-of-way 11ne, 267.21 feet along the orc of 0 curve to the
<br />right having a radius of 367.00 feet and a long chord bearing
<br />cnd distance of S39'42'30"W, 261.35 feet to the point of
<br />tangency; Thence N2Z'S4'OO"W, 114.52 feet; Thence NS7'OS'30"E,
<br />93.00 feet; Thence N41'05'53"W, 211.95 feet; Thence N85'40'16"W,
<br />44.67 feet to the Southeast corner of Lot 1, Certified Survey Mop
<br />No. 8048; Thence N01'S2'4Q"W clang the East Hne of sold Lot 1,
<br />222.32 feet to the Northwest corner of soid Lot 2 and the point
<br />of beginning.
<br />
<br />Notes
<br />
<br />1) This property is subject to any and 011 easements and
<br />agreements, both recorded and unrecorded.
<br />2) Wetlands, if present, hove not been delineated.
<br />3) All areas outside of Units ore Common Elements unless
<br />otherwise noted hereon or in the Condominium Declaration.
<br />4) Location of buildings containing Units 1-12 and
<br />improvements per field surveys doted November 111 2004;
<br />April 18, 2005; and July 6, 2005.
<br />5) Dimensions on Unit floor plans based on documents
<br />provided to this office.
<br />6) Unit dimensions and areas ore based upon architecturol
<br />dimensions, These dimensions ore therefore approximate
<br />and do not supersede unit boundaries os set forth in the
<br />condominium declaration.
<br />7) Stoops, walks and drives ore Limited Common Elements
<br />for the appurtenant units.
<br />8) Location of proposed buildings based on documents
<br />provided to this office.
<br />
<br />Part of Lot 2, Certified Survey Mop No. 8048. os recorded in
<br />Volume 43 of Dane County Certified Survey Mops on Pages
<br />44-46, in the City of Fitchburg. Done County. WisconsIn,
<br />described os follows:
<br />Lot 2, Certified Survey Mop No. 8048 EXCEPT those lands
<br />included in this Condominium.
<br />
<br />Description of lands added by this Addendum:
<br />
<br />Port of Lot 2, Certified Survey Mop No. 8048, 0$ recorded in
<br />Volume 4.3 of Done County Certified Survey Mops on Pages
<br />44-46, in the City of Fitchburg, Done County, Wisconsin,
<br />described os follows:
<br />Commencing ot the Northwest corner of soid lot 2; Thence
<br />N7TOO'OO"E olong the Southerly right-of-way Hne of Chopel
<br />Volley Rood. 152.97 feet to 0 point of curvature; Thence
<br />continuing along. said Southerly right-of-way line, 73.72 feet
<br />along the arc of a curve to the right having a radius of 384.00
<br />feet and 0 long chord bearing and dIstance of N82030'OO"E, 73.61
<br />feet to the point of tangency. Thence continuing along soid
<br />Southerly right-of-way line. N8B'OO'OO"E, 193.78 feet to a point
<br />of curvature; Thence along the Northwesterly right-of-way line of
<br />Wilshire Drive, 24.15 feet along the arc of 0 curve to the right
<br />having a radius of 15.00 feet and a long chord bearing and
<br />distance of 545'52'05"E, 21.63 feet to a point of compound
<br />curvature; Thence continuing along said Northwesterly
<br />rIght-of-way line, 128.03 feet along the arc of a curve to the
<br />right having a radius of 394.67 feet and 0 long chord bearing
<br />and distance of S09'33'25"W, 127.46 feet to the point of
<br />tangency. Thence continuing along said Northwesterly
<br />right-of-way line, S18'51'OO"W, 264.46 feet to 0 point of
<br />curvature; Thence continuing along said Northwesterly
<br />right-of-way line, 123.04 feet along the arc of 0 curve to the
<br />right having 0 radius of 367.00 feet and a long chord bearing
<br />and distance of 528027'16"W. 122.46 feet to the point of
<br />beginning; Thence continuing along said Northwesterly
<br />right-of-way line. 144.17 feet along the arc of a curve to the
<br />right having 0 radius of 367,00 feet and a long chord bearing
<br />and distance af S4918'46"W, 143.24 feet to the point of
<br />tangency; Thence N220S4'OQ"W, 114.52 feet; ihence N5r05'30"E,
<br />93.00 feet; Thence 550010'26"E, 97.79 feet to soid Northwesterly
<br />right-of-way line and the point of beginning.
<br />
<br />J; \2004\041482
<br />L: \2004 \Remington Pork Condo \051335-3rd_Add.dwg
<br />BIRRENKOTT SURVEYING, INC.
<br />
<br />
<br />PREP ARED BY;
<br />BIRRENKOTT SURVEYING, INC.
<br />1677 N. BRISTOL STREET
<br />P.O. BOX 237
<br />SUN PRAIRIE. WI 53590
<br />(608) 837-7463 office
<br />(608) 837-1081 fax
<br />PREPARED FOR;
<br />PRINCETON CUSTOM HOMES
<br />2985 TRIVERTON PiKE DRIVE
<br />FITCHBURG, WIS. 53711
<br />608-274-7747
<br />SHEET ONE OF TWO
<br />OFFICE MAP NO. 051335
<br />
<br />
<br />ExJ!Jtmg Bvildmg
<br />or
<br />Under ConstructIon
<br />
<br />
|