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<br />OENTURY PLAOE ADDITION NO.1
<br />
<br />Owner o.nd Subdlvlderl
<br />Corner Stone DevelopMent III LLC
<br />c/o TOM Ellefson
<br />1018 Go.MMon Lo.ne} Suite 100
<br />Mo.dlson} \alI 53719
<br />
<br />A REPLAT OF LOTS 15 & 16 OF CENTURY PLACE AND A PARCEL OF LAND
<br />LOCATED IN THE SW 1/4 OF THE NE 1/4, SECTION 2, T7N, R8E,
<br />CITY OF MIDDLETON, DANE COUNTY, WISCONSIN.
<br />
<br />if f ()O~
<br />
<br />2
<br />
<br />Surveyor o.nd Englneer'
<br />K.D. Engineering Consul to.ntsl Inc.
<br />2600 CTH Y
<br />Dodgevllle} \all 53533
<br />(608) 935-3310
<br />
<br />BEARINGS ARE REFERENCED TO THE EAST LINE OF THE NE 1/4 OF SECTION 2;
<br />T7N) R8E) CITY OF MIDDLETON) DANE COUNTY) V1ISCONSIN RECORDED AS NOO()31'Ol"V1.
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<br />QTHIS PLAT
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<br /><N 88.26'37' E) <293.88') \
<br />N 88.26'44' E 293.78'
<br />_ _ -4- - - - - - - -xJr- - - - - - -r- - - - - - 50,00' 50,00' 50.00' 55,00' 88,78' \ @
<br />\ I , -r=--..z.:=-'-:-=-=--'=="=-j; . -':'=-...:.="='-"=":--='='~1 i
<br />\ I I 1 I I 1 1 I.. '\ 15' STORM YlATER ANDli \ I
<br />\ I I I I.... I I~ I I~ I I~ ~ RAIN GARDEN EASEMENT \~ ! I
<br />I ..... to (Y)u5\ 8' STORM YlATER AND-I t--
<br />\ I I 6 MI~ 20 \~ ~\ 21 \~ ~ 22 ~ ~ 23 1~lf")1 RAIN GARDEN EASEMENT\! ! \h \
<br />LOT_3_ \ LOT _4_ I LOT I 19} - - (]\(]'I lb. ~ 4197 Sq. F't I~+ ~ 4197 Sq. F't ~ ~ 4453 Sq. F't 10 1 24 1\ \ ~ I
<br />_ _ _ - \ - - ~.. ~I~ 4197 Sq. F't ,., ~ ~ (tJ I:'" OOl[Eo.seMent F'or)Z 88~4 S I:"'t III i co I
<br />\ I N oJ) IY IS 1 10 \ Public Ylo. ter 0 I Street Light I c;. q.... I I
<br />\ I I (,<v/ trlU1 I IZ 1 IZ I Ancl So.nlto.ry Iz 1 A ~ I 7' PUBLIC 1\ I
<br />\ I \.I~ / ~~ ..J ~ewer ~o.se~nt _ i~ jSIDEYlALK II!
<br /><( r L - - - - ..J L - - - - - 5' 5' - 1\ ~ I EASEMENT I I
<br />\. - - - - - - - 1 _ _ _..~ / / L _._._._._._._ jpJ' . ~_._ " '$~b'? L 5' .J'L.J!
<br />/' ::..' ; :.-'- - - -RC-LE.L - ~~~r_=J; + :. -.-: 1- '- S 88.2~~~~~]~ -'-'-'5' . '155.2~~'00' t5.~~~ - :~.....~~. yo ,,,,,'(\,""~'. rt~'=-~8'~~~'~1 I
<br />" ;"'" ONE el <'.~" , OUTLOT 4 \J:!) , '. .""":\,?I~~."",, ~ - oc .ou - ,I
<br />", FJ:~~ -,.~sfRiET) ()f/OUTLOT 2 23.00' ~ 8~6~ S 33,oo'FLAGSTONE CIRCLE 5,22", \\>\S"""6~;.,~~~~ 2' II \ \
<br />(PRIVA !;.. /'..- - - 1 (\J c;. c;. q, F't , ",.""" \ .. I
<br />..- - - - =r - - - - - S 88.26'44' YI 152,59', ,'\ 25 I! If") I
<br />;"'" ~_._.-.- --'--'--'__.=:.:- -@- - -CI- - - ._._._._.~OJl.Q!.._._. ._._._. ~Q&9':1-'-' ._._._.~.l-~2._._.-@,~. ',\ \ , ~
<br />/' "',,// I '-'-1'--,-,-'-'-'-'-'~ '-5' r - - - --.... '\ ',\ 5 5215 Sq. F't 11lf") I
<br />/ : : ~2 r - - - - l r - - - - ~; 0- I I Q( ) ) fe! I J ! :
<br />I , .." I I I 1M ~ I 1 7 I iin ~ tR u5! L - S S8+29'02"-Yl- - I I
<br />fRRJ I 1'1: I 1 8 ~ IH I 3891 Sq. F't I it\! in w cO~. 10168' . I
<br />I'M M M ~ 1 9 ':- IS I i~ d ~ oJ)! - - - -' - - - - ,I I
<br />I LOT_8_ I LOT_7 _ ~~ .I~ 4412 Sq. F't ~ \cJ 4296 Sq. F"t IZ ~. .... .-J! ~ t:; LJ I " Ii (\J' \
<br />I - - , - - 00 Ie . ~ ~ 1 -S 88~6'44r-V.. I LJ w" i 26 II \Q I
<br />Z Z \:... <X>J 00' 1" 0 00' I (\J
<br />) , Y I 0 I t, r - 2Q.QL - -, ! ~ ~ ~ ~I 5393 Sq. F't II If") I
<br />/' I I I Iz I I~ .. I I I ~ > ... If")i I I
<br />./ ./ I I L _ _ _ - J L - - - -1[; i I 1 6 I 116 a ~ : . N1 88'29'08' E, 4.07' ! ! f'7\
<br />/' .... ('r) I 3736 Sq. F't 10 Z v L - - - - - - - - --.J 0-
<br />/' I I ~ 49.98' /" 42.89' ~ --A- J _ilf") 23,00'
<br />/' L_ ~ _ _ _ _ _ - r / , - (- - - - T I . 27.07' S 88+28'51' YI 99.06'
<br />/' /' , - - - - - I '-s 88.29'08' YI 92,87: -A:; L I 32.07' ~S; <S 88.29'07' YI)
<br />\ -(' I I I <S 88.29'07' I YI 92.82 ) ~ ~ ~ L N 88.21'57' E.J ! ~~
<br />\ I , ,(,<v/ I ~~ r - .J..5.57_ r -, iL.J .J.~ "D .&. ~ Lo.nds
<br />\ T 10 I I I 'i'vtf- / I I I I r 27 20' U~~ -:L"~u- - -34
<br />\ 1Q.. - - j <( "/ , LOT .14- ~~ LQJ.J~ " 32.20' .. .. -yot. lm.Q9~-J'..9'--
<br />\ : l-Q}.JL : l-Q}.J~,\v~V./l-Q}.J~ I -- ~~~: - 15 \ : :~A ~~ ---
<br />\ I I <'.~ /' I I :...~ ~ I 4007 Sq. F'tl I J' ~ :...:..
<br />("'5.// I I 00 If") / 5' r- 00
<br />\ I I '7 Zz L - - - -t -3 // JI (1)(1)
<br />\ I I _._ _'_ _ _ _ _ '._ _ _ _ _ _ _ _._ I _._ _._ _ _ _ _Y -\ r._._5~!<z.~:.- - / 46:29'-'.J V
<br />\yt:. -=.:c.-=.::.. :::..-=.::..C - - - - - =:};. - - - - -:J;. - - - - - S 88'21'24' VI CD 100,25' I
<br />E <S 88+21'21' YI) <100.00') 28 05'
<br />~ FLAGSTONE_CIRCL- '1 !
<br />~ - (PRIVATE STREET> .Q'-ITtJ1L ~ ..L-b- _ _ _ _ _ - -
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<br />_ .:...:.r- - 518--
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<br />.bO~ 1.02
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<br />40' 0 40 80 120
<br />-
<br />SCQle 1// 40/
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<br />NE 1/4 SEe 02
<br />LDCA TION MAP
<br />No Sco.le
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<br />12' PUBLIC SIDEYlALK EASEMENT <<:::r: 1
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<br />12' PUBLIC SIDEWALK EASEMENT ::z: 1
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<br />NE Corner
<br />Section 02. T7N - RaE
<br />Found Aluminum Monument
<br />
<br /> LEGEND
<br />Li = Found 3/4* Dlo.Meter Round Iron Bo.r
<br />0 = Found 1 1/4* Dlo.Meter Round Iron Bo.r
<br />~ = Found PK No.ll
<br />0 = Found 1* Dlo., Round Iron Pipe
<br />. = Set 1.27* x 30* Round Reinforcing Bo.r
<br /> Vlt. = 4.303 Lbs.lLln Ft.
<br />--- = Building Setbo.ck Line
<br />-.-.-.-.- = Proposed Eo.seMent Lines
<br />( ) = Recorded As
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<br />All other lot o.nd outlot corners o.re Mo.rked with 3/4' by 24*
<br />Round Reinforcing Bo.rs Vlelghlng = 1.502 Lbs.lLln Ft,
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<br />LOT .3-
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<br />N 90+00'00' E
<br />1945.42'
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<br />NOTESI
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<br />Refer to the Do.ne County Soil Survey} for soil types.
<br />Dlsto.ncesl lengths, o.nd widths o.re Meo.sured
<br />to the neo.rest hundreth of 0. foot.
<br />Dlsto.nces shown o.long curves o.re chord lengths.
<br />
<br />
<br />
<br />East 1/4 Corner
<br />Section 02, T7N - RaE
<br />Found Aluminum Monument
<br />
<br />
<br />NOTICE OF POSSIBLE LIMITATION OF PUBLIC SERVICES.
<br />
<br />This plat or certified survey map contains private road(s), and, as a result,
<br />certain city services may be limited. The extent of these limitations is spelled out in
<br />a document called a city/developer agreement; or, if this is a condominium plat, in
<br />a document called a general development plan (GDP), which directly related to this
<br />plat or CSM and is flied as a public document in the offices of both the Middleton
<br />City Clerk and the Director of Public Works for the City of Middleton.
<br />
<br />CURVE TABLE
<br />
<br />CURVE RADIUS CENTRAL
<br />NUMBER (FT) ANGLE
<br />
<br />1-2 20.00 87+05'54'
<br />3-4 20.00 92+ 48'46"
<br />5-6 40.50 92+ 48' 46"
<br />Lot 25 40.50 31+19'22*
<br />Lot 24 40,50 23+33'26"
<br />Lot 23 40.50 37'55'58*
<br />7-8 2378.70 04'42'26'
<br />Lot 26 2378.70 01.16'02"
<br />Lot 25 2378.70 01.17'16'
<br />Lot 24 2378.70 02+09'08'
<br />
<br />ARC CHORD
<br />LENGTH LENGTH
<br />(FT) (F"T)
<br />30.40 27.56
<br />32.40 28.97
<br />65.61 58.66
<br />22.14 21.87
<br />16.65 16.53
<br />26.81 26.33
<br />195.42 195.37
<br />52.62 52.62
<br />53.45 53.45
<br />89.35 89.35
<br />
<br />CHORD
<br />BEARING
<br />
<br />N 44+48'27* E
<br />N 45+08'53' VI
<br />N 45+08'53" VI
<br />N 14+24'12" VI
<br />N 41+50'36' VI
<br />N 72'35'17' VI
<br />N 02+02'06' VI
<br />N 00'18'54* VI
<br />N 01+35'33' VI
<br />N 03'18'45" VI
<br />
<br />TAN 1
<br />BEARING
<br />
<br />TAN 2
<br />BEARING
<br />
<br />There are no objections to this plat with respect to
<br />Sees. 236.15,236.16,236.20 and 236.21(1) and (2),
<br />Wis Stats. 88 provided by s. 236.12, Wis. Stats.
<br />
<br />--"- 20K
<br />
<br />
<br />
<br />~Of~~
<br />
<br />
<br />N 30'03'53' VI
<br />N 53+37'19" VI
<br />N 00'19'07" E
<br />N 00.19'07" E
<br />N 00'56'55" VI
<br />N 02.14'11' 'W
<br />
<br />N 30'03'53' 'W
<br />N 53'37'19' 'W
<br />
<br />N 04+23'19" VI
<br />. N 00+56'55" 'W
<br />N 02+14'11" VI
<br />N 04+23'19' VI
<br />
<br />
<br />Revised Mo.rch 101 2005
<br />Revised June 71 2005
<br />Revised June 29} 2005
<br />
<br />Sheet 1 of' 2
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