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.''''.•' `.• ' PAR , • .. ., .. -0'4''y r t R • -;:i.- ,::: 4: ,.7 O h. ''11 1- i O_ d'�e•P <br /> SOUTHEAST 1/4 OF'`SECTION 25,'T5N, DBE,`rOINN`'OF`MCNTROSE,''DANE'COUNTY;'NISCONSIN •xN <br /> North 1/4 Corner I <br /> r <br /> Section 25, TSN,R8E I 1 <br /> Alum.Mon.Pound LOT I 1 <br /> in G.SM.22481 <br /> \ ' I <br /> 1 <br /> LANDS ----_..._..-._..� �' <br /> 1 <br /> Section 25-5 8 ` <br /> .7._________.. <br /> - - "-- 1 <br /> h 89.5559' E 807.1 <br /> _x� 1 <br /> Ir Field Fence `? 1 1 It <br /> D rip. ' East /4 Correr• <br /> • ; z' Section 25,15N,RbE <br /> Q; r-1 Alum.Mon.Found <br /> i �CJ8 in iv _ • L-J GARAGE 1 <br /> � � , <br /> '•� ---!I l •0 yr <br /> O I 589.55'59'N <br /> O i -1.. 1 I• <br /> 1n I N I i <br /> L14 --- -tl 1 <br /> Genterlrie of o 20 wide { --- .p p , 11 I <br /> Ingress-Egress Easement C-------{ 11- SHE r 4 1 <br /> • • SFIED 9! m�� I <br /> n r� LOT 1 1I \ I <br /> .......`,y --20(.8' C.S.H.•2635 , 1 <br /> ;X 4 <br /> / CORN - ;Tj. tr - ' 'ss.1 <br /> v, C GR B <br /> v <br /> o . 'cm 31.1' 4s. <br /> v \� v Lot 2 •9` 3. <br /> Z' W I v1� " �/ 3 c �i' <br /> Q • , 141699 r,7Q•Ft. 92.0•_1 f+, c" • 0'.",i <br /> -1; i 16.453 Ac^es r ; :-_' �0 <br /> Excluding Run N. ....”.-1.10•fsE,O • <br /> •I i <br /> pi 11g El aF O / .� <br /> i <br /> ZI NW 1/z-5E I/4 ,A( x,619^ .0��i / <br /> \9 �' � � <br /> Ciere-o Telephone comport' i 0 <br /> "•� /• -• Surveyed For Tom 4 Evelyn Neoth <br /> I R' nt-of-Way t Easement ■' .- 30 Driv e <br /> o Voloma 'b of Records,Pooe . • ,. Evansville,Wis consin <br /> 59536 <br /> 440,Document No. 254158 • /C-Y Genternne of Pavement <br /> n/ • <br /> Y. <br /> i <br /> PROPERTY LINE TABLE <br /> i <br /> LINE LEN6M <br /> MARINE, <br /> i a�� - -LI 86.16' (36.13') 561.42'01•E (561•23•48'E).. <br /> -Fence _lne is opproxlrcoLelu �` Ab,�/ L7 - 4289 (42.15) 5 13'58'01"E (5 195591'EJ <br /> On Property L'n0 ..• ••1� L3 •-:06.65' (•06.41') 5 15•0376'W *15'0503'W) <br /> 3.0' r ��y•1 / -4 93.45' (9396•) 5 46.32'76-E (5 46.16'46'E) <br /> 423.51' .�,l• 0 L5 9101' (91.9,') 5 19•16.03'E S5 13_IS'9'Ef <br /> 589'54'36' W 418.18' , _ Lb ' 120.96' 1120911 5 46'22'45'E (5 48.34'44• )-• <br /> O i i <br /> Li r 5459' (54.80) 5 22.51'14•E (5 22'49'20-0 <br /> v �' 7 �,� <br /> O /34 <br /> 43 :AN(K.7 ,3 - EASEMENT LINE TABLE <br /> / I• LJNM [MADRID LEN6TI <br /> SS �•.. Lb S 60•3671'W 16.61• <br /> W( 1 0 200 400 LO N 20•48100•W 131.00' <br /> r I LIO N 31.06'00•W 112.00' , <br /> O North-South 1/4 Line �n�B� LII N 43.17.00'W 150,00' <br /> Section 25-5-8 L12 - N 41.16170'E 11.00' <br /> O I SCALE IN FEET L13 N 05'00'00'W 10.00' <br /> 0 - L14 5 84•00'0'W 123.00' <br /> Z L15 N 00.20'00'e 10.00' <br /> 5019 1/4 corner <br /> c _. t,'6 N 50•00'00'r4 42.00' <br /> -A,+ml Mnn,FovndRBF. `\`,,�{t{IlrrJ)O'`, Ll, N09.70'00•W I 502.00• <br /> C'(t" L•b N 14•03'00'P4 104.00 <br /> LEGEND .zs .44e.............. Ss ` <br /> ::.:7.i �-L14 N 06'0400'W 124.43' <br /> Section Corner :* / DAVE N1 CURVE 1-2 CURVE 2-3 <br /> • Property Corner Found 7 , A•obV155' A•00.36'31(00•42'00') <br /> U Prooert Corner Se!(3/4' dlo.x 30" JE1ii<I'�l,' '1 4• •69206'0466.00.1 R•169206'(1466.0•) <br /> y r1 7.128.69' T•901' <br /> ^ebo^weighing .50 Ibs\Ir,f L) S l..:).7 L•25689' L •1802' <br /> • <br /> ---- Existing P^ope-ty Line � MADISON, LC.• 25664' LG• 1802'17190 <br /> LGB•N 5177'9•E LG[•N 62.12.35'C <br /> ------ RIgr.t-of-nay Line i WI M62'11'27'CJ <br /> --- Centerline <br /> :".. `(1 �: CURVE 1-3 CURVE 4-5•- -- •- - Easement Line 1 "• `l . <br /> 4'H Sorbed Wlr'e Fe•,ce / \ ` R• 1692 0466.00'1 R•1400.00' <br /> -(0'74'3rY) <br /> �'I vUl<v� <br /> .. __x- Ig/: e��))r jf1:{{� T• 71.16' i•6.00' <br /> ( ) P•evlously Reco^deo I'lf ormotlor L• 21491• L• 1600' <br /> NOTES LG •214.6'• LG•1600•(ib.OQ•1 <br /> LLD•N 51.5198•C LAB•N 62•11'01 <br /> M 62'.256`11 <br /> I, Beorings ore referenced to the westa•'111 right-of-Noy <br /> L;ne Of Edoeh111 Lone,recorded as 5 07.355T E. C.URyE 5-6 CURVE 4-b <br /> 2. Lo: I is subject to o W3consin Power i Light e0%-men: A•0132'34'(01.32"07 A• 40002'(00'•1'40') <br /> R• 140000' <br /> recorded 'n Vo vrne 132 of Mlsce•Imeoub, aoe 10 and T•92.30'(92201 T•10054 <br /> DOCJment NO.603602. 9-,0-9 F L• 18434.084.14) L• 200.34'(200.14) <br /> OATH LC •184.20'(13401') LL 200.1,'(200.06'1 <br /> 3. Qefer to building site ,rfo^motion contained in lone L.cf3•N 56•05'0°•a LCD•44 58•21.48'E <br /> _ M 56.06.48•EJ M 5302653'0 <br /> (Aunty 50:1 Survey. F N rFiy..... <br /> G.5P P.No. '•9DI 3 • CURVE 1-8 CURVE 9-10- <br /> el Jenkins Surveying �j <br /> Doc.N0.M/7005 A,01.29'•46• A•(yelp-3X <br /> & Design, Inc. VOL. 50 PA6M 0230 R• 145500' R•165906' <br /> T•9351' T•17501' <br /> i • 161.48' L•26.35' <br /> 104 JOnnc Drive LC.• 161_35' LG • 26936' <br /> ' Verona, W5consin 53593 LG[• 5 56.4553'W LGB•5 51'51'38'W <br /> < 808-848-5080 PAGE I OF 3 <br /> z <br />