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• a ® • <br /> CERTIFIED SURVEY MAP <br /> LOCATED IN THE SE 1/4 OF THE NE 4, THE NE 1 /4 OF THE NE}, THE NW}OF THE NE 4 AND THE <br /> SW i OF THE NE 4 OF SECTION 28, T9N, R6E, TOWNSHIP OF MAZOMANIE, DANE COUNTY, <br /> WISCONSIN <br /> This Certified Survey Map Contains 300' 0' 300' <br /> 914,129 S.F. <br /> 20.99 Acres on■ o_—imi■ii <br /> North}of Section 28 Northeast Corner of Section 28 <br /> T9N,R6E,Township of Mazomame <br /> 2"Diam Iron Pipe T9N,R6E,Township of Mazomanie <br /> o-- - - - -S 89'03'24_E 2636 08'(Mon to Mon) ! - 1"Diam. Pinched top Iron Pipe <br /> "Right-of-Way" Dedication I I <br /> 20,476 S.F. <br /> LEGEND <br /> (S 88'51'E 0.47 Acres A FOUND PK NAIL <br /> C. T. H. iyi S 86°35'14" E 620.54' M - • 3/4"SOLID IRON ROD FOUND(unless noted) <br /> to — _ _ . _ - .- 0 1 25"O D.IRON PIPE FOUND(unless noted) <br /> `O .�...� � ---4______.- - — 0 3/4"x18"SOLID IRON ROD SET <br /> ,�io - ----8►Ol r 1.50 Lbs./LINEAL FOOT <br /> 8. 5'1 i <br /> "'i3O 33 06' -"I 6 0 45' If33' ( ) INDICATES RECORDED AS <br /> 1.■ epuc 33 06' <br /> 216 81%----*-- DISTANCES ARE MEASURED TO THE <br /> n 33' NEAREST HUNDREDTH OF A FOOT. a W,a„ ,°.� <br /> *Denotes no access to C T H.'Y ' I �y, <br /> �'viiii�iiiin o, DS a' <br /> ai NW-NE except for existing doves <br /> 11 NE-NE - I Q `o f,3`� 8 <br /> r I CS z <br /> - - `34'x28'BI g - - - I 0 - - - - - �1 ,�Wg <br /> -.0 <br /> SW-NE SE-NE J] � =I N s W m <br /> I - I W�� <br /> wni I -CC l— Z - ao = <br /> LANDS asphalt roadway W °;c o <br /> ----- (typical) 1"I LL I LOT 1 `e rn <br /> •o iU <br /> 8 - -1 I+ F-" —I I°' a <br /> =Z Ceptic�.2 o 1�b Z I . ° P <br /> a 1 Z LOt 1 G' I d; Lu LOT 2 , l - ASSUMED <br /> �. 582,434 S.F. 1-v.� L rn NORTH <br /> 13.37 Acres ] N. I LANDS °o <br /> I F2 W � N <br /> I j < I V I C S M 1 4_36 3 LANDS <br /> Co <br /> 371 83 ( °' L6 Q 2'S 892903E 8'E) 261 L2 er � (S 89.48'E) J .■ Lot 2 - S 89°34'56" E 627.00' x <br /> LANDS J : , r.s NIP 500'26'16"E '-.- <br /> .> 311,219 S.F. �� V\ 30709' /' .• �, 7.1 5 Acres 1 , k...'4 ' line) 4' <br /> 1 329 00' •• <br /> N 89'35'01" W 1335.24' LANDS <br /> `Note Hatched Areas represent No Build Zones within Lot 2,and are prone to Flooding or designated as Wetlands. N <br /> *Note Refer to the Building Site Information contained in the Dane County Soil Survey. <br /> *Note Portions of this C S.M lie within FEMA Flood Zone AE, panel#55025C01 56G. ::',ii X <br /> i <br /> Curve Table Im <br /> CURVE No RADIUS ARC LENGTH CHORD BEARING (record) CHORD LENGTH DELTA ANGLE 89'58'42"W 30 00' <br /> Cl 50.00' 242.08' S 89'34'56"E(N89'48'E) 66.00' 277'24'01" <br /> tangent Bearing'In'= S 49'07'04 5"W I tangent Bearing'Out'= N 48'1 6'56 5"W I Actual Corner <br /> (in drainage ditch) <br /> South line-NW 1/4 of Sec 27 <br /> Line Table Meander Corner-East of <br /> LINE No BEARING(record) DISTANCE(record) • . •` • • <br /> the East}Corner of Section 28 <br /> LI N 00'02'31"E(N 00'01'E) 307 73'(307.1') . ®1V. ° T9N,R6E.Township of Mazomanie <br /> L2 N 89'35'34"W(N89°48'W) 238.74' ...4 .�,(�.�•. Aluminum Cap on 1 25"Diam Iron Rod <br /> (Monument is buried 20"below surface) <br /> L3 S 00.00'48"E(S 00'23'E) 249 87'(259.09') PREPARED FOR: <br /> L4 S 04'25'04"W(S 04'12'E) 100.30' ; PAUL A. SPETZ- ;Id : ATTORNEY ROGER SAGE <br /> L5 N 00'09'56"W(N 00'23'W) 132 00' - • R.L.S. # 2525 0 - 30 W. MIFFLIN ST.,SUITE 1001 <br /> L6 S 89'34'56"E(S 89'48'E) 269.43'(271.60) _ M•DISON, MADISON,WI 53703 <br /> MAP NO. 13 86 7 �.' PREPARED BY: <br /> �'� '• ISTHMUS SURVEYING, lLC <br /> DOCUMENT NO-5-1/6 Li I 1 1 ivY 450 NORTH <br /> MADISON. IN STREET <br /> VOLUME alt- PAGE $1 °/.�e3'�l� <br /> (608) 244.1090 <br /> www.Isthmussurveying.com <br /> C:\PROJECTS\2014\140906-SAGE_RIOVALLEY\140906-SAGE_RIOVALLEYcsm.DWG SHEET 1 OF 4 <br />