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0 0 0 li <br /> CERTIFIED SURVEY MAP <br /> LOCATED IN THESE 1/4 OF THE NE 4, THE NE 1/4 OF THE NE 4, THE NW 4 OF THE NE 4 AND THE <br /> SW 4 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. — Ell 1111111111111111 <br /> 20.99 Acres MN MI E <br /> North,1 of Section 28 <br /> T9N,R6E,Township of Mazomanie Northeast Corner of Section 28 <br /> 2"Dam Iron Pipe T9N,R6E,Township of Mazomanie <br /> S 89'03'24"E 2636 08'(Mon to Mon) 1"Dam.Pinched top Iron Pipe <br /> - - \ - - ---T <br /> "Right-of-Way" Dedication I <br /> 20,476 S.F. LEGEND 1 <br /> (S 86°51'E) 0.47 Acres A FOUND PK NAIL <br /> C. T. H. 1yr S 86°35'14' E 620.54' M - • 3/4"SOLID IRON ROD FOUND(unless noted) <br /> Lo w__— — — — _ — J _ _ —/, ® 1 25"0 D.IRON PIPE FOUND(unless noted) <br /> 0 3/4"x18"SOLID IRON ROD SET <br /> ce lye 1.50 Lbs./LINEAL FOOT <br /> 74.0.7' 33 06' S 1 I 6 O 433 06'' 133m ( ) INDICATES RECORDED AS �/ <br /> epUc 216 81'--� DISTANCES ARE MEASURED TO THE 3 <br /> i.,.. ,_____-__ 33'=�.� NEAREST HUNDREDTH OF A FOOT, I- W N ry <br /> 'Denotes no access to C T H.Y ~i o ci o <br /> O NW-NE except for existing drives I 1- <br /> o <br /> Q1 ) NE-NE I Q Q p o <br /> l- - _ Q - - - - _34'x28'BI•g � e I N mSW NE SE-NE v <br /> I I <br /> _O - <br /> I Woc = <br /> LANDS m- asphalt roadway 1°idr 1 z — � <br /> V M o a o <br /> O r (typical) i� LOT 1 0 f (.9 z <br /> ,-1 e I— <br /> ` O : 1septic c IT-:° 're °r <br /> —iW I Z 0 nI- <br /> z I" Lot 1 Z LI I W LOT 2 I m F- <br /> r. 582,434 S.F. 7, I H-4:3:1_ 1_ (Si NORTH ASSUMED <br /> 1 3.3 7 Acres ^ ce <br /> LANDS '0 <br /> E 6 6' w Q ----- I c <br /> N <br /> I IO U i C S M 1436 3 <br /> LOT 3 LANDS <br /> T Cu m <br /> 0 e 371 83 • I QN L6 •`oo <br /> L2 .y S 89'29'03"E' b r08 LOT 4 261 60'� o <br /> y Oa `o\ N I `^•�. (S 89'48'E) 1S /Lot 2 S 893456" E 627.00' >C rX„- <br /> , \ o'. <br /> LANDS J,u i $00'26'16"E� o <br /> 1311,219 S.F. U ��X ("/307 09'',/VV�-,,l <br /> 7.1 5 Acres 1 416 ♦ D \(meander hne),6 24'X <br /> 1329 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. r <br /> *Note Refer to the Building Site Information contained in the Dane County Soil Survey. rv. A <br /> *Note Portions of this C S.M lie within FEMA Flood Zone AE,panel#55025C0156G. 1^in <br /> Curve Table 1 t <br /> CURVE No RADIUS ARC LENGTH CHORD BEARING(record) CHORD LENGTH DELTA ANGLE S 89'58'42"W 30 00' <br /> Cl 50.00' 242.08' S 89'34'56"E(N 89'48'E) 66.00' 277'24'01" <br /> tangent Bearing'In'= S 49'07'04 5"W tangent Bearing'Out'= N 4816'56 5"W 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) . . • • • •p• ' • , the East I Corner of Section 28 <br /> Ll N 00'02'31"E(N 00'01'E) 307 73'(307.1') •� '• � <br /> • ®1 d •• T9N,R6E,Township of Mazomanie <br /> LZ N 89'35'34"W(N 89'48'W) 238.74' � • Aluminum Capon 1 25"Dam Iron Rod <br /> k+1 . (Monument is buried 20"below surface) <br /> L3 S 00'00'48"E(S 00°23'E) 249 87'(259.09') - <br /> L4 S 04.25'04"W(S 04'12'E) 100.30' ' * PREPARED FOR: <br /> L5 N 00'09'56"W(N 00.23'W) 132 00' _ ;PAUL A. SPETZ' - ATTORNEY ROGER SAGE <br /> L6 S 89'34'56"E(S 89°48'E) 269.43'(271.60') R.L.S.tsl : # 2525 0 - 30 W. MIFFLIN ST.,SUITE 1001 <br /> -- M•DISON, p,. MADISON,WI 53703 <br /> MAP NO. 1 3 S6 7 . 1,4 d' •'• ,�•• PREPARED BY: <br /> /• ISTHMUS SURVEYING,LLC <br /> DOCUMENT NOS-86 y /6 <br /> . <br /> • • <br /> '4 � • 450 NORTH BALDWIN STREET <br /> �' I' °° �[ MADISON,WI 53703 <br /> VOLUME BIZ PAGE $ '/7p <br /> I 6,� `7 (608)244.1090 <br /> www.IsthmussurveyIng.com <br /> C:\PROJECTS\2014\140906-SAGE_RIOVALLEY\140906-SAGE_RIOVALLEYcsm.DWG SHEET 1 OF 4 <br />