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<br /> CERTIFIED SURVEY MAP
<br /> LOCATED IN THE SE 1/4 OF THE NE#, THE NE 1/4 OF THE NE 4, THE NW 4 OF THE NE 4 AND THE
<br /> SW 4 OF THE NE# 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. No — mom=
<br /> 20.99 Acres I N I= milmme
<br /> North}of Section 28 Northeast Corner of Section 28
<br /> T9N,R6E,Township of Mazomanie
<br /> 2"Diam Iron Pipe T9N,R6E,Township of Mazomanie
<br /> - - _ -S 89'03'24_E 2636 08'(Mon to Mon) - 1"Diam.Pinched top Iron Pipe
<br /> e---
<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. 'Y' S 86°35'14" E 620.54' s1 - • 3/4"SOLID IRON ROD FOUND(unless noted)
<br /> — —— — — _._[. _ _ —/ 0 1 25"0 D.IRON PIPE FOUND(unless noted)
<br /> -° ^���T_���Ir� `-� - 0 3/4"x18"SOLID IRON ROD SET
<br /> F
<br /> 130 Lbs./LINEAL FOOT 7
<br /> M Oa 8. 5,1,.. 6 0 45' C3 t' /
<br /> <.; 33 06' -'I J i 33 06' 1_33 ( ) INDICATES RECORDED AS e
<br /> eptic 216 81'.---o- DISTANCES ARE MEASURED TO THE °G 3
<br /> I� �---- 33' 1 NEAREST HUNDREDTH OF A FOOT. w N N
<br /> I''��„,„,„,,. *Denotes no access to C T H.'Y' N I �J qq
<br /> O" NW-NE except for existing dnves i p t)S a'
<br /> - - pl - '' NE-NE I Q I - - - - g
<br /> t 1 i # 0.-01 SP
<br /> SW NE SE-NE
<br /> j J °` I - N W
<br /> 1 oCI— Z' w�
<br /> WN i _ Qo3
<br /> LANDS 8: asphalt roadway r t M c
<br /> _-_-_ _ (typical) r' L.I.J LOT 1 G
<br /> C) - o f O Z= K Or
<br /> O rseptic-1 ------- 'l l I —I E u� Ir
<br /> ,o yYX'I ▪ Z ." c
<br /> Z m i Lot 1 n Lei I W I LOT 2 •.
<br /> ASSUMED
<br /> 582,434 S.F. ��_� 50 NORTH
<br /> 13.37 Acres ^ I LANDS °o
<br /> LLi GC I ---- I
<br /> I N
<br /> Lp V I C S M 1 4 3 6
<br /> 13 D'1 LOT 3 LANDS
<br /> tT W ry
<br /> e 371 83 I Q i'' L6 a,
<br /> 0
<br /> O L2 cam® '.(y S 89.29'03"E' C) r0 g LOT_4 261 60 °o
<br /> Oa `PO\, ,°„ I �. (S 89•4-87E-) J ♦ •7 83, z
<br /> ■ '-'.\ Lot 2 S 89°34'56" E 627.00' >C �,
<br /> LANDS ;^ /c- r ( 500'26'16"E "� '�
<br /> N311 ,219 S.F. �x� 0/30709' / '`..
<br /> 1'K 7.1 S Acres 1 . (meander line),6 24'�
<br /> 1329 00' •• pZ
<br /> �
<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. e4
<br /> 'Note Refer to the Building Site Information contained in the Dane County Soil Survey.
<br /> `Note Portions of this C 5.M lie within FEMA Flood Zone AE,panel#55025C01 56G. 17,'.,51 A
<br /> Curve Table
<br /> CURVE No RADIUS ARC LENGTH CHORD BEARING (record) CHORD LENGTH DELTA ANGLE 5 89'58'42"W 30 00'
<br /> C1 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 48'16'56 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) . ' ' * • * ' ' • , the East}Corner of Section 28
<br /> LI N 00'02'31"E(N 00'01'E) 307 73'(307.1') ..-‘., ®* , T9N,R6E,Township of Mazomanie
<br /> L2 N 89'35'34"W(N 89.48'W) 238.74' ..�`A L •,it .•. Aluminum Cap on 1 25"Diam Iron Rod
<br /> L3 S 00'00'48"E(S 00'23'E) 249 87'(259.09') (Monument is buried 20"below surface)
<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) 1 32 00' PAUL A. SPETZ' = ATTORNEY ROGER SAGE
<br /> L6 S 89'34'56"E(S 89'48'E) 269.43'(271.60') C=7 : R.L.S. # 2525 0 ' 30 W. MIFFLIN ST.,SUITE 1001
<br /> . ) : M'DISON, MADISON,WI 53703
<br /> MAP NO. 1 3 8 6 7 . I %,'•. PREPARED BY:
<br /> .. Ate'• .1" ,. ISTHMUS SURVEYING, LLC
<br /> DOCUMENT NOSE/6 y /6i ,,,,0,4/ 450 NORTH BALDWIN STREET
<br /> '. I i' MADISON,WI 53703
<br /> VOLUME �.Z PAGE $1 •/ .,.,..1:765� (608) 244.1090
<br /> www.isthmussurveying.com
<br /> C:\PROJECTS\2014\140906-SAGE_RIOVALLEY\140906-SAGE_RIOVALLEYcsm.DWG SHEET 1 OF 4
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