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CERTIFIED SURVEY MAP NO. I H 6,0 6
<br /> PART OF THE SW 1/4 OF THE SW 1/4 OF SECTION 17, TOWN 05 NORTH, RANGE 09
<br /> EAST, AND PART OF THE NW 1/4 OF THE NW 1/4 OF SECTION 20, TOWN 05 NORTH,
<br /> RANGE 09 EAST, ALL IN THE TOWN OF OREGON, DANE COUNTY, WISCONSIN.
<br /> SE 1/4-SE 1/4
<br /> NOTES /
<br /> 1.BEARINGS ARE REFERENCED // ,/pP /
<br /> TO THE SOUTH LINE OF THE SW 1/4 OF I / �'?�3r 0 nit 60'
<br /> /
<br /> SECTION 17, T5N,R9E,RECORDED AS / p"'# / I c I I I
<br /> S 89°45'00"E. I / ,:e / / SW 1/4-SW 1/4 SCALE:1"=60'
<br /> O�y /
<br /> 2. DEEDED LEGAL DESCRIPTION DOES NOT / �''s-/5~.` //
<br /> CLOSE. /'
<br /> / /
<br /> 3. REFER TO BUILDING SITE INFORMATION I // ^s N 89°45 00"w 150.34 0 .
<br /> CONTAINED IN THE DANE COUNTY SOIL 37.09' P 113.25'
<br /> / • ( / / TA'
<br /> SURVEY. I / / X,
<br /> 1 Z
<br /> 4. LOT 1 CONTAINS FLOOD PLAIN 1// ,•' �f r�Rl u
<br /> BOUNDARIES,ZONE A,PANEL# / /4 � 9as.°44 8.25'DEDICATED TO PUBLIC o
<br /> 55025C0590G. /' L,° 4, / ,..4. FOR ROAD RIGHT-OF-WAY g!
<br /> / I ;N .'J� /,, / /;V. 1' c
<br /> 5. ACCESS TO BE FROM STORYTOWN ——_-/ .ry 4' / /h
<br /> ROAD. ;`' 2=^o '_/_?SS o --wA'; S
<br /> PROPERTY SURVEYED: --------
<br /> 848 STORYTOWN ROAD —-------- ----1-- \ \ $89°45'00'E 2699.55'
<br /> ALUM.MON. _-�\ --_— 204.10'------------- 2495.45'
<br /> OREGON, WI 53575 \ \ LOT 1
<br /> SW CORNER \ \ ALUM.MON.
<br /> SURVEYED FOR: - SEC.17-05-09 ' ■ \ \ CONTAINS 43,369 SQUARE S 1/4 CORNER
<br /> (TIES FOUND) I \ \ FEET OR 1.00 ACRES SEC.17-05-09
<br /> ERIC NELSON ---= -- \�\ INCLUDING 15,270 SQUARE (TIES FOUND)
<br /> \ \ FEET OR 0.35 ACRES OF
<br /> SURVEYED BY: `---.1, \ \ ROAD RIGHT-OF-WAY
<br /> MOORE SURVEYING,LLC ' pc> �. \�\ MORE OR LESS
<br /> 2918 MARKETPLACE DR. I \\ `' \ \ - SEPTIC
<br /> SUITE 108 \``` �` ````• \\\.� RISER VENT p
<br /> FITCHBURG, WI 53719 \ y \ \I.
<br /> (608)288-1860 I \ gyp° \ \ mss• ..•
<br /> a
<br /> DATE OF SURVEY: I \ \
<br /> \
<br /> NOVEMBER 11,2016
<br /> PROJECT: 2217 \\ \\ \ y
<br /> \
<br /> \ \
<br /> '�a. \ \
<br /> LEGEND \\ $s • \�\
<br /> • 'SURVEY MARK'NAIL SET I \\ . ' \ \
<br /> o 3/4"X 24"IRON REBAR SET \\ s'S \ \ l.0'DEDICATED TO PUBLIC
<br /> WEIGHING 1.50 LBS/L.F. \\ •••� A� \�/I\ FOR ROAD RIG HT-0F-WAY
<br /> SECTION CORNER MONUMENT \
<br /> \ 3S` . \
<br /> (40') RECORDED DATA I NW 1/4-NW 1/4 \
<br /> --- CENTERLINE \ \
<br /> ---- RIGHT-OF-WAY LINE I \\ N \
<br /> —--— SECTION LINE \ \
<br /> \ \
<br /> EDGE OF PAVEMENT I \ \
<br /> PROPERTY LINE \\ \
<br /> . \\
<br /> LEGAL DESCRIPTION
<br /> PART OF THE SOUTHWEST 1/4 OF THE SOUTHWEST 1/4 OF SECTION 17, TOWN 05 NORTH,RANGE 09 EAST,AND PART OF THE
<br /> NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 20, TOWN 05 NORTH,RANGE 09 EAST,ALL IN THE TOWN OF OREGON.DANE
<br /> COUNTY, WISCONSIN,MORE FULLY DESCRIBED AS FOLLOWS:
<br /> BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 17; THENCE N 27°23'44"E, 111.20 FEET ALONG THE CENTERLINE OF
<br /> STORYTOWN ROAD; THENCE S 89°45'00"E, 150.34 FEET; THENCE S 01°30'00"E,352.25 FEET TO THE CENTERLINE OF COUNTY TRUNK
<br /> HIGHWAY"A"; THENCE N 39°40'28"W,330.08 FEET ALONG THE CENTERLINE OF COUNTY TRUNK HIGHWAY"A"TO THE POINT OF
<br /> BEGINNING.
<br /> ow I' I
<br /> SAID PARCEL CONTAINS 1.00 ACRES INCLUDING 0.35 ACRES OF ROAD RIGHT-OF-WAY. ```„`\`\C,). CDA/c.,//..,
<br /> SUBJECT TO RECORDED AND UNRECORDED RESTRICTIONS,RESERVATIONS, , \1_ ANDREW �
<br /> RIGHTS-OF-WAY AND EASEMENTS. = R.MOORE
<br /> S-3028
<br /> SURVEYORS CERTIFICATE POYNETTE, ••
<br /> I,ANDREW R.MOORE,PROFESSIONAL LAND SURVEYOR HEREBY CERTIFY THAT THIS - ••.• WIS.
<br /> SURVEY IS IN COMPLIANCE WITH AE-7 AND CHAPTER 236.34 OF THE WISCONSIN 1%i-9 •• ••'0�$'
<br /> DANE COUNTY, WISCONSIN. I ALSO CERTIFY THAT BY THE DIRECTION OREGON AND
<br /> JAY '//�7ISURV� •`�`
<br /> NELSON,I HAVE MAPPED THE LANDS DESCRIBED AND THAT THIS MAP IS A CORRECT
<br /> REPRESENTATION THEREOF. t 7
<br /> DOCUMENT NO. ✓ 3 5 / t s�
<br /> �i4 /(77---- ..5. VOL. 101 PAGES I O CI
<br /> ANDREW R.MOORE,PROFESSIONAL LAND SURVEYOR,S-3028 CERTIFIED SURVEY MAP NO. I A4 6 O Cs
<br /> SHEET 1 0F2
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