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DCPREZ-2021-11664
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DCPREZ-2021-11664
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Last modified
6/25/2021 12:28:13 PM
Creation date
6/25/2021 12:27:49 PM
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Template:
Rezone/CUP
Rezone/CUP - Type
Rezone
Petition Number
11664
AccelaLink
DCPREZ-2021-11664
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CERTIFIED SURVEY MAP <br /> WILL IAMSON SURVEYING AND ASSOCIATES, L L C <br /> NDA T. PRIEVE & CHRIS W. ADAMS, PROFESSIONAL LAND SURVEYORS <br /> 104 A WEST MAIN STREET, WAUNAKEE, WISCONSIN, 53597 PHONE: 608-255-5705 <br /> A parcel of land located In part of the Northwest 1/4 of the Northwest <br /> 1/4 of Section 26, T9N, R7E, Town of Roxbury, Dane County, Wisconsin. <br /> SURVEYOR'S CERTIFICATE <br /> I, Noa T. Prieve, Professional Land Surveyor hereby certify that this survey is correct <br /> to the best of the professional surveyor's knowledge and belief and is in full compliance <br /> with the provisions of Chapter A-E 7 and Chapter 236.34 Wisconsin Statutes, the <br /> subdivision regulations of Dane County, and by the direction of the owners listed below, I <br /> have surveyed, divided, and mapped a correct representation of' the exterior boundaries <br /> of' the land surveyed and the division of that land, being part of the Northwest 1/4 of' <br /> the Northwest 1/4 of Section 26, T9N, R7E, Town of Roxbury, Dane County, Wisconsin, being <br /> more particularly described as follows: <br /> Commencing at the Northwest Corner of said Section 26, thence S 00'01'48' W along the <br /> west line of the Northwest 1/4, 326.33 feet to the centerline of Breunig Road and to the <br /> point of' beginning. <br /> thence continue S 00°01'48' W, 300.00 feet; thence S 89'23'15' E, 355.00 feet; thence <br /> N 05'33'57' E, 410.00 feet; thence N 76'03'11' W, 375.00 feet to the centerline of' said <br /> Breunig Road; thence along said centerline along an arc of a curve concaved easterly <br /> having a radius of 635.00 feet and a long chord bearing and distance of S 08'56'46' W, <br /> 197.05 feet to the point of beginning. This parcel contains 169,501 sq. ft. or 3.89 acres <br /> and is subject to a 33 foot road right-of-way over the westerly side thereof. <br /> Williamson Surveying and Associates, LLC <br /> by Noa T. Prieve & Chris W. Adams <br /> Date ilplZ.tl- 27t C:0. <br /> 11 Noa T. P1ieve S-2499 <br /> Professional Land Surveyor <br /> CURVE TABLE: <br /> C-# RADIUS CHORD BEARING AND DISTANCE ARC DELTA TANGENT BEARING <br /> C-1 635.00' S 08'56'46' W 197.05' 197.85' 17'51'08' S 17'52'20' W <br /> C-2 602.00' S 09'03'14' W 189.05' 189.83' 18'04'04' S 18'05'16' W <br /> NOTES CONTINUED: SURVEYORS SEAL <br /> 3.) THIS SURVEY WAS PREPARED WITH❑UT <br /> BENEFIT OF A TITLE REPORT FOR THE SUBJECT � <br /> TRACT OR ADJOINERS AND IS THEREFORE ��.�� G®f�Sj���//, <br /> SUBJECT TO ANY EASEMENTS, AGREEMENTS, �•���®�. '� <br /> RESTRICTIONS AND STATEMENT OF FACTS <br /> REVEALED BY EXAMINATION OF SUCH DOCUMENTS. ? SQA % 'Z <br /> 4.) WETLANDS AND FLOOD PLAIN, IF PRESENT, =.{ PRIE 1E Ii ) <br /> HAVE NOT BEEN DELINEATED OR SHOWN. = 5-2499 <br /> Lop\. _ <br /> W <br /> 5.) SECTION TIES HAVE BEEN CHECKED AND l <br /> VERIFIED PER THE LATEST <br /> SHEET <br /> ON �� <br /> RECORDED FOR THE WEST 1/4 AND NW CORNER / /O Sv�J�``\`` <br /> OF SECTION 26-9-7. <br /> Sheet 3 of 5 20W-440 <br />
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