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HomeMy WebLinkAboutC 2011 PART OF THE SW1/4 OF THE SPREPARED FOR: E1/4 OF SECTION 3 AND PART \ BURKHA DT COOPERATIVE ASSN. OF THE NW 1/4 OF THE NE 1/4 OF / \ \ 1088 COUNTY ROAD A \ \ SECTION 10, ALL IN T29N, R19W, HUDSON, WI 54016 / TOWN OF ST. JOSEPH, ST. \ \ \ \ CROIX COUNTY, WISCONSIN ~ \ \ BEING THOSE PARCELS OF \ \ LAND DESCRIBED ON THE \ / >\sy \ NORTH DEEDS RECORDED AS \ / \ \ SCALE: 111=80, DOCUMENT NOS. 241192 AND 2030819 ST. CROIX COUNTY \V 80 40 0 80 REGISTER OF DEEDS. \ ~~p \ \ 330 \ CHAIN-LINK FENCE ON \ PROPERTY LINE 9g6 pr'Q \ - - - - - - RECORDED AS 696.2' WEST OF \ 60 /~P 9 SOUTHEAST CORNER OF SW1/4 \/Pans y OF THE SE1/4 OF SECTION 3 s~o FOUND 3/8" IRON ROD N89°02'51 "W 4.23' '0 G, RECORDED AS 486.5' WEST OF FROM SET IRON PIPE- - SOUTHEAST CORNER OF SW1/4 _ . - . SECTION LINE ESTABLISHED BY CLARKE _ _ \ OF THE SE1/4 OF SECTION 3 - _ _L____ - - - N89°43'15"E 639.50' - ~ 20.06' - - - - " - - 0-'-•/f-----•-----•-•-•-•-•-•---•-•-- - - - \ O '02'51"W S89°036 T .50' 33 • L S1/4 CORNER, SECTION 3 L~ 1 10.0± N1/4 CORNER, SECTION 10v\ Q, LEGEND ~~OI I 33' /Q// • FOUND 2" OUTSIDE DIAMETER SECTION LINE BASED ON IRON PIPE SECTION CORNER MONUMENTS OF RECORD FOUND 1-1/4" OUTSIDE N89°43'15"E 2639.59' T Q/ DIAMETER IRON PIPE / SEPTIC VENT M~F \ p FOUND 3/8" DIAMETER IRON ROD SET 1-1/4" OUTSIDE DIAMETER BY O 18" LONG IRON PIPE, WEIGHING SEPTIC TANK 1.68 LBS. PER LINEAR FOOT SET 1" STEEL SURVEY MARK NAIL oOd~~~~ / BUILDING CORNER x FENCE IS ON R/W LINE Tu, o -0- GUY/ANCHOR POLE / . ~Dd / ~5~ CATCH BASIN / O p ,c INLET OLY RECORDED DIMENSION PROPERTY AREA 2.60 ACRES SURVEYOR'S REPORT I retraced surveys by Clarke Engineering Co. performed in 1947 and Ogden ~O Engineering Co. performed in 1973 to establish the boundaries of the parcel in / SEPTIC VENT Section 3 per Doc. No. 241192. The Ogden survey was a retracement of the / v o C</ Clarke survey. The Clarke survey established the section line between Sections 3 SEPTIC TANK and 10. After recovering several monuments from the Ogden survey a section line Q was computed based on the Clarke survey. A 3/8" iron rod was found on this SHED computed line near the bluff. Said section line does not agree with the section line r based on the section comer monuments of record as shown hereon. 9 HE I have not found any right-of-way maps or conveyances of record for C.T.H. "A" for this area. The right-of-way is based upon found monumentation and WELL® occupation along the easterly side of the highway. Since no records were found of a right-of-way width, I assumed a width of 66-feet per statute. The centerline BUILDING then, which is the boundary of the parcel in Section 10 per Doc- No. 203081, is a • REMNANTS line midway between these lines. The traveled centerline wanders inside this established right-of-way and has likely changed location over the years. pUMp 1S / 33 4/ j I hereby certify that this survey was prepared by me or under my direct / supervision, that it is true and correct to the best of my knowledge and belief, and ~~~a '1p~ 2~909o that I am a registered land surveyor under the laws of the State of Wisconsin. g7, s2, ~~yCts VVISC va Douglas J. ahler, S "k145 o-____ Date ~o L C-2 ;'DOUGLAS J. ~;p2 ZAHLER % S-2145 y a HUDSON, 'i► Q \61~ SUM - CURVE DATA Number Radius Length Centrai Angle Chord Bearing Chord Length Arc Length ,z°/ C1 183.00' 30'20'50" S40°51'08'W 95.80' 96.93' C2 150.00' 02°3422" S26°5754"W 6.74' 6.74' C3 602.50' 11'28'58" S31'25'1 2W 120.55' 120.75' sS C4 569.50' 10°56'29" S31 °08'58"W 108.59' 108.75' PROJECT: DRAWN ft. DZ BURKHARDT COOPERATIVE ASSOCIATION 40TmhW'gp Dcin Yst 2870 U., a1M1 CHEDt(ED BrJM J z S.1k A Seit° 101 1088 COUNTY ROAD A Ilemm k. 1Q 51751 Had-. 111 51018 DATE 03/22/11 713 71 232-8100 7e1 715-Ssal--5s33 e FU ~5 re: as DWG ME 5008-022 mmleuHsanmltlug.com hudeoulnuWcoumltlugam TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN J Rff FlLE BOUNDARY SURVEY Ruth • Consulting/associates S&N Land Sm~veying JOB NDYBER 5008-amt RENE ON DE56iIPT ON NAYS DATE