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HomeMy WebLinkAboutC 2013 PREPARED FOR: MIKE FISHER EAST 1/4 CORNER PO BOX 533 SECTION 30 RIVER FALLS, WI 54022 L z x O llJ CENTERLINE CURVE DATA ph uJ X N RADIUS LENTGH = 1000.00' 0 N ~ ~y~a h~~p UJ m LA CENTRAL ANGLE = 16°05'23" O CHORD BEARING = S52°02'54"W 0 0 < - a CHORD LENGTH = 279.90' CDC ~Oti w o ARC LENGTH = 280.82' had 29F(O _ R/W CURVE DATA A~S~?b w O O mD V, -I RADIUS LENTGH = 1033.00' DRAINFIELDQ ss o CENTRAL ANGLE = 13°10'37" A ' Q CHORD BEARING = S50°35'31"W ~l0 pQ~ Q SCALE IN FEET 1" = 100( m CHORD LENGTH = 237.05' ~~1F p, O ARC LENGTH = 237.57' SEPTIC TANK FFr M co 0 100 0 100 = z N < m I" 2.235 AC TOTAL POINT OF BEGINNING DESCRIBED AS 601WELL 1.900 AC EXCLUDING ROAD R/W BEING 1317 FEET NORTH AND 328 a, FEET WEST OF THE SOUTHEAST in CORNER OF THE SECTION 30 NW 61.30' 596.01' SOUTH LINE OF THE NE 1/4 OF THE SE 1/4 N88°48'26"W 322.76' N x % x W S88°48'26"E 657.31' xT • FENCE IS4.5'±SOUTH RECORDED AS EAST 585± 1O FENCE IS 5.8'± SOUTH OF BOUNDARY 1-1/4" IRON PIPE FOUND IN FENCE Surveyor's Report OF BOUNDARY CORNER N66°47'11"E 5.50' FROM Z This is a survey of that parcel of land described in that deed recorded as Document No. 906731. The legal COMPUTED 40 CORNER description of said parcel does not specify a bearing reference or describe a bearing along a section line. Therefore, the call of "N40°45'W 450 feet more or less to the centerline of the town road" is difficult to LEGEND M ascertain. I used a line drawn from the county monument at the southeast corner of Section 30 to the found iron pipe at the southeast corner of the NE1/4 of the SE1/4 as the basis for "north". Said iron pipe is 1316 feet from the county monument versus the deed call of 1317 feet. The deed calls for "west" and "east" are © FOUND ALUMINUM COUNTY perpendicular to this line and the deed call of N40°45'W is determined from this line. I held the deed call of SECTION CORNER MONUMENT 328 feet from the found iron pipe to determine the point of beginning. I then adjusted the boundaries to the FOUND 1" OUTSIDE south line of the NE1/4 of the SE1/4 as determined by the protraction of the section. pF WI&C DIAMETER IRON PIPE 0 C,)" DOUGLAS J. FOUND 1-1/4" OUTSIDE I hereby certify that this survey was prepared by me or under my direct ZAHLER DIAMETER IRON PIPE r ~ supervision, that it is true and correct to the best of my knowledge and S-2145 SOUTHEAST CORNER belief, and that I am a registered land surveyor under the laws of the HUDSON ; SET 1" OUTSIDE DIAMETER BY SECTION 30 State of Wisc nsin. 0 18" LONG IRON PIPE, WEIGHING WI ! 4 1 1.13 LBS. PER LINEAR FOOT S Jh~l~. Douglas J. 2 hler, S No.'214 Date - FENCE DRANK BY. Ip PRPECT: oemm mm FISHER 106 TechW.0 D h, K~d =mm cm floe Street MECI(D BY: TRn +o s o aWe, n 61961 e e1 n same X DAM 10/29/13 9 41 QUARRY ROAD Td 7I6-2a2-84DO Td 7I5-3aI-62V F. 916-292-8182 F. 916-MI-MM DWG FILE: 7220-001 TOWN OF KINNICKINNIC, ST. CROIX COUNTY. WISCONSIN nth..WUq.- hud-1..th-WUn1.oom REF FlLE J BOUNDARY SURVEY Auth • Consulting/associates SH Land Surveying JOB NUMBER: 7229-001 REMMON DESCRIPTION: NAME DATE