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FORM NO.981•A , Y t W A ` ( r 1 Stock No v 26273 019 9 7 U GRENLIE OFFICE MAP NO. 2438-B PAGE 2 OF 2 PAGES CERTIFIED SURVEY MAP REFER TO BUILDING SITE INFORMATION CONTAINED IN THE DANE COUNTY SOIL SURVEY. LEGAL DESCRIPTION: A PART OF THE EAST 1/2 OF THE SW1/4 OF SECTION 29. T6N. R7E, TOWN OF SPRINGDALE, DANE COUNTY, WI, INCL. PART OF LOT 1, CSM NO. 8287, DESCRIBED AS FOL- LOWS: COMMENCING AT THE SOUTH 1/4 CORNER OF SEC. 29; THENCE N89°34'27"W ALONG THE SECTION LINE 1319.71 FEET; THENCE NO°03124"W 1176.97 FEET; THENCE DUE EAST 435.63 FEET TO THE POINT OF BEGINNING; THENCE N6°01 '44"E 763.59 FEET; THENCE N21°33'45"E 315.03 FEET TO THE CENTERLINE OF S.T.H. 92; THENCE ALONG THE CENTERLINE ON A CURVE TO THE LEFT OF RADIUS 681.67 FEET AND LONG CHORD OF S61°10'59"E 82.83 FEET; THENCE S64°40'E 458.18 FEET; THENCE 527°41140"W ALONG A MEANDER LINE (M.L. ) NEXT TO THE DEER CREEK, 109.00 FEET; THENCE S65°21 '26"W ALONG THE M.L. 218.23 FEET; THENCE S18°23'09"W ALONG THE M.L. 69.68 FEET; THENCE S40°27'49"W ALONG THE M.L. 100.48 FEET; THENCE S9°39'58"W ALONG THE M.L. 117.90 FEET; THENCE S46°45'46"W ALONG THE M.L. 91.61 FEET; THENCE 524°08120"W ALONG THE M.L. 139.78 FEET; THENCE S36°08'48"W ALONG THE M.L. 80.57 FEET; THENCE 511°38'011 'W ALONG THE M.L. 117.12 FEET; THENCE DUE WEST 131.63 FEET TO THE POINT OF BEGINNING. ALSO, ALL LANDS LYING EASTERLY OF THE MEANDER LINE TO THE CENTERLINE OF DEER CREEK. SUBJECT TO S.T.H. 92 OVER THE NORTHERLY 33 FEET THEREOF. OWNERS CERTIFICATE: AS OWNERS, WE HEREBY CERTIFY THAT WE CAUSED THE LANDS SHOWN HEREON TO BE SURVEYED, DIVDIOED AND MAPPED AS SHOWN. WE ALSO CERTIFY THAT THIS CERTIFIED SURVEY MAP IS REQUIRED BY S.75.17( 1 )(A), DANE COUNTY CODE OF ORDINANCES TO BE SUBMITTED TO THE DANE COUNTY ZONING & NATURAL RESOURCES COMM. FOR APPROVAL. D1ONALD--WOODBURN FARMS PARTNERSHIP, LLP ROBERT D. WOODBURN nn JAMES D. i.DBURN NOTARY PUBLIC; PERSONALLY CAME BEFORE M THIS 2D 1IDAY OF SEPTEMBER. 2002. THE ABOVE- NAMED OWNERS, TO ME KNOWN TO BE THE PER •NS WHO EXEC TED THE FOREGOING STRUMENT AND ACKNOWLEDGED THE SAME. MY COMM. EXPIRES: /—240-63 NO ARY PUBLIC TRANS 233 NOTES: DOT FILE NO. 13-092-0151-02 ACCESS RESTRICTION 233.05: 'ALL LOTS AND BLOCKS ARE HEREBY RESTRICTED SO THAT NO OWNER, POSSESSOR. USER. LICENSEE OR OTHER PERSON MAY HAVE ANY RIGHT-OF DIRECT VEH- ICULAR INGRESS FROM OR EGRESS TO ANY HIGHWAY LYING WITHIN THE RIGHT-OF-WAY OF S.T.H. 92; IT IS EXPRESSLY INTENDED THAT THIS RESTRICTION CONSTITUTE A RESTRICTION FOR THE BENEFIT OF THE PUBLIC AS PROVIDED IN S.236.293, STATS. , AND SHALL BE ENFORCEABLE BY THE DEPT. OR ITS ASSIGNS. ANY ACCESS SHALL BE ALLOWED ONLY BY SPECIAL EXCEPTION. ANY ACCESS ALLOWED BY SPECIAL EXCEPTION SHALL BE CONFIRMED AND GRANTED ONLY THROUGH THE DRIVEWAY PERMITTING PROCESS AND ALL PERMITS ARE REVOCABLE. ' SPECIAL EXCEPTION FOR ONE SHARED PRIVATE DR JWAY APPROVED BY WIS DOT ON 9-12-02. ' SETBACK RESTRICTION 233.08% 'NO IMPROVEMENTS OR STRUCTURES ARE ALLOWED BETWEEN THE RIGHT-OF-WAY LINE AND THE HIGHWAY SETBACK LINE. IMPROVEMENTS AND STRUCTURES INCLUDE BUT ARE NOT LIMITED TO, SIGNS. PARKING AREAS, DRIVEWAYS, WELLS, SEPTIC SYSTEMS. DRAINAGE FACILITIES, BUILDINGS AND RETAINING WALLS. IT IS EXPRESSLY INTENDED THAT THIS RESTRICTION IS FOR THE BENEFIT OF THE PUBLIC AS PROVIDED IN SEC.236.293, STATS. , AND SHALL BE ENFORCEABLE BY THE WIS. DEPT. OF TRANSPORTATION OR ITS ASSIGNS. CONTACT THE WIS. DEPT. OF TRANSPORTATION FOR MORE INFORMATION. THE PHONE NUMBER MAY BE OBTAINED BY CONTACTING THE COUNTY HIGHWAY DEPT. ' NOISE 233.105(1 ): 'THE LOTS OF THIS LAND DIVISION MAY EXPERIENCE NOISE AT LEVELS EXCEEDING THE LEVELS IN TABLE 1. TRANS 405.04. THESE LEVELS ARE BASED ON FEDERAL STANDARDS. THE DEPT. OF TRANSPORTATION IS NOT RESPONSIBLE FOR ABATING NOISE FROM EXISTING STATE TRUNK HIGHWAYS OR CONNJECTING HIGHWAYS, IN THE ABSENCE OF ANY INCREASE BY THE DEPT. TO THE HIGHWAY'S THROUGH-LANE CAPACITY. ' TOWN OF SPRINGDALE: APPROVED PER THE TOWN BOARD TOWN F SPRINGDALE.#9 7/1/02- DATE: NoFuP-Tit P..b►V/b;ONs ocT$I tor.CTS"F4-: 7.) VICKI AND SON. TOWN CLERK CERTIFIED SURVEY MAP NO. /0S77 VOL 40. PAGE 31 3