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<br />-#oo~E~~O~~\O~,~~~w~urveYing, LLC. <br /> <br /> <br />Suite 1]8 <br />Bloomington, Minnesota 55420-3435 <br />. Business: 952-881- 2455 <br />FAX; 952-888-9526 <br /> <br />Easement Sketch For: <br />BETHEL COLLECE <br /> <br />PROPOSED PEDESTRIAN EASEMENT DESCRIPTION <br /> <br />An 8.00 foot wide easement over and across the Northwest Quarter of the <br />Southwest Quarter of Section 27, Township 30, Range 23, Ramsey County, <br />Minnesota. The centerline of soid 8.00 foot easement is described os commencing <br />at the most northerly corner of Lot I, Block I, CHATHAM FIRST ADDITION, <br />according to the recorded plat thereof, Ramsey County. Minnesota; thence on on <br />assumed bearing ,of South 50 degrees 43 minutes 05 seconds East, along the <br />northeasterly line of said Lot I and the southwesterly right of way line of Old <br />Highway 10, formerly known os Anoko Cutoff and formerly known os Snefling <br />Avenue, 0 distance of 149.2 I feet to the west Hne of said Northwest Quarter of <br />the Southwest Quarter of Section 27; thence South 0 degrees 35 minutes 03 <br />seconds East, along said west line of the Northwest Quarter of the Southwest <br />Quarter of Section 27, 0 distance of 390.76 feet to the point of beginning of the <br />centerline to be described; thence North 89 degrees 27 minutes 38 seconds East a <br />distance of 26.35 feet; thence South 45 degrees 54 minutes 15 seconds East a <br />distance of 16.74 feet; thence North 89 degrees 27 minutes 38 seconds East 0 <br />distance of 177.74 feet; thence South 29 degrees 49 minutes 49 seconds East 0 <br />distance of 23.38 feet to a point hereinafter referred to as Point "A"; thence <br />continuing South 29 degrees 49 minutes 49 seconds East 0 distance of 4.30 feet <br />and said centerline .there terminating. The sidelines of said easement ore to be <br />prolonged or shortened to terminate at said west line of the Northwest Quarter of <br />the Southwest Quarter of Section 27. <br /> <br />Together with a 10.00 foot wide easement over and across said Northwest Quarter <br />eOf the Southwest Quarter of Section 27. The centerline of said 10.00 foot <br />easement is described os beginning at Point "A" described above; thence <br />northeosterly 0 distance of 32.47 feet olong 0 non-tangential curve concave to the <br />northwest, hoving 0 radius of 27.86 feet, a central angle of 66 degrees 46 minutes <br />OJ second and 0 'chord which bears North 62 degrees 47 minutes 01 second Ecst; <br />thence North 0 degrees 31 minutes 56 seconds West, not tangent to said curve, 0 <br />distance of 112.66 feet; thence northeasterly 0 distance of 2 J .02 feet along a <br />non-tangential curve concave to the southeast, having a rodius of 40.00 feet, a <br />centrol angle of 30 degrees 06 minutes II seconds and 0 chord which bears North <br />28 degrees 48 minutes I I seconds East; thence northerly 0 distance of 28.95 feet <br />olong 0 reverse curve, concave to the west, having 0 radius of 28.50 feet and 0 <br />central angle of 58- degrees I I minutes 51 seconds; thence northerly 0 distance of <br />21.59 feet on a reverse curve concave to the east, having 0 radius of 28.00 feet <br />and a central angle of 44 degrees I J minutes 00 seconds to soid southwesterly <br />right of way line of Old Highwoy 10 and said centerline there terminating. The <br />sidelines of said 10.00 foot easement ore to be prolonged or shortened to <br />terminate ot said southwesterly right of way line of Old Highway 10. <br /> <br />I;:" <br />.;ui~ <br /> <br />1 9 1Q03 <br /> <br />We hereby certify that this sketch, pIon or report <br />was prepared by me or under my instruction and <br />that I om a duly Registered Land Surveyor under <br />the lows of the Stote of Minnesota. <br /> <br />Dated this 25th doy of November, 2002 <br /> <br />. <br /> <br />SUNDE LAND SURVEYING, LLC. <br /> <br />. 7JrLLA /L-- <br />By. ______________________.. .._________ <br />Mark S. Hanson, R.L.S. Minn. Reg. No. 15480 <br />REVISED: June 17, 2003 (Chord distances) <br /> <br />88-405-8 474/8, 720/1 1.30 R.23 5.27 SMT 88405B02.dwg <br /> <br />SHEET 1 OF 2 SHEETS <br />