AG 2012 02 20 - Laserfiche WebLink

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circular curve to the left having a radius of 917.21 feet, an arc length of 224.69 feet and a chord bearing and distance of N 09 0 17'31" E 224.13 feet to a point (Cl); 8) N 05 0 19'59" W 18.86 feet to a point (1-7); 9) S 82 0 40'53" W 14.13 feet to a point (1-8); 10) with the arc of a circular curve to the right having a radius of 125.30 feet, an arc length of 69.69 feet and a chord bearing and distance of N 81 0 46'22" W 68.79 feet to a point (C2); 11) with the arc of a circular curve to the right having a radius of 30.00 feet, an arc length of 43.01 feet, and a chord bearing and distance of N 24 0 46'17" W 39.42 feet to a point (C3); 12) N 16 0 17'47" E 33.32 feet to a point (1-9); 13) N 49 0 12'59" E 17.95 feet to a point (1-10); 14) N 35 0 26'05" E 1.98 feet to a point (1-11); 15) N 38 0 17'01" W 64.21 feet to a point (1-12); 16) N 34 0 57'07" W 177.60 feet to a point (1-13); 17) N 54 0 55'02" W 116.61 feet to a point (1-14); 18) N 44 0 43'20" W 80.32 feet to a point (1-15); 19) S 46 0 37'03" W 85.00 feet to a point (1-16); 20) S 53 0 23'28" W 91.38 feet to a point (1-17); 21) N 36 0 36'32" W 30.00 feet to a point (1-18); 22) N 53 0 23'28" E 89.61 feet to a point (L19); 23) N 46 0 37'03" E 83.03 feet to a point (1-20); 24) N 35 0 23'52" W 105.17 feet to a point (1-21); 25) N 61 W 34.99 feet to a point (1-22); 26) N 28 0 39'08" E 30.00 feet to a point (1-23); 27) S 61 E 41.91 feet to a point (1-24); 28) S 35 0 23'52" E 112.76 feet to a point (1-25); 29) S 44 0 43'20" E 102.11 feet to a point (1-26); 30) S 54 0 55'02" E 119.21 feet to a point (1-27); 31) S 34 0 57'07" E 182.01 feet to a point (1-28); 32) S 38 0 17'01" E 85.83 feet to a point (1-29); 33) S 35 0 26'05" W 28.10 feet to a point (1-30); 34) S 49 0 12'59" W 12.71 feet to a point (1-31); 35) S 16 0 17'47" W 24.46 feet to a point (1-32); 36) with the arc of a circular curve to the left having a radius of 95.30 feet, an arc length of 53.10 feet, and a chord bearing and distance of S 81 E 52.41 feet to a point (C4); 37) N 82 0 40'53" E 15.85 feet to a point (1-33); 38) S 89 0 50'49" E 6.13 feet to a point (1-34); 39) with the arc of a circular curve to the right having a radius of 24.42 feet, an arc length of 31.71 feet, and a chord bearing and distance of S 57 0 31'31" E 29.53 feet to a point (C5); 40) S 05 0 19'59" E 32.19 feet to a point (1-35); 41) with the arc of a circular curve to the right having a radius of 947.21 feet, an arc length of 230.94 feet, and a chord bearing and distance of S 09 0 08'13" W 230.37 feet to a point (C6); 42) S 04 0 33'50" W 53.74 feet to a point (1-36); 43) S 19 0 13'21" W 132.47 feet to a point (1-37); thence with the line of Scott Yancey and wife Sarah Avett (DB. 8268, pg. 87) N 68 0 37'40" W 69.85 feet (1-38) to the POINT OF BEGINNING, containing 1.029 acres more or less and as shown on the survey map by CESI Land Development Services dated July 21, 2010 and revised December 27, 2010 and are hereby attached as "Exhibit A" for further reference. A Variable Width Permanent Public Utility Easement: Lying and being in No. 11 Township, Cabarrus County, and lying to the north of Miami Church Road, and to the west of Abilene Rd. and being an easement through the property of Cabarrus County (DB. 8757 pg. 312) and being more particularly described as follows: To get to the TRUE POINT OF BEGINNING, begin at an existing Mag nail in the centerline intersection of Abilene road and Miami church road thence proceed N 22 0 24'59" E 43.24 feet (1-1) to an existing Mag nail in the centerline of Abilene road (said Mag nail being N 50 0 44'34" W 31.38 feet (1-2) from an existing concrete monument) thence N 68 0 01'19" W 25.20 feet (1-3) to an existing #3 rebar; thence N 68 0 37'40" W 63.24 feet (1-4) to a point; THE TRUE POINT OF BEGINNING thence from said POINT OF BEGINNING the following SEVEN (7) courses and distances: 1. N 68 0 3740" W 236.32 feet (1-5) to a point; 2. N 11 0 30'56" W 117.09 feet (1-6) to a point; 3. N 78 0 29'04" E 10.00 feet (1-7) to a point; 4. S 11 0 30'56" E 74.84 feet (1-8) to a point; 5. S 11 0 30'56" E 36.81 feet (1-9) to a point; 6. S 68 0 37'40" E 231.07 feet (1-10) to a point; Attachment number 4 F -1 Page 47