AN ACT TO ANNEX A DESCRIBEd AREA TO THE SATELLITE CORPORATE LIMITS OF THE CITY OF ASHEBORO.

The General Assembly of North Carolina enacts:

SECTION 1.  The corporate limits of the City of Asheboro are extended to include the following described area:
ANNEXATION AREA 1
(Tot Hill Farm Area)
Cedar Grove Township, Randolph County, North Carolina:
BEGINNING at an existing iron rod set on the northwestern margin of the 60‑foot right‑of‑way for Tot Hill Farm Road (North Carolina Secondary Road 1163) and located by means of the North Carolina Coordinate System at the coordinates of North 688,927.604 feet and East 1,732,125.633 feet (NAD 83); thence from the said beginning point South 59 degrees 47 minutes 38 seconds East 60.00 feet across the right‑of‑way for Tot Hill Farm Road to an existing iron rod; thence South 30 degrees 31 minutes 25 seconds West 328.59 feet along the southeastern margin of Tot Hill Farm Road to an existing iron rod; thence in a southwesterly direction along an arc having a radius of 2,030.13 feet and an arc distance of 1,171.79 feet (Chord Bearing and Distance = South 47 degrees 15 minutes 35 seconds West 1,155.59 feet, Delta Angle = 33 degrees 04 minutes 16 seconds, Tangent = 602.72 feet) to an existing iron rod; thence continuing in a southwesterly direction along an arc having a radius of 2,030.13 feet and an arc distance of 410.15 feet (Chord Bearing and Distance = South 69 degrees 34 minutes 57 seconds West 409.45 feet, Delta Angle = 11 degrees 34 minutes 32 seconds, Tangent = 205.78 feet) to an existing iron rod; thence South 14 degrees 55 minutes 09 seconds East 44.59 feet to an existing iron rod; thence North 73 degrees 22 minutes 10 seconds East 386.88 feet to an existing iron rod; thence South 14 degrees 55 minutes 53 seconds East 57.59 feet to an existing iron rod; thence South 65 degrees 24 minutes 54 seconds East 117.61 feet to an existing iron rod; thence South 18 degrees 43 minutes 26 seconds West 214.02 feet to an existing iron rod; thence South 73 degrees 22 minutes 10 seconds West 400.24 feet to an existing iron rod; thence North 00 degrees 57 minutes 57 seconds West 141.77 feet to an existing iron rod; thence in a northwesterly direction along an arc having a radius of 175.00 feet and an arc distance of 187.91 feet (Chord Bearing and Distance = North 60 degrees 12 minutes 19 seconds West 179.01 feet, Delta Angle = 61 degrees 31 minutes 17 seconds, Tangent = 104.16 feet) to an existing iron rod; thence continuing in a northwesterly direction along an arc having a radius of 25.00 feet and an arc distance of 31.41 feet (Chord Bearing and Distance = North 65 degrees 26 minutes 18 seconds West 29.38 feet, Delta Angle = 71 degrees 59 minutes 14 seconds, Tangent = 18.16 feet) to an existing iron rod; thence along the southern margin of the 50‑foot right‑of‑way for Tot Hill Trail (a private road) the following courses and distances: South 79 degrees 40 minutes 02 seconds West 83.62 feet to an existing iron rod; thence in a southwesterly direction along an arc having a radius of 25.00 feet and an arc distance of 30.71 feet (Chord Bearing and Distance = South 44 degrees 28 minutes 57 seconds West 28.82 feet, Delta Angle = 70 degrees 23 minutes 29 seconds, Tangent = 17.63 feet) to an existing iron rod; thence along the eastern margin of the right‑of‑way for Tot Hill Trail the following courses and distances: South 09 degrees 17 minutes 13 seconds West 211.61 feet to an existing iron rod; thence South 04 degrees 23 minutes 06 seconds West 75.38 feet to an existing iron rod; thence South 49 degrees 18 minutes 39 seconds East 316.18 feet to an existing iron rod; thence South 37 degrees 25 minutes 29 seconds East 207.88 feet to an existing iron rod; thence South 65 degrees 52 minutes 39 seconds East 271.62 feet to an existing iron rod; thence South 06 degrees 15 minutes 38 seconds West 59.61 feet to an existing iron rod; thence South 18 degrees 39 minutes 08 seconds West 443.10 feet to an existing iron rod; thence South 89 degrees 42 minutes 05 seconds West 786.80 feet to an existing iron rod; thence North 08 degrees 20 minutes 34 seconds West 228.23 feet to an existing iron rod; thence South 89 degrees 44 minutes 07 seconds West 377.88 feet to an existing iron rod; thence South 89 degrees 36 minutes 53 seconds West 695.28 feet to an existing iron rod; thence North 63 degrees 27 minutes 41 seconds East 142.95 feet to an existing iron rod; thence North 53 degrees 21 minutes 12 seconds East 198.93 feet to an existing iron rod; thence North 68 degrees 24 minutes 26 seconds East 191.30 feet to an existing iron rod; thence North 70 degrees 21 minutes 53 seconds East 92.24 feet to an existing iron rod; thence North 49 degrees 44 minutes 15 seconds East 195.17 feet to an existing iron rod; thence North 85 degrees 49 minutes 31 seconds East 160.33 feet to an existing iron rod; thence North 78 degrees 30 minutes 34 seconds East 98.59 feet to an existing iron rod; thence North 89 degrees 03 minutes 24 seconds East 159.23 feet to an existing iron rod; thence North 74 degrees 48 minutes 00 seconds East 176.75 feet to an existing iron rod; thence South 15 degrees 05 minutes 24 seconds East 80.69 feet to an existing iron rod; thence along the western margin of the right‑of‑way for Tot Hill Trail the following courses and distances: North 23 degrees 09 minutes 27 seconds East 113.82 feet to an existing iron rod; thence continuing in a northeasterly direction along an arc having a radius of 150.00 feet and an arc distance of 50.48 feet (Chord Bearing and Distance = North 13 degrees 31 minutes 02 seconds East 50.24 feet, Delta Angle = 19 degrees 16 minutes 48 seconds, Tangent = 25.48 feet) to an existing iron rod; thence North 03 degrees 52 minutes 38 seconds East 245.06 feet to an existing iron rod; thence North 08 degrees 35 minutes 14 seconds East 72.96 feet to an existing iron rod; thence North 88 degrees 55 minutes 38 seconds West 73.75 feet to an existing iron rod; thence South 23 degrees 46 minutes 13 seconds West 21.29 feet to an existing iron rod; thence North 60 degrees 37 minutes 51 seconds West 78.68 feet to an existing iron rod; thence South 28 degrees 10 minutes 51 seconds West 101.92 feet to an existing iron rod; thence South 89 degrees 40 minutes 03 seconds West 104.91 feet to an existing iron rod; thence North 00 degrees 20 minutes 22 seconds East 46.10 feet to an existing iron rod; thence North 27 degrees 08 minutes 00 seconds West 31.74 feet to an existing iron rod; thence North 04 degrees 42 minutes 37 seconds East 47.75 feet to an existing iron rod; thence North 40 degrees 05 minutes 58 seconds East 31.42 feet to an existing iron rod; thence South 88 degrees 34 minutes 48 seconds East 112.99 feet to an existing iron rod; thence North 06 degrees 27 minutes 04 seconds East 88.90 feet to an existing iron rod; thence North 02 degrees 54 minutes 58 seconds East 73.30 feet to an existing iron rod set in the southern margin of the right‑of‑way for Tot Hill Farm Road; thence along the southern margin of the right‑of‑way for the Tot Hill Farm Road the following course and distance: South 84 degrees 28 minutes 15 seconds West 606.68 feet to an existing iron rod; thence following the southern margin of the right‑of‑way for Tot Hill Farm Road in a southwesterly direction along an arc having a radius of 525.33 feet and an arc distance of 39.05 feet (Chord Bearing and Distance = South 86 degrees 00 minutes 14 seconds West 39.04 feet, Delta Angle = 04 degrees 15 minutes 31 seconds, Tangent = 19.53 feet) to an existing iron rod; thence South 44 degrees 21 minutes 42 seconds West 257.88 feet to an existing iron rod; thence South 36 degrees 56 minutes 43 seconds West 166.18 feet to an existing iron rod; thence South 52 degrees 36 minutes 21 seconds West 204.08 feet to an existing iron rod; thence South 31 degrees 07 minutes 51 seconds West 251.15 feet to an existing iron rod; thence South 31 degrees 42 minutes 35 seconds West 170.31 feet to an existing iron rod; thence South 29 degrees 07 minutes 45 seconds West 49.10 feet to an existing iron rod; thence South 29 degrees 37 minutes 06 seconds West 269.87 feet to an existing iron rod; thence South 59 degrees 11 minutes 21 seconds West 451.72 feet to an existing iron rod; thence South 38 degrees 35 minutes 22 seconds West 164.24 feet to an existing iron rod; thence South 41 degrees 59 minutes 18 seconds West 160.23 feet to an existing iron rod; thence South 27 degrees 15 minutes 27 seconds West 223.80 feet to an existing iron rod; thence South 43 degrees 21 minutes 28 seconds West 258.75 feet to an existing iron rod; thence South 68 degrees 42 minutes 28 seconds West 352.52 feet to an existing iron rod; thence South 87 degrees 57 minutes 20 seconds West 197.11 feet to an existing iron rod; thence North 01 degree 26 minutes 23 seconds East 84.91 feet to an existing iron rod; thence North 01 degree 07 minutes 14 seconds West 366.03 feet to an existing iron rod; thence North 52 degrees 04 minutes 19 seconds East 368.98 feet to an existing iron rod; thence North 20 degrees 46 minutes 16 seconds East 207.72 feet to an existing iron rod; thence North 28 degrees 21 minutes 10 seconds East 283.42 feet to an existing iron rod; thence North 21 degrees 20 minutes 34 seconds West 372.51 feet to an existing iron rod; thence North 05 degrees 12 minutes 46 seconds West 215.96 feet to an existing iron rod; thence North 06 degrees 26 minutes 33 seconds East 152.90 feet to an existing iron rod; thence South 83 degrees 33 minutes 34 seconds East 70.04 feet to an existing iron rod; thence South 34 degrees 10 minutes 42 seconds East 164.79 feet to an existing iron rod; thence South 33 degrees 31 minutes 11 seconds East 107.97 feet to an existing iron rod; thence South 39 degrees 27 minutes 18 seconds East 61.87 feet to an existing iron rod; thence South 25 degrees 18 minutes 03 seconds West 71.31 feet to an existing iron rod; thence South 35 degrees 42 minutes 01 second East 64.16 feet to an existing iron rod; thence South 30 degrees 09 minutes 02 seconds West 200.21 feet to an existing iron rod; thence South 56 degrees 55 minutes 45 seconds East 94.96 feet to an existing iron rod; thence North 45 degrees 48 minutes 00 minutes East 541.74 feet to an existing iron rod; thence North 33 degrees 06 minutes 29 seconds East 272.49 feet to an existing iron rod; thence North 66 degrees 55 minutes 09 seconds East 154.30 feet to an existing iron rod; thence North 45 degrees 33 minutes 09 seconds East 177.74 feet to an existing iron rod; thence North 50 degrees 31 minutes 41 seconds East 126.84 feet to an existing iron rod; thence North 57 degrees 28 minutes 57 seconds East 346.70 feet to an existing iron rod set in the southwestern margin of the right‑of‑way for Tot Hill Farm Road; thence North 44 degrees 06 minutes 49 seconds West 227.64 feet along the southwestern margin of the right‑of‑way for Tot Hill Farm Road to an existing iron rod; thence South 81 degrees 26 minutes 46 seconds West 264.71 feet to an existing iron rod; thence South 55 degrees 27 minutes 01 second West 540.57 feet to an existing iron rod; thence South 50 degrees 29 minutes 42 seconds West 96.43 feet to an existing iron rod; thence North 40 degrees 38 minutes 59 seconds West 144.00 feet to an existing iron rod; thence North 01 degrees 48 minutes 05 seconds East 85.75 feet to an existing iron rod; thence North 25 degrees 39 minutes 32 seconds West 93.76 feet to an existing iron rod; thence North 04 degrees 40 minutes 14 seconds West 622.82 feet to an existing iron rod; thence North 88 degrees 00 minutes 36 seconds West 117.07 feet to an existing iron rod; thence North 38 degrees 49 minutes 11 seconds West 80.36 feet to an existing iron rod; thence North 17 degrees 24 minutes 01 second East 147.05 feet to an existing iron rod; thence North 15 degrees 45 minutes 34 seconds West 135.00 feet to an existing iron rod; thence North 74 degrees 54 minutes 39 seconds East 165.69 feet to an existing iron rod; thence South 83 degrees 52 minutes 28 seconds East 176.74 feet to an existing iron pipe; thence North 06 degrees 30 minutes 25 seconds East 144.00 feet to an existing iron rod; thence South 72 degrees 52 minutes 51 seconds East 172.97 feet to an existing iron rod; thence North 88 degrees 43 minutes 32 seconds East 104.37 feet to an existing iron rod; thence North 35 degrees 09 minutes 33 seconds East 86.94 feet to an existing iron rod; thence North 55 degrees 22 minutes 01 second East 80.76 feet to an existing iron rod; thence North 42 degrees 38 minutes 14 seconds East 65.19 feet across the right‑of‑way for Tot Hill Farm Road to an existing iron rod set in the eastern margin of the right‑of‑way for Tot Hill Farm Road; thence along the eastern margin of the right‑of‑way for Tot Hill Farm Road the following course and distance: South 32 degrees 58 minutes 02 seconds East 141.54 feet to an existing iron rod; thence continuing to follow the eastern margin of the right‑of‑way for Tot Hill Farm Road in a southeasterly direction along an arc having a radius of 355.35 feet and an arc distance of 222.56 feet (Chord Bearing and Distance = South 21 degrees 08 minutes 36 seconds East 218.94 feet, Delta Angle = 35 degrees 53 minutes 04 seconds, Tangent = 115.06 feet) to an existing iron rod; thence South 03 degrees 11 minutes 58 seconds East 402.73 feet along the eastern margin of the right‑of‑way for Tot Hill Farm Road to an existing iron rod; thence South 77 degrees 35 minutes 29 seconds East 337.65 feet to an existing iron rod; thence North 28 degrees 51 minutes 47 seconds East 137.77 feet to an existing iron rod; thence North 45 degrees 04 minutes 51 seconds East 138.78 feet to an existing iron rod; thence North 12 degrees 12 minutes 36 seconds East 196.64 feet to an existing iron rod; thence North 08 degrees 44 minutes 49 seconds West 270.44 feet to an existing iron rod; thence North 87 degrees 34 minutes 45 seconds East 33.04 feet to an existing iron rod; thence South 82 degrees 44 minutes 57 seconds East 30.37 feet to an existing iron rod; thence North 29 degrees 12 minutes 58 seconds East 51.86 feet to an existing iron rod; thence North 54 degrees 38 minutes 33 seconds East 22.30 feet to an existing iron rod; thence South 86 degrees 24 minutes 06 seconds East 40.70 feet to an existing iron rod; thence South 15 degrees 34 minutes 20 seconds East 24.48 feet to an existing iron rod; thence South 34 degrees 07 minutes 31 seconds East 17.06 feet to an existing iron rod; thence South 87 degrees 24 minutes 18 seconds East 43.22 feet to an existing iron rod; thence South 76 degrees 41 minutes 01 second East 33.73 feet to an existing iron rod; thence South 46 degrees 05 minutes 28 seconds East 74.97 feet to an existing iron rod; thence South 58 degrees 11 minutes 15 seconds East 53.08 feet to an existing iron rod; thence South 74 degrees 18 minutes 40 seconds East 46.17 feet to an existing iron rod; thence South 51 degrees 39 minutes 27 seconds East 58.56 feet to an existing iron rod; thence South 22 degrees 28 minutes 06 seconds East 45.35 feet to an existing iron rod; thence South 42 degrees 29 minutes 19 seconds East 28.43 feet to an existing iron rod; thence South 85 degrees 04 minutes 05 seconds East 22.92 feet to an existing iron rod; thence North 65 degrees 46 minutes 21 seconds East 20.34 feet to an existing iron rod; thence South 36 degrees 31 minutes 30 seconds East 85.43 feet to an existing iron rod; thence South 13 degrees 31 minutes 34 seconds East 56.36 feet to an existing iron rod; thence South 06 degrees 55 minutes 16 seconds West 82.60 feet to an existing iron rod; thence South 33 degrees 07 minutes 06 seconds West 78.31 feet to an existing iron rod; thence South 49 degrees 23 minutes 04 seconds West 72.01 feet to an existing iron rod; thence South 33 degrees 01 minute 34 seconds East 194.41 feet to an existing iron rod; thence South 02 degrees 45 minutes 20 seconds East 129.84 feet to an existing iron rod; thence South 24 degrees 17 minutes 37 seconds West 87.53 feet to an existing iron rod; thence South 42 degrees 08 minutes 18 seconds East 24.69 feet to an existing iron rod; thence South 20 degrees 35 minutes 49 seconds West 325.23 feet to an existing iron rod; thence South 13 degrees 26 minutes 33 seconds West 60.76 feet to an existing iron rod; thence South 29 degrees 24 minutes 57 seconds West 23.97 feet to an existing iron rod set in the northern margin of the right‑of‑way for Tot Hill Farm Road; thence continuing along the northern margin of the right‑of‑way for Tot Hill Farm Road the following courses and distances: North 84 degrees 28 minutes 15 seconds East 362.20 feet to an existing iron rod; thence North 78 degrees 33 minutes 58 seconds East 70.61 feet to an existing iron rod; thence in a northwesterly direction along the western margin of the right‑of‑way for High Meadow Drive (a private road) following an arc having a radius of 146.19 feet and an arc distance of 45.69 feet (Chord Bearing and Distance = North 14 degrees 56 minutes 51 seconds West 45.50 feet, Delta Angle = 17 degrees 54 minutes 19 seconds, Tangent = 23.03 feet) to an existing iron rod; thence North 23 degrees 54 minutes 01 second West 20.56 feet to an existing iron rod; thence in a northeasterly direction along an arc having a radius of 211.56 feet and an arc distance of 241.85 feet (Chord Bearing and Distance = North 08 degrees 50 minutes 59 seconds East 228.90 feet, Delta Angle = 65 degrees 30 minutes 00 seconds, Tangent = 136.08 feet) to an existing iron rod; thence North 41 degrees 35 minutes 59 seconds East 15.24 feet to an existing iron rod; thence North 63 degrees 09 minutes 42 seconds West 93.23 feet to an existing iron rod; thence North 10 degrees 53 minutes 50 seconds East 84.53 feet to an existing iron rod; thence North 04 degrees 12 minutes 58 seconds West 93.02 feet to an existing iron rod; thence North 01 degree 21 minutes 29 seconds East 428.99 feet to an existing iron rod; thence North 40 degrees 02 minutes 08 seconds East 252.59 feet to an existing iron rod; thence North 89 degrees 09 minutes 53 seconds East 97.08 feet to an existing iron rod; thence South 46 degrees 53 minutes 38 seconds East 44.42 feet to an existing iron rod; thence South 63 degrees 23 minutes 33 seconds East 74.95 feet to an existing iron rod; thence South 02 degrees 43 minutes 22 seconds East 49.99 feet to an existing iron rod; thence South 88 degrees 39 minutes 21 seconds East 61.27 feet to an existing iron rod; thence North 50 degrees 50 minutes 12 seconds East 24.97 feet to an existing iron rod; thence South 28 degrees 23 minutes 39 seconds East 252.11 feet to an existing iron rod; thence South 50 degrees 49 minutes 32 seconds West 100.01 feet to an existing iron rod; thence South 04 degrees 36 minutes 02 seconds East 182.72 feet to an existing iron rod; thence South 53 degrees 09 minutes 17 seconds West 47.40 feet to an existing iron rod; thence South 28 degrees 56 minutes 52 seconds East 60.00 feet to an existing iron rod; thence South 60 degrees 49 minutes 24 seconds West 184.00 feet to an existing iron rod; thence South 52 degrees 35 minutes 52 seconds West 199.60 feet to an existing iron rod; thence North 81 degrees 07 minutes 35 seconds West 49.05 feet to an existing iron rod; thence South 41 degrees 35 minutes 59 seconds West 47.11 feet to an existing iron rod; thence in a southwesterly direction along the eastern margin of the right‑of‑way for High Meadow Drive following an arc having a radius of 161.56 feet and an arc distance of 184.70 feet (Chord Bearing and Distance = South 08 degrees 50 minutes 59 seconds West 174.80 feet, Delta Angle = 65 degrees 30 minutes 00 seconds, Tangent = 103.92 feet) to an existing iron rod; thence continuing along the eastern margin of the right‑of‑way for High Meadow Drive the following courses and distances: South 23 degrees 54 minutes 01 second East 20.56 feet to an existing iron rod; thence in a southeasterly direction along an arc having a radius of 196.19 feet and an arc distance of 64.46 feet (Chord Bearing and Distance = South 14 degrees 29 minutes 14 seconds East 64.17 feet, Delta Angle = 18 degrees 49 minutes 34 seconds, Tangent = 32.53 feet) to an existing iron rod; thence South 84 degrees 06 minutes 27 seconds East 70.95 feet to an existing iron rod; thence along the northern margin of the right‑of‑way for Tot Hill Farm Road the following courses and distances: North 87 degrees 47 minutes 26 seconds East 24.04 feet to an existing iron rod; thence in a northeasterly direction along an arc having a radius of 1,970.13 feet and an arc distance of 1,904.01 feet (Chord Bearing and Distance = North 58 degrees 24 minutes 38 seconds East 1,830.77 feet, Delta Angle = 55 degrees 22 minutes 22 seconds, Tangent = 1,033.74 feet) to an existing iron rod; thence North 30 degrees 45 minutes 37 seconds East 187.58 feet to an existing iron rod; thence in a northwesterly direction along an arc having a radius of 30.00 feet and an arc distance of 47.54 feet (Chord Bearing and Distance = North 14 degrees 40 minutes 17 seconds West 42.72 feet, Delta Angle = 90 degrees 47 minutes 41 seconds, Tangent = 30.42 feet) to an existing iron rod; thence along the western margin of the 50‑foot right‑of‑way for Stone Bridge Road (a private road) the following courses and distances: North 60 degrees 04 minutes 07 seconds West 89.42 feet to an existing iron rod; thence North 29 degrees 55 minutes 53 seconds East 15.00 feet to an existing iron rod; thence North 60 degrees 04 minutes 07 seconds West 12.53 feet to an existing iron rod; thence in a northwesterly direction along an arc having a radius of 256.03 feet and an arc distance of 338.92 feet (Chord Bearing and Distance = North 22 degrees 08 minutes 44 seconds West 314.71 feet, Delta Angle = 75 degrees 50 minutes 43 seconds, Tangent = 199.48 feet) to an existing iron rod; thence North 15 degrees 46 minutes 38 seconds East 47.33 feet to an existing iron rod; thence in a northwesterly direction along an arc having a radius of 326.53 feet and an arc distance of 181.00 feet (Chord Bearing and Distance = North 00 degrees 06 minutes 08 seconds West 178.69 feet, Delta Angle = 31 degrees 45 minutes 35 seconds, Tangent = 92.89 feet) to an existing iron rod; thence North 15 degrees 58 minutes 56 seconds West 14.28 feet to an existing iron rod; thence in a northwesterly direction along an arc having a radius of 842.10 feet and an arc distance of 205.10 feet (Chord Bearing and Distance = North 09 degrees 00 minutes 11 seconds West 204.59 feet, Delta Angle = 13 degrees 57 minutes 17 seconds, Tangent = 103.06 feet) to an existing iron rod; thence North 02 degrees 01 minute 38 seconds West 164.21 feet to an existing iron rod; thence in a northwesterly direction along an arc having a radius of 1,584.04 feet and an arc distance of 116.33 feet (Chord Bearing and Distance = North 04 degrees 07 minutes 52 seconds West 116.30 feet, Delta Angle = 4 degrees 12 minutes 28 seconds, Tangent = 58.19 feet) to an existing iron rod; thence in a northwesterly direction along an arc having a radius of 30.00 feet and an arc distance of 25.64 feet (Chord Bearing and Distance = North 60 degrees 03 minutes 10 seconds West 24.86 feet, Delta Angle = 48 degrees 57 minutes 47 seconds, Tangent = 13.66 feet) to an existing iron rod; thence in a southeasterly direction along an arc having a radius of 1,564.04 feet and an arc distance of 129.54 feet (Chord Bearing and Distance = South 04 degrees 24 minutes 00 seconds East 129.50 feet, Delta Angle = 04 degrees 44 minutes 44 seconds, Tangent = 64.81 feet) to an existing iron rod; thence South 02 degrees 01 minute 38 seconds East 289.09 feet to an existing iron rod; thence South 81 degrees 28 minutes 51 seconds West 62.28 feet to an existing iron rod; thence South 24 degrees 29 minutes 31 seconds West 401.80 feet to an existing iron rod; thence South 31 degrees 08 minutes 23 seconds West 194.73 feet to an existing iron rod; thence South 58 degrees 34 minutes 48 seconds West 383.03 feet to an existing iron rod; thence North 78 degrees 19 minutes 21 seconds West 171.76 feet to an existing iron rod; thence North 36 degrees 13 minutes 30 seconds West 259.79 feet to an existing iron rod; thence North 11 degrees 13 minutes 48 seconds West 440.79 feet to an existing iron rod; thence North 68 degrees 58 minutes 11 seconds East 68.98 feet to an existing iron rod; thence North 18 degrees 09 minutes 33 seconds East 105.94 feet to an existing iron rod; thence North 04 degrees 01 minute 47 seconds East 117.45 feet to an existing iron rod; thence North 74 degrees 13 minutes 29 seconds East 76.54 feet to an existing iron rod; thence North 12 degrees 53 minutes 23 seconds East 76.84 feet to an existing iron rod; thence North 79 degrees 44 minutes 19 seconds East 54.10 feet to an existing iron rod; thence North 16 degrees 42 minutes 19 seconds West 58.85 feet to an existing iron rod; thence North 29 degrees 32 minutes 53 seconds East 56.91 feet to an existing iron rod; thence North 78 degrees 52 minutes 30 seconds East 102.63 feet to an existing iron rod; thence North 46 degrees 41 minutes 44 seconds East 79.40 feet to an existing iron rod; thence South 87 degrees 27 minutes 22 seconds East 47.93 feet to an existing iron rod; thence North 43 degrees 26 minutes 36 seconds East 55.20 feet to an existing iron rod; thence North 77 degrees 05 minutes 02 seconds East 287.93 feet to an existing iron rod; thence North 46 degrees 10 minutes 48 seconds East 114.40 feet to an existing iron rod; thence North 25 degrees 14 minutes 07 seconds East 105.60 feet to an existing iron rod; thence in a southeasterly direction along an arc having a radius of 162.88 feet and an arc distance of 178.46 feet (Chord Bearing and Distance = South 38 degrees 45 minutes 14 seconds East 169.66 feet, Delta Angle = 62 degrees 46 minutes 34 seconds, Tangent = 99.37 feet) to an existing iron rod; thence South 07 degrees 21 minutes 57 seconds East 132.51 feet to an existing iron rod; thence in a northeasterly direction along an arc having a radius of 30.00 feet and an arc distance of 25.97 feet (Chord Bearing and Distance = North 45 degrees 15 minutes 16 seconds East 25.17 feet, Delta Angle = 49 degrees 36 minutes 14 seconds, Tangent = 13.86 feet) to an existing iron rod; thence North 07 degrees 21 minutes 57 seconds West 117.23 feet along the western margin of the right‑of‑way for Stone Bridge Road to an existing iron rod; thence continuing to follow the margin of the right‑of‑way for Stone Bridge Road in a northwesterly direction along an arc having a radius of 182.88 feet and an arc distance of 250.25 feet (Chord Bearing and Distance = North 46 degrees 34 minutes 02 seconds West 231.17 feet, Delta Angle = 78 degrees 24 minutes 09 seconds, Tangent = 149.16 feet) to an existing iron rod; thence North 85 degrees 46 minutes 14 seconds West 151.87 feet to an existing iron rod; thence  in a northwesterly direction along an arc having a radius of 2,479.48 feet and an arc distance of 157.71 feet (Chord Bearing and Distance = North 87 degrees 35 minutes 34 seconds West 157.68 feet, Delta Angle = 03 degrees 38 minutes 39 seconds, Tangent = 78.88 feet) to an existing iron rod; thence South 89 degrees 43 minutes 26 seconds West 368.25 feet to an existing iron rod; thence South 37 degrees 34 minutes 50 seconds East 193.49 feet to an existing iron rod; thence South 66 degrees 09 minutes 57 seconds West 63.93 feet to an existing iron rod; thence North 52 degrees 28 minutes 25 seconds West 57.76 feet to an existing iron rod; thence South 70 degrees 55 minutes 00 seconds West 98.84 feet to an existing iron rod; thence South 51 degrees 01 minute 55 seconds West 110.03 feet to an existing iron rod; thence South 46 degrees 54 minutes 25 seconds West 559.15 feet to an existing iron rod; thence South 00 degrees 25 minutes 07 seconds West 353.97 feet to an existing iron rod; thence South 57 degrees 31 minutes 15 seconds East 64.90 feet to an existing iron rod; thence South 00 degrees 25 minutes 07 seconds West 98.01 feet to an existing iron rod; thence South 72 degrees 25 minutes 32 seconds West 158.48 feet to an existing iron rod; thence North 65 degrees 39 minutes 22 seconds West 108.74 feet to an existing iron rod; thence North 43 degrees 16 minutes 35 seconds West 97.36 feet to an existing iron rod; thence North 19 degrees 39 minutes 41 seconds West 92.98 feet to an existing iron rod; thence North 69 degrees 12 minutes 50 seconds West 82.09 feet to an existing iron rod; thence North 00 degrees 00 minutes 00 seconds East 144.20 feet to an existing iron rod; thence North 06 degrees 58 minutes 59 seconds West 492.37 feet to an existing iron rod set in the southern margin of the 50‑foot right‑of‑way for Stable Brook Road (a private road); thence following the southern margin of the right‑of‑way for Stable Brook Road in a northwesterly direction along an arc having a radius of 289.00 feet and an arc distance of 64.66 feet (Chord Bearing and Distance = North 84 degrees 03 minutes 24 seconds West 64.53 feet, Delta Angle = 12 degrees 49 minutes 12 seconds, Tangent = 32.47 feet) to an existing iron rod; thence South 17 degrees 01 minute 48 seconds West 520.99 feet to an existing iron rod; thence North 49 degrees 46 minutes 57 seconds West 194.23 feet to an existing iron rod; thence South 53 degrees 00 minutes 11 seconds West 59.30 feet to an existing iron rod; thence South 12 degrees 54 minutes 55 seconds West 294.71 feet to an existing iron rod; thence North 30 degrees 08 minutes 17 seconds West 78.56 feet to an existing iron rod; thence North 89 degrees 43 minutes 46 seconds West 127.78 feet to an existing iron rod; thence North 45 degrees 58 minutes 11 seconds West 151.98 feet to an existing iron rod; thence North 49 degrees 20 minutes 52 seconds West 90.69 feet to an existing iron rod; thence North 77 degrees 21 minutes 06 seconds West 30.00 feet to an existing iron rod; thence North 27 degrees 48 minutes 35 seconds East 190.26 feet to an existing iron rod; thence North 14 degrees 24 minutes 37 seconds East 359.41 feet to an existing iron rod; thence North 53 degrees 49 minutes 18 seconds West 79.87 feet to an existing iron rod; thence North 36 degrees 10 minutes 42 seconds East 370.02 feet to an existing iron rod; thence North 36 degrees 10 minutes 42 seconds East 1,884.97 feet to an existing iron pipe; thence South 04 degrees 03 minutes 43 seconds West 1,161.16 feet to an existing iron pipe control corner; thence South 03 degrees 44 minutes 40 seconds West 213.84 feet to an existing iron rod; thence South 04 degrees 02 minutes 35 seconds West 205.24 feet to an existing iron pipe control corner; thence North 89 degrees 45 minutes 36 seconds East 363.09 feet to an existing iron rod; thence South 19 degrees 45 minutes 31 seconds East 30.07 feet to an existing iron rod set in the northern margin of the right‑of‑way for Stone Bridge Road; thence continuing along the northern margin of the right‑of‑way for Stone Bridge Road in a northeasterly direction along an arc having a radius of 254.81 feet and an arc distance of 86.26 feet (Chord Bearing and Distance = North 79 degrees 23 minutes 51 seconds East 85.85 feet, Delta Angle = 19 degrees 23 minutes 48 seconds, Tangent = 43.55 feet) to an existing iron rod; thence North 89 degrees 43 minutes 26 seconds East 447.98 feet to an existing iron rod; thence in a southeasterly direction along an arc having a radius of 2,529.48 feet and an arc distance of 160.89 feet (Chord Bearing and Distance = South 87 degrees 35 minutes 34 seconds East 160.86 feet, Delta Angle = 03 degrees 38 minutes 39 seconds, Tangent = 80.47 feet) to an existing iron rod; thence South 85 degrees 46 minutes 14 seconds East 151.87 feet to an existing iron rod; thence in a southeasterly direction along an arc having a radius of 232.88 feet and an arc distance of 318.67 feet (Chord Bearing and Distance = South 46 degrees 34 minutes 03 seconds East 294.38 feet, Delta Angle = 78 degrees 24 minutes 12 seconds, Tangent = 189.94 feet) to an existing iron rod; thence South 07 degrees 21 minutes 57 seconds East 166.42 feet to an existing iron rod; thence in a southeasterly direction along an arc having a radius of 1,634.04 feet and an arc distance of 152.22 feet (Chord Bearing and Distance = South 04 degrees 41 minutes 45 seconds East 152.16 feet, Delta Angle = 05 degrees 20 minutes 15 seconds, Tangent = 76.17 feet) to an existing iron rod; thence South 02 degrees 01 minute 38 seconds East 164.21 feet to an existing iron rod; thence in a southeasterly direction along an arc having a radius of 792.10 feet and an arc distance of 192.92 feet (Chord Bearing and Distance = South 09 degrees 00 minutes 10 seconds East 192.44 feet, Delta Angle = 13 degrees 57 minutes 17 seconds, Tangent = 96.94 feet) to an existing iron rod; thence South 15 degrees 58 minutes 56 seconds East 14.28 feet to an existing iron rod; thence in a southeasterly direction along an arc having a radius of 376.53 feet and an arc distance of 208.71 feet (Chord Bearing and Distance = South 00 degrees 06 minutes 11 seconds East 206.05 feet, Delta Angle = 31 degrees 45 minutes 32 seconds, Tangent = 107.11 feet) to an existing iron rod; thence South 15 degrees 46 minutes 38 seconds West 47.33 feet to an existing iron rod; thence in a southeasterly direction along an arc having a radius of 206.03 feet and an arc distance of 272.73 feet (Chord Bearing and Distance = South 22 degrees 08 minutes 35 seconds East 253.25 feet, Delta Angle = 75 degrees 50 minutes 41 seconds, Tangent = 160.52 feet) to an existing iron rod; thence South 60 degrees 04 minutes 07 seconds East 12.53 feet to an existing iron rod; thence North 29 degrees 55 minutes 53 seconds East 15.00 feet to an existing iron rod; thence South 60 degrees 04 minutes 07 seconds East 90.10 feet to an existing iron rod; thence in a northeasterly direction along an arc having a radius of 30.00 feet and an arc distance of 47.18 feet (Chord Bearing and Distance = North 74 degrees 52 minutes 40 seconds East 42.47 feet, Delta Angle = 90 degrees 06 minutes 26 seconds, Tangent = 30.06 feet) to the point and place of the BEGINNING, and containing 196.43 acres of land, more or less, to be annexed.
This description is in accordance with an annexation map of the Tot Hill Farm area prepared for the City of Asheboro by David Ward Surveying. This annexation map was drawn under the supervision of Roland D. Ward, Professional Land Surveyor, with Registration Number L‑2728. The said annexation map is dated April 28, 2008, with a revision date of May 12, 2008.
SECTION 2.  The corporate limits of the City of Asheboro are extended to include the following described area:
ANNEXATION AREA 2
(Tot Hill Farm Area)
Cedar Grove Township, Randolph County, North Carolina:
BEGINNING at an existing iron rod set on the common property line between Tot Hill Farm, LLC and the Dassow Property Corp. property described in Deed Book 1516, Page 507 and in Deed Book 1231, Page 1789 in the Randolph County Public Registry, this beginning point is located by means of the North Carolina Coordinate System at the coordinates of North 685,338.941 feet and East 1,728,652.489 feet (NAD 83); thence from the said beginning point along the common property line with the Dassow Property Corp. the following course and distance: South 82 degrees 57 minutes 46 seconds West 684.67 feet to an existing iron rod; thence North 47 degrees 38 minutes 27 seconds East 330.94 feet to an existing iron rod; thence North 79 degrees 21 minutes 43 seconds East 202.92 feet to an existing iron rod; thence South 53 degrees 08 minutes 41 seconds East 294.37 feet to the point and place of the BEGINNING, and containing 2.009 acres of land, more or less, to be annexed.
This description is in accordance with an annexation map of the Tot Hill Farm area prepared for the City of Asheboro by David Ward Surveying. This annexation map was drawn under the supervision of Roland D. Ward, Professional Land Surveyor with Registration Number L‑2728. The said annexation map is dated April 29, 2008, with a revision date of May 12, 2008.
SECTION 3.  The areas annexed by this act shall be considered as "satellite corporate limits", and shall be subject to the provisions of G.S. 160A‑58.3 through G.S. 160A‑58.6.
SECTION 4.  This act becomes effective June 30, 2008.
In the General Assembly read three times and ratified this the 26th day of June, 2008.

	s/	 Beverly E. Perdue
	 President of the Senate

	s/	 Joe Hackney
	 Speaker of the House of Representatives