City of Statesville Public Notice: Public Hearings on Annexation Requests for Whites Mill Subdivision, Highland Acres Subdivision, and SAIA

Notice of Public Hearings on Request for Annexations

North Carolina

Iredell County

NOTICE OF PUBLIC HEARING ON REQUEST FOR ANNEXATIONS

The public will take notice that the City Council of the City of Statesville has called a public hearings at 6:00 o’clock p.m. on the 7th day of October 2024 at the Statesville City Hall on the question of annexing the following described non-contiguous territories by petition filed pursuant to G.S. 160A-58.1:

AX24-10 Whites Mill Subdivision

(Whites Mill Road)

Parcel # 4743-26-2055

BEGINNING at an existing rebar on the common line of the property of HPT Investment Holding LLC, and being the common corner of the property of Clinton R Standley (now or formerly) recorded in Deed Book 2449 Page 1643, and having North Carolina State Plane Coordinates N:736,158.05 E:1,443,453.90 (NAD83/2011, CF:0.99987396); thence following the common line of HPT Investment Holding LLC with a bearing of S 18°50'33" W and a distance of 859.80' to a set rebar, being the common corner of the property of DG Golf Holdings LLC (now or formerly) recorded in Deed Book 2969 Page 396; thence following the common line thereof four (4) calls: (1) with a bearing of S 79°39'54" W and a distance of 321.29' to an existing pipe; (2) with a bearing of S 77°10'06" W and a distance of 666.58' to a set rebar; (3) with a bearing of S 08°32'19" E and a distance of 165.98' to a point; (4) with a bearing of S 72°51'17" W and a distance of 50.57' to a set rebar, being the common corner of the property of G David Cuthbertson (now or formerly) recorded in Deed Book 2977 Page 2360; thence following the common line thereof two (2) calls: (1) with a bearing of N 08°32'19" W and a distance of 169.80' to a set rebar; thence with a bearing of S 77°10'06" W and a distance of 520.03' to an existing rebar in the centerline of a railroad track; thence following the centerline thereof two (2) calls: (1) with a curve to the left having a radius of 1945.73' and an arc length of 246.88', and being chorded by a bearing of N 10°57'27" W, and a distance of 246.71' to a point; (2) with a bearing of N 14°35'27" W and a distance of 1303.40' to a set rebar; thence leaving the centerline of railroad and following the common line of Godfrey Lumber Company (now or formerly) rec-orded in Deed Book 1168 Page 1339 & Deed Book 1927 Page 1866; the common line of Calvary Baptist Church (now or formerly) recorded in Deed Book 2299 Page 847; and the common line of Margie Ann B. Miller (now or for-merly) recorded in Deed Book 2326 Page 1608 with a bearing of N 79°34'05" E and a distance of 1307.50' (passing a set rebar at 33.34’ and an existing axle at 1023.37’ to an existing axle; thence continuing with the common line of Miller with a bearing of N 33°18'12" E and a distance of 67.22' (passing an existing axle at 34.50’ to a point in Whites Mill Rd; thence following the common line of the property of Michael W Summers (now or formerly) recorded in Deed Book 747 Page 160; the property of Michael F Zacholl (now or formerly) recorded in Deed Book 2656 Page 1308; the property of Leonard G & Susan Mayberry (now or formerly) recorded in Deed Book 841 Page 150; and the property of Darlene L Daino (now or formerly) recorded in Deed Book 1990 Page 588 with a bearing of S 51°11'27" E and a distance of 742.45' to an existing rebar; thence continuing with the common line of Darlene L Daino with a bearing of S 55°54'22" E and a distance of 330.31' to an existing rebar; being the point of BEGINNING, having an area of 60.678 acres, amore or less, as shown on a survey by Carolina Surveyors, Inc.

AX24-11 Highland Acres Subdivision

(Southern end of McLaughlin Street)

Parcel #’s 4743-58-5449, 4743-48-9562, 4743-59-4412, 4743-59-9721, 4743-59-6785, 4743-59-2495 and a portion of 4743-48-9990

Beginning at a point at the north east corner of lot 16 in the western margin of wall street and being the "point of beginning"; thence north 87-41-30 west 130.49 feet to a point; thence south 03-31-59 west 680.41 feet to a point; thence south 65-36-01 east 268.29 feet to a point; thence south 18-14-51 east 257.44 feet to a point; thence north 73-55-57 west 204.26 feet to a point; thence south 15-40-28 east 25.08 feet to a point; thence south 00-43-34 west 35.08 feet to a point; thence south 65-37-50 east 11.17 feet to a point; thence south 02-37-28 east 123.65 feet to a point; thence south 18-49-28 east 93.38 feet to a point; thence south 07-58-25 east 86.45 feet to a point; thence south 28-02-19 west 22.65 feet to a point; thence south 73-57-29 east 20.82 feet to a point; thence south 32-00-13 east 15.00 feet to a point; thence south 21-44-33 west 18.60 feet to a point; thence south 32-36-40 east 47.87 feet to a point; thence south 20-05-03 east 92.50 feet to a point; thence south 19-04-06 east 154.37 feet to a point; thence south 31-41-29 east 47.93 feet to a point; thence south 32-29-33 east 121.40 feet to a point; thence south 26-55-21 east 65.44 feet to a point; thence south 32-50-43 east 45.85 feet to a point; thence south 50-34-11 east 147.31 feet to a point; thence south 58-07-45 west 28.83 feet to a point; thence south 40-43-48 west 83.83 feet to a point; thence south 38-07-35 west 95.78 feet to a point; thence south 30-19-12 west 64.58 feet to a point; thence south 12-59-07 west 57.07 feet to a point; thence north 88-37-44 west 797.66 feet to a point; thence south 69-26-32 west 199.97 feet to a point; thence south 15-49-19 west 320.09 feet to a point; thence north 78-23-54 west 439.64 feet to a point; thence north 03-25-25 east 1308.35 feet to a point; thence north 03-29-03 east 855.41 feet to a point; thence south 87-01-21 east 150.00 feet to a point; thence north 02-58-39 east 60.00 feet to a point; thence with a curve to the left having a radius of 20.00 feet, an arc length of 31.42 feet, chord length of 28.28 feet and bearing of north 42-01-21 west to a point on the said right-of-way of cresent lane; thence with said right-of-way south 87-01-21 east 100.00 feet to a point; then leaving said right-of-way with a curve to the left having a radius of 20.00 feet, an arc length of 31.42 feet, chord length of 28.28 feet and bearing of south 47-58-39 west to a point; thence south 02-58-39 west 60.00 feet to a point; thence south 02-58-39 west 857.00 feet to a point; thence south 86-35-42 east 142.68 feet to a point; thence north 03-21-50 east 352.14 feet to a point; thence north 77-58-27 east 122.65 feet to a point; thence north 03-19-32 east 434.74 feet to a point; thence north 77-43-12 east 149.39 feet to a point; thence north 15-24-15 west 167.69 feet to a point at said righ-of-way of cresent lane; thence crossing said right-of-way north 49-03-01 west 59.89 feet to a point; thence with said right-of-way south 74-24-10 west 70.00 feet to a point; thence leaving said right-of-way north 15-51-00 west 150.00 feet to a point; thence north 74-24-30 east 69.89 feet to a point; thence north 74-16-13 east 162.10 feet to a point; thence north 03-23-50 east 228.63 feet to a point; thence south 82-53-44 east 382.79 feet to a point; thence south 03-31-59 west 60.12 feet to a point; thence south 87-39-59 east 122.20 to a point on the western right-of-way of wall street; thence with said right-of-way south 00-01-50 west 85.78 feet to a point; thence with said right-of-way south 08-38-54 east 14.43 feet to the “point of beginning”, con-taining 61.28 acres more or less.

AX24-12 SAIA

(Winston Ave)

Parcel # 4733-58-2653

Beginning at a found nail located on the intersection of the centerline of Southern Railroad with the centerline of Slingshot Road, thence leaving the POINT OF BEGINNING and running with the centerline of Slingshot Road S 01°06'00" W a distance of 37.90' to a found nail, point being the centerline intersection of Slingshot Road with Win-ston Avenue; thence running with the centerline of Winston Avenue S 69°04'55" E a distance of 352.77' to a found railroad spike in the centerline of Winston Ave, point being in the line of NC51 RE LLC property as found in Deed Book 2157 Page 1891 of the Iredell County Registry; thence running with the said NC51 RE LLC property S 29°02'34" E a distance of 1134.34' to a found iron pipe (bent); thence N 60°57'58" E a distance of 429.95' to a found iron pipe; thence N 29°02'35" W a distance of 723.71' to a found iron pipe; thence S 82°08'01" E a distance of 381.43' to a found rebar; thence S 85°28'59" E a distance of 99.96' to a found iron stake; thence S 85°41'27" E a distance of 154.66' to a found iron pipe, a corner of the Alexander Martinez-Paz property as found in Deed Book 2923 Page 805; thence continuing with the said Martinez-Paz property N 00°32'33" E a distance of a total distance of 538.87' (crossing the centerline of Winston Avenue @ 510.93') to a found iron pipe located in the public right-of-way of Winston Avenue; thence N 01°05'09" E a distance of 299.40' to a found iron pipe on the southern right-of-way of the Southern Railroad; thence running with the said right-of-way N 72°07'11" E a distance of 164.87' to a found iron stake, point being the northwest corner of the Gateway to Heaven property as found in Deed Book 881 Page 1924 of the Iredell County Registry; thence running S 01°21'46" W a total distance of 918.97' (crossing the centerline of Winston Avenue @ 3+30.83') to a found iron pipe; thence S 81°37'02" E a distance of 273.74' to a found iron stake, point being the southeast corner of the Mae McLain Heirs property as found in Deed Book 763 Page 875, point also being on the property line of the Sherrill Family LLC property as found in Deed Book 2024 Page 900 of the said registry; thence running with the Sherrill Family property S 07°11'51" W a distance of 2457.20' to a found iron stake, a corner of the Wooten Family of NC property as found in Deed Book 2024 Page 896; thence running with the Wooten Family property N 83°53'26" W a distance of 586.37' to a found iron stake; thence continu-ing with the said Wooten Family property N 28°49'33" W a distance of 2739.33' to a found iron stake; thence N 55°04'11" W a total distance of 412.50' (crossing the centerline of Belfast Road @ 130.87') to a point in the center-line of Southern Railroad; thence running with the centerline of the said railroad N 71°55'19" E a distance of 628.48' to the POINT AND PLACE OF BEGINNING.

Publication Dates: September 26, 2024. COL-NC-900259