Editor's note:
The following town limits are taken from the amendment of the town limits dated September, 1991.
The corporate limits and boundaries of the town embrace the following territory:
Lying and being in Pitt County, Winterville Township, Winterville, North Carolina and beginning at a concrete monument in the eastern right-of-way of North Carolina Highway 11 (NC 11). This point of beginning lying southerly the following courses and distances from the intersection of the eastern right-of-way of NC 11 and the southern right-of-way of West Main Street of Winterville (SR 1133), a concrete monument: Along the eastern right-of-way of NC 11, S00°5303"E, 20.39 feet to a concrete monument; thence S39°5831"W, 133.62 feet to a concrete monument; thence S03°3119"W, 1094.88 feet to a concrete monument; thence S04°3925"W, 59.92 feet to the aforesaid point of beginning, a concrete monument, this point being shown as Point 2 on a map by Carolina Benchmark, Engineers-Surveyors-Planners, Incorporated, dated February 6, 1989 and recorded in the Pitt County Register of Deeds Office on Map Book 37, Page 82. Subsequent recordations in the Pitt County Register of Deeds Office of annexations modifying the aforesaid map are M.B. 37, Page 83; M.B. 37, Page 184; M.B. 38, Page 78; M.B. 39, Page 36; M.B. 40, Page 28; and M.B. 40, Page 29.
Thence from this point of beginning with the Town Limit Line of the Town of Winterville the following courses and distances: with the eastern right-of-way of NC 11, N04°3925"E, 59.92 feet to a concrete monument; then continuing N03°3119"E, 1094.88 feet to a concrete monument; then continuing N39°5831"E, 133.62 feet to a concrete monument; then continuing N00°5303"W, 20.39 feet to a concrete monument in the southern right-of-way of Main Street (NCSR 1133); then crossing Main Street N00°0256"W, 60.03 feet to a concrete monument in the northern right-of-way of Main Street (NCSR 1133); then continuing N00°4404"W, 20.11 feet to a concrete monument; then continuing N29°1043"W, 58.85 feet to a concrete monument; then continuing N03°3544"E, 1220.91 feet to a concrete monument; then continuing N03°3351"E, 594.97 feet to a concrete monument; then continuing N83°5154"W, 37.33 feet to a concrete monument; then continuing N06°2312"E, 599.76 feet to a concrete monument; then continuing N83°5603"E, 50.20 feet to a concrete monument; then continuing N06°0753"E, 107.75 feet to a concrete monument; then continuing N05°0517"E, 71.20 feet to a concrete monument; then continuing N33°4153"W, 38.12 feet to a concrete monument; then continuing N33°1245"W, 107.70 feet to a concrete monument in the eastern right-of-way of NC 11 and the southwest corner of the property now or formerly owned by E.L. Grimes et al (DB M-38, Page 8, Pitt County); thence continuing with the eastern right-of-way of NC Highway 11 and the western boundary of the aforesaid Grimes property the following courses and distances; N04°3405"W, 57.60 feet to a point; thence N04°0639"E, 145.50 feet to a point, being the southwest corner of the property now or formerly owned by Pinewood Village Associates (D.B. T-48, Page 304, M.B. 37, Page 184); thence continuing with the eastern right-of-way of NC Highway 11 and the western boundary of the aforesaid Pinewood Village Associates the following courses and distances; N05°5123"E, 47.53 feet to a point; thence N10°1941"E, 378.07 feet to a point, the point being the northwest corner of the aforesaid Pinewood Village Associates property and the southwest corner of that property now or formerly owned by Wintergreen Apartments Limited (D.B. S-54, Page 184, D.B. S-54, Page 189 and M.B. 37, Page 83); thence continuing with the eastern right-of-way of NC Highway 11 and the western boundary of the aforementioned Wintergreen Apartments Limited and with the arc of a curve having a radius of 2864.789 feet and a chord bearing and distance of N16°2355"E, 297.82 feet to a point, the point being the northwest corner of the aforesaid Wintergreen Apartments Limited and the southwest corner of that property now or formerly owned by Speight (D.B. C-49, Page 107, D.B. C-49, Page 69 and D.B. W-46, Page 379); thence leaving the eastern right-of-way of NC Highway 11 and with the northern property line of the aforesaid Wintergreen Apartments Limited and the southern property line of the aforementioned Speight property, N87°5239"E, 609.38 feet to an iron pipe on the Wintergreen Apartments Limited/Speight line, thence crossing the aforementioned Speight property, N06°5112"W, 628.11 feet with a line 100 feet west of and parallel to the western right-of-way of NCSR 1149 also known as Mill Street, to an iron pipe in the northern boundary of the Speight property and the southern boundary of that property now or formerly owned by Ganim (D.B. 74, Page 858, M.B. 37, Page 83), thence with the Speight/Ganim line N88°2355"W, 267.56 feet to an iron pipe in the eastern right-of-way of NC Highway 11, also being the northwest corner of the Speight property and the southwest corner of the Ganim property; thence with the eastern right-of-way NC Highway 11 and the western boundary of the Ganim property N22°2853"E, 187.44 east to an iron pin, the northwest corner of the Ganim property and the southwest corner of the property now or formerly owned by the Tripp Heirs (D.B. B-19, Page 165); thence leaving the eastern right-of-way of NC Highway 11 and with the Ganim/Tripp line S88°2242"E, 275.88 feet to an iron pin in the western boundary of NCSR 1149 (Mill Street) the iron pin also being the northeast corner of the Ganim property and the southeast corner of the Tripp Heirs' property; thence crossing NCSR 1149 (Mill Street) S88°2242"E, 60.67 feet to a point in the eastern right-of-way of NCSR 1149 (Mill Street); thence with the eastern right-of-way of NCSR 1149 (Mill Street) S06°5049"E, 1629.89 feet to a point in the eastern right-of-way of NCSR 1149 (Mill Street) where it meets the northern right-of-way of Worthington Street; then with the northern right-of-way of Worthington Street S88°3254"E, 1236.12 feet to a point in the western right-of-way of CSX Railroad; then crossing the railroad right-of-way S84°4805"E, 132.86 feet to a point in the eastern right-of-way of CSX Railroad; then continuing S89°0404"E, 410.65 feet with the northern right-of-way of Worthington Street to a point in the eastern right-of-way of Jones Street, the northwest corner of Lot 14 of the Division of the F. McCoy Tripp land (M.B. 6, Page 7); then continuing with the northern boundary of Lot 14, S89°0403"E, 150.50 feet to a concrete monument, the northwest corner of the Robinson Heights Subdivision (MB 16, Page 63); then continuing S89°0405"E, 766.55 feet with the northern line of Robinson Heights and others to a point, the southwest corner of Weathington Heights Subdivision, Section 3 (M.B. 28, Page 20); then N33°5537"E, 1035.85 feet with the western boundary of Weathington Heights to a point; cornering, then with the northern boundary of Weathington Heights S79°2121"E, 158.40 feet; then continuing S88°3622"E, 943.20 feet to a point in the centerline of SR 1130; then continuing N39°5646"E, 30.00 feet to a point in the northern right-of-way of SR 1130; then with the northern right-of-way of SR 1130, S50°0331"E, 432.33 feet to a point; continuing with the highway right-of-way along a curve having a chord lying S65°3146"E, 469.54 feet to a point; continuing with the highway right-of-way S81°0002"E, 312.96 feet to a point where the northern right-of-way of SR 1130 meets the western right-of-way of SR 1700; then with the western right-of-way of SR 1700, N02°5428"W, 66.66 feet to a point; then N00°0033"W, 119.48 feet to a point; then crossing SR 1700, N89°5922"E, 60.00 feet to a point on the eastern right-of-way of SR 1700, the point being the northwest corner of Canterbury Subdivision (M.B. 35, Page 10); then continuing with the boundary of Canterbury Subdivision S89°0804"E, 176.55 feet to a point; then S00°5157"N, 108.52 feet to a point; then S02°4749"E, 28.00 feet to a point; then N81°0850"E, 393.77 feet to a point; then S08°5106"E, 80.00 feet to a point; then S64°1329"E, 279.98 feet to a point; then continuing with the boundary of Canterbury Subdivision (M.B. 35, Page 188) S81°0044"E, 190.00 feet to a point; then S42°0217"W, 100.00 feet to a point; then S47°5743"E, 212.26 feet to a point; then N42°0202"E, 30.00 feet to a point; then S47°5747"E, 145.01 feet to a point; then N42°0218"E, 176.45 feet to a point; then N07°5753"E, 168.08 feet to a point; then N00°3145"W, 114.19 feet to a point; then N07°32'27"W, 50.00 feet to a point; then N75°0443"E, 158.22 feet to a point; then N54°2943"E, 60.00 feet to a point; then N31°4726"W, 31.69 feet to a point; then N64°5545"E, 167.36 feet to a point; then S28°0056"E, 90.01 feet to a point; then N61°5912"E, 87.71 feet to a point; then S28°0051"E, 215.96 feet to a point in the northern property line of Clevewood Subdivision (MB 36, Page 137); then with the northern property line of Clevewood Subdivision N63°3903"E, 25.64 feet to a point; then N62°3529"E, 157.16 feet to a point; N62°4945"E, 43.86 feet to a point; then leaving the northern property line of Clevewood Subdivision S89°1507"E, 18.64 feet with the northern line of Lot 67 of Clevewood Subdivision (MB 36, Page 137); continuing N83°3637"E, 91.22 feet with the line of Lot 67 and Lot 65 of the aforesaid Clevewood Subdivision to a point; then continuing with this line S81°3906"E, 77.25 feet to a point; then continuing S54°3617"E, 98.71 feet to a point; then continuing S64°1132"E, 43.30 feet to a point in the northern right-of-way of Edgewater Drive; then with the right-of-way of Edgewater Drive S53°1845"W, 17.19 feet to a point; then continuing S36°4123"E, 15.00 feet to a point; then continuing S53°1823"W, 134.78 feet to a point; then with a curve in the aforesaid right-of-way having a chord lying S14°1758"W, 440.60 feet to a point; then continuing with the aforesaid right-of-way S62°5255"W, 15.00 feet to a point; then continuing S27°0537"E, 24.99 feet to a point; then continuing N69°0315"E, 15.00 feet to a point; then continuing S29°0352"E, 130.00 feet to a point; then with a curve in the aforesaid right-of-way having a chord lying S25°1939"E, 105.20 feet to a point; then leaving the right-of-way of Edgewater Drive with the southern boundary of Lot 73 of Clevewood Subdivision (Section II, Phase II) S68°2544"W, 201.85 feet to a point in the eastern boundary line of Canterbury Subdivision (MB 35, Page 188); then with the eastern boundary of the aforesaid Canterbury Subdivision S20°4434"E, 109.26 feet to an iron pin, cornering, then with the southern boundary of the aforesaid Canterbury Subdivision N87°4450"W, 1879.01 feet to a point; then continuing N87°3956"W, 177.64 feet to an iron pin in the eastern right-of-way of SR 1700; then with the eastern right-of-way of SR 1700, S08°0637"E, 241.55 feet to a point; then continuing S08°0636"E, 235.17 feet to a point; then with a curve in the aforesaid right-of-way having a chord lying S00°3523"E, 205.01 feet to a point; then continuing S07°0348"W, 632.25 feet to a point; then with a curve in the aforesaid right-of-way having a chord lying S06°1107"W, 261.83 feet to a point; then continuing S01°0739"W, 534.27 feet to a point; then continuing with the eastern right-of-way of SR 1700 S03°1045"E, 85.77 feet to a point; then continuing S03°3920"E, 817.37 feet to a point in the eastern right-of-way of SR 1700, the point being the northwest corner of the property now or formerly of Ethel Weathington Williams (D.B. G-24, Page 146, E.B. 75, Page 23, and M.B. 39, Page 36); thence with the northern line of the Weathington property S83°5756"E, 366.82 feet to a point, thence S06°0203"W, 105.00 feet to a point, thence S83°5758"E, 512.20 feet to a point, thence S06°0206"W, 210.00 feet to an iron pin in the northern right-of-way of NCSR 1711 (D.H. Conley Road); thence crossing NCSR 1711, S06°0230"W, 60.00 feet to a point in the southern right-of-way of NCSR 1711, thence with the southern boundary of NCSR 1711 N83°5756"W, 824.78 feet to a point where the southern right-of-way of NCSR 1711 intersects the eastern right-of-way of NCSR 1700 (Old Tar Road), thence with the eastern right-of-way of NCSR 1700, S03°4420"W, 1008.11 feet to a point; then with a curve in the aforesaid right-of-way having a chord lying S00°5915"E, 493.16 feet to a point; then leaving the eastern right-of-way of SR 1700 S84°1710"W, 30.00 feet to a point in the centerline of SR 1700; then S31°2714"W, 62.40 feet to a point in the western right-of-way of SR 1700, the southeast corner of Craftwinds Subdivision (M.B. 36, Page 107); then with the boundary of Craftwinds Subdivision N57°0717"W, 141.19 feet to a point; then continuing N78°1914"W, 204.67 feet to a point; then continuing N85°5027"W, 138.54 feet to a point; then continuing S69°1911"W, 122.43 feet to a point; then continuing S68°3632"W, 119.24 feet to a point; then continuing 562°3426"W, 191.04 feet to a point; then continuing S55°5617"W, 154.25 feet to a point; then continuing S54°0446"W, 232.42 feet to a point; then continuing N51°3201"W, 278.18 feet to a point; then continuing N37°5555"W, 348.18 feet to a point; then continuing N10°5911"E, 302.36 feet to an iron pin; then continuing N79°2655"E, 804.49 feet to an iron pin; then continuing N09°4306"W, 836.11 feet to a point in the western boundary of Craftwinds; then leaving the western boundary of Craftwinds N86°0205"W, 1398.29 feet to an iron pin; then N86°0048"W, 609.32 feet to an iron pin; then N86°0046"W, 393.09 feet to a point in the center of a ditch; then with the ditch S15°2329"W, 458.54 feet to a point; then leaving the ditch S02°5401"W, 773.09 feet to a point in the eastern right-of-way of SR 1712; then leaving the eastern right-of-way of SR 1712, N69°5301"W, 619.53 feet to a point; thence S01°5108"W, 439.26 feet to a point; thence S66°4044"W, 1288.93 feet to a point; thence N77°5749"W, 50.80 feet to a point, the southeast corner of the property now or formerly of Linwood Dail (D.B. O-24, Page 601); then crossing the Cox property (D.B. F-52, Page 184) 516°1448"W, 413.26 feet to a point in the southern right-of-way of SR 1713; then with the southern right-of-way of SR 1713, N75°1541"W, 185.09 feet to a point where it intersects the eastern right-of-way of SR 1714; then with the eastern right-of-way of SR 1714 S03°2938"E, 1295.54 feet to an iron pin in the eastern right-of-way of SR 1714; then leaving the eastern right-of-way and crossing SR 1714, S86°3010"W, 60.00 feet to an iron pin in the western right-of-way of SR 1714; then leaving the western right-of-way of SR 1714, S86°3158"W, 1.64 feet to an iron pin in the southern property line of the property now or formerly owned by the Town of Winterville (D.B. F-51, Page 112, M.B. 25, Page 42); then with the southern property line of the tract N73°1530"W, 883.79 feet to an iron pin; then continuing N73°1555"W, 1.21 feet to a point in the eastern right-of-way of CSX Railroad; then crossing the railroad right-of-way N73°1536"W, 117.46 feet to a point in the western right-of-way of CSX Railroad and the eastern right-of-way of SR 1149; then crossing SR 1149, N73°1520"W, 60.00 feet to a point in the western right-of-way of SR 1149; then with the western right-of-way of SR 1149, N17°0711"E, 2409.75 feet to a point; then leaving the western right-of-way of SR 1149, N55°5440"W, 1182.23 feet to a concrete monument, the point of beginning.
Excluded from the above described Town of Winterville Corporate Limits are Areas 1, 2, and 3 described as follows:
AREA 1: Lying and being inside the above described Town of Winterville Corporate Limits described above but not a part of the Corporate Area and beginning at a point located as follows:
From the intersection of the western right-of-way of SR 1700 and the northern right-of-way of SR 1133, and thence along the northern right-of-way of SR 1133, S88°2516"W, 1333.70 feet to a point, the point of beginning, being a point on the northern right-of-way of Main Street, SR 1133, also being the southwest corner of Ragland Acres, (M.B. 26, Page 107): thence from this point of beginning S88°1711"W, 932.96 feet along the northern right-of-way of Main Street to a concrete monument where the northern right-of-way of Main Street (SR 1133) intersects the Winterville Post Office Site (M.B. 40, Page 2, D.B. 315, Page 62); thence along the eastern line of the Winterville Post Office Site N01°1028"W, 387.20 feet to a concrete monument, thence S88°1711"W, 225.00 feet along the northern boundary of the Winterville Post Office Site to a concrete monument in the eastern boundary of Olive Gardens Subdivision (M.B. 35, Page 187); then N01°1028"W, 913.60 feet with the eastern boundary of Olive Gardens Subdivision to an iron pin set in a canal; then S87°0630"W, 318.00 feet with the centerline of the aforesaid canal to an iron pin; then leaving aforesaid canal S02°3857"W, 495.86 feet with the western boundary of Olive Gardens Subdivision to a point; then S84°4434"W, 774.51 feet to a point, the southeastern corner of the Warren and Gardner Subdivision (M.B. 28, Page 17); then N01°1334"E, 480.21 feet with the eastern boundary of aforesaid subdivision to a point, the southwest corner of the Mid-East Regional Housing Authority property (M.B. 27, Page 73 & 73A); cornering, thence N82°5508"E, 488.27 feet to an iron pin in the southeast corner of the aforesaid property; then N01°0234"W, 575.50 feet to an iron pin in the northeast corner of the property, also being the southern boundary of Robinson Heights Subdivision (M.B. 21, Page 182 & 182A), then continuing S85°5851"E, 604.09 feet to an iron pin; then continuing N80°0156"E, 341.64 feet to an iron pin; then continuing S02°3128"W, 96.45 feet a concrete monument, the southwest corner of Devonshire Subdivision (M.B. 33, Page 80); then continuing S85°0311"E, 844.14 feet with the southern boundary of Devonshire Subdivision to a point, the northwest corner of Ragland Acres Subdivision (M.B. 26, Page 107); then S01°4615"E, 1108.38 feet with the western boundary of Ragland Acres Subdivision to a point; then continuing S01°3347"E, 97.01 feet to a point; then continuing S00°3850"E, 87.00 feet to a point; then continuing S00°2115"W, 355.10 feet to a point on the northern right-of-way of Main Street (SR 1133), the point of beginning, containing 62.4 acres more or less.
AREA 2: Lying and being inside the above described Town of Winterville Corporate Limits described above but not a part of the Corporate Area and beginning at the point where the southern right-of-way of SR 1130 intersects the western right-of-way of SR 1700, then along with the western right-of-way of SR 1700, S07°3355"E, 78.84 feet to a point; continuing S08°5107"E, 155.97 feet to a point; continuing S08°4411"E, 274.69 feet to a point; continuing S08°5741"E, 181.90 feet to a point; then leaving the western right-of-way of SR 1700, N89°2032"W, 0.55 feet to an iron pin, the northeast corner of Devonshire Subdivision (M.B. 34, Page 13); then with the northern boundary of the aforesaid Devonshire Subdivision N88°5508"W, 1224.05 feet to an iron pin; cornering, then continuing N03°3618"E, 385.97 feet to a point, the southeast corner of Weathington Heights Subdivision (M.B. 25, Page 130); then continuing with the eastern boundary of Weathington Heights Subdivision, N20°5820"E, 282.27 feet to a point; continuing N38°2436"E, 345.30 feet to a point in the southern right-of-way of SR 1130; then with the southern right-of-way of SR 1130 with a curve having a chord lying S65°3145"E, 501.55 feet to a point; continuing S81°00O2"E, 327.65 feet to a point, the point of beginning containing 17.6 acres more or less.
AREA 3: Lying and being inside the above described Town of Winterville Corporate Limits described above but not a part of the Corporate Area and beginning at a point located as follows:
From the point where the northern right-of-way of SR 1133 intersects the western right-of-way of SR 1700, thence along the western right-of-way of SR 1700, N00°5642"E, 567.29 feet to the northeast corner of Pitt Acres Subdivision (M.B. 35, Page 8); thence continuing with the western right-of-way of SR 1700 along a curve having a chord lying N06°1107"E, 263.39 feet to a point, continuing with the western right-of-way of SR 1700, N07°0347"E, 364.46 feet to a point where the northern boundary of Pitt Acres Subdivision Section II (M.B. 39, Page 149A) intersects the right-of-way, also being the southeast corner of that land now or formerly owned by Julian J. Worthington et al (D.B. G-24, Page 146); the point of beginning; thence along the Pitt Acres Subdivision Section II/Worthington line the following courses and distances: N79°1324"W, 125.95 feet to an iron pipe; thence N52°5225"W, 41.30 feet to an iron pipe; thence N79°4304"W, 385.63 feet to an iron pipe in the eastern boundary line of Ragland Acres (M.B. 21, Page 162; M.B. 24, Page 122; M.B. 25, Page 18; and M.B. 26, Page 107), the iron pipe also being the northwest corner of Pitt Acres Subdivision Section II and the southwest corner of the aforementioned Worthington land; then with the eastern boundary of Ragland Acres N14°0638"E, 395.54 feet to an iron pin; then N06°1939"E, 855.60 feet to an iron pin; then N84°5139"W, 62.87 feet to an iron pin, the southeast corner of Devonshire Subdivision (M.B. 34, Page 13); then continuing with the eastern boundary of the aforesaid Devonshire Subdivision, N07°0612"E, 383.08 feet to a concrete monument; cornering then S85°2619"E, 351.39 feet to a point; then continuing S08°2244"E, 43.40 feet to a point; then continuing N78°1125"E, 171.74 feet to a point in the western right-of-way of SR 1700; the point of beginning containing 8.2 acres more or less.
The Town of Winterville Corporate Area as depicted in the above description excluding Areas 1, 2, and 3 that are not incorporated in the Town, is composed of 811.3 acres more or less.
(1992 Code, § 11.01)
Cross-reference:
Corporate limits, see Charter, Section 1.3