GENERAL ASSEMBLY OF NORTH CAROLINA
1989 SESSION

CHAPTER 356
HOUSE BILL 765

AN ACT TO RESTATE THE TOWN LIMITS OF THE TOWN OF WINTERVILLE, NORTH CAROLINA.

The General Assembly of North Carolina enacts:

Section 1.  The corporate limits of the Town of Winterville are as follows:
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°53'03"E, 20.39 ft to a concrete monument;  thence S39°58'31"W, 133.62 ft to a concrete monument; thence S03°31'19"W, 1094.88 ft to a concrete monument; thence S04°39'25"W, 59.92 ft to the aforesaid point of beginning, a concrete monument, this point being point 2 as shown 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.
Thence from this point of beginning with the Town Limit Line of the Town of Winterville and with the eastern right-of-way of NC 11 the following courses and distances, N04°39'25"E, 59.92 ft to a concrete monument; then continuing N03°31'19"E, 1094.88 ft to a concrete monument; then continuing N39°58'31"E, 133.62 ft to a concrete monument; then continuing N00°53'03"W, 20.39 ft to a concrete monument in the southern right-of-way of Main Street (NCSR 1133); then crossing Main Street N00°02'56"W, 60.03 ft to a concrete monument in the northern right-of-way of Main Street (NCSR 1133); then continuing N00°44'04"W, 20.11 ft to a concrete monument; then continuing N29°10'43"W, 58.85 ft to a concrete monument; then continuing N03°35'44"E, 1220.91 ft to a concrete monument; then continuing N03°33'51E, 594.97 ft to a concrete monument; then continuing N83°51'54"W, 37.33 ft to a concrete monument; then continuing N06°23'12"E, 599.76 ft to a concrete monument; then continuing N83°56'03"E, 50.20 ft to a concrete monument; then continuing N06°07'53"E, 107.75 ft to a concrete monument; then continuing N05°05'17"E, 71.20 ft to a concrete monument; then continuing N33°41'53"W, 38.12 ft to a concrete monument; then continuing N33°12'45"W, 107.70 ft 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, Pg. 8, Pitt County); then leaving the eastern right-of-way of NC 11 along the line of the Grimes property, N60°15'37"E, 246.30 ft to an iron pin, the corner of the Grimes property and Pinewood Village (DB T-48, Pg. 304, Pitt County); then with the southern property line of Pinewood Village S89°30'50"E, 701.59 ft to a concrete monument, the southeast corner of the Pinewood Village property; then N83°07'34"E, 54.10 ft to a point in the western right-of-way of SR 1149; then crossing SR 1149 S75°29'11"E, 64.44 ft to a point in the eastern right-of-way of SR 1149 where it meets the northern right-of-way of Worthington Street; then with the northern right-of-way of Worthington Street S88°32'54"E, 1236.12 ft to a point in the western right-of-way of CSX Railroad; then crossing the railroad right-of-way S84°48'05"E, 132.86 ft to a point in the eastern right-of-way of CSX Railroad; then continuing S89°04'04"E, 410.65 ft 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 (MB6, Pg. 7); then continuing with the northern boundary of Lot 14, S89°04'03"E, 150.50 ft to a concrete monument, the northwest corner of the Robinson Heights Subdivision (MB16, Pg. 63); then continuing S89°04'05"E, 766.55 ft with the northern line of Robinson Heights and others to a point, the southwest corner of Weathington Heights Subdivision, Section 3 (MB 28, Pg. 20); then N33°55'37"E, 1035.85 ft with the western boundary of Weathington Heights to a point; cornering, then with the northern boundary of Weathington Heights S79°21'21"E, 158.40 ft; then continuing S88°36'22"E, 943.20 ft to a point in the centerline of SR 1130; then continuing N39°56'46"E, 30.00 ft to a point in the northern right-of-way of SR 1130; then with the northern right-of-way of SR 1130, S50°03'31"E, 432.33 ft to a point; continuing with the highway right-of-way along a curve having a chord lying S65°31'46"E, 469.54 ft to a point; continuing with the highway right-of-way S81°00'02"E, 312,96 ft 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°54'28"W, 66.66 ft to a point; then N00°00'33"W, 119.48 ft to a point; then crossing SR 1700, N89°59'22"E, 60.00 ft to a point on the eastern right-of-way of SR 1700, said point being the northwest corner of Canterbury Subdivision (MB 35, Pg. 10); then continuing with the boundary of Canterbury Subdivision S89°08'04"E, 176.55 ft to a point; then S00°51'57"W, 108.52 ft to a point; then S02°47'49"E, 28.00 ft to a point; then N81°08'50"E, 393.77 ft to a point; then S08°51'06"E, 80.00 ft to a point; then S64°13'29"E, 279.98 ft to a point; then continuing with the boundary of Canterbury Subdivision (MB 35, Pg. 188) S81°00'44"E, 190.00 ft to a point; then S42°02'17"W, 100.00 ft to a point; then S47°57'43"E, 212.26 ft to a point; then N42°02'02"E, 30.00 ft to a point; then S47°57'47"E, 145.01 ft to a point; then N42°02'18"E, 176.45 ft to a point; then N07°57'53"E, 168.08 ft to a point; then N00°31'45"W, 114.19 ft to a point; then N07°32'27"W, 50.00 ft to a point; then N75°04'43"E, 158.22 ft to a point; then N54°29'43"E, 60.00 ft to a point; then N31°47'26"W, 31.69 ft to a point; then N64°55'45"E, 167.36 ft to a point; then S28°00'56"E, 90.01 ft to a point; then N61°59'12"E, 87.71 ft to a point; then S28°00'51"E, 215.96 ft to a point in the northern property line of Clevewood Subdivision (MB 36, Pg. 137); then with the northern property line of Clevewood Subdivision N63°39'03"E, 25.64 ft to a point; then N62°35'29"E, 157.16 ft to a point; N62°49'45"E, 43.86 ft to a point; then leaving the northern property line of Clevewood Subdivision S89°15'07"E, 18.64 ft with the northern line of Lot 67 of Clevewood Subdivision (MB36, Pg. 137); continuing N83°36'37"E, 91.22 ft with the line of Lot 67 and Lot 65 of the aforesaid Clevewood Subdivision to a point; then continuing with this line S81°39'06"E, 77.25 ft to a point; then continuing S54°36'17"E, 98.71 ft to a point; then continuing S64°11'32"E, 43.30 ft to a point in the northern right-of-way of Edgewater Drive; then with the right-of-way of Edgewater Drive S53°18'45"W, 17.19 ft to a point; then continuing S36°41'23"E, 15.00 ft to a point; then continuing S53°18'23"W, 134.78 ft to a point; then with a curve in the aforesaid right-of-way having a chord lying S14°17'58"W, 440.60 ft to a point; then continuing with the aforesaid right-of-way S62°52'55"W, 15.00 ft to a point; then continuing S27°05'37"E, 24.99 ft to a point; then continuing N69°03'15"E, 15.00 ft to a point; then continuing S29°03'52"E, 130.00 ft to a point; then with a curve in the aforesaid right-of-way having a chord lying S25°19'39"E, 105.20 ft 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°25'44"W, 201.85 ft to a point in the eastern boundary line of Canterbury Subdivision (MB 35, Pg. 188); then with the eastern boundary of the aforesaid Canterbury Subdivision S20°44'34"E, 109.26 ft to an iron pin, cornering, then with the southern boundary of the aforesaid Canterbury Subdivision N87°44'50"W, 1879.01 ft to a point; then continuing N87°39'56"W, 177.64 ft to an iron pin in the eastern right-of-way of SR 1700; then with the eastern right-of-way of SR 1700, S08°06'37"E, 241.55 ft to a point; then continuing S08°06'36"E, 235.17 ft to a point; then with a curve in the aforesaid right-of-way having a chord lying S00°35'23"E, 205.01 ft to a point; then continuing S07°03'48"W, 632.25 ft to a point; then with a curve in the aforesaid right-of-way having a chord lying S06°11'07"W, 261.83 ft to a point; then continuing S01°07'39"W, 534.27 ft to a point; then continuing with the eastern right-of-way of SR 1700 S03°10'45"E, 85.77 ft to a point; then continuing S03°39'20"E, 1136.59 ft to a point; then continuing S03°44'20"W, 60.05 ft to a point; then continuing S03°44'20"W, 1008.11 ft to a point; then with a curve in the aforesaid right-of-way having a chord lying S00°59'15"E, 493.16 ft to a point; then leaving the eastern right-of-way of SR 1700 S84°17'10"W, 30.00 ft to a point in the centerline of SR 1700; then S31°27'14"W, 62.40 ft to a point in the western right-of-way of SR 1700, the southeast corner of Craftwinds Subdivision (MB 36, Pg. 107); then with the boundary of Craftwinds Subdivision N57°07'17"W, 141.19 ft to a point; then continuing N78°19'14"W, 204.67 ft to a point; then continuing N85°50'27"W, 138.54 ft to a point; then continuing S69°19'11"W, 122.43 ft to a point; then continuing S68°36'32"W, 119.24 ft to a point; then continuing S62°34'26"W, 191.04 ft to a point; then continuing S55°56'17"W,  154.25 ft to a point;  then continuing S54°04'46"W, 232.42 ft to a point; then continuing N51°32'01"W, 278.18 ft to a point; then continuing N37°55'55"W, 348.18 ft to a point; then continuing N10°59'11"E, 302.36 ft to an iron pin; then continuing N79°26'55"E, 804.49 ft to an iron pin; then continuing N09°43'06"W, 836.11 ft to a point in the western boundary of Craftwinds; then leaving the western boundary of Craftwinds N86°02'05"W, 1398.29 ft to an iron pin; then N86°00'48"W, 609.32 ft to an iron pin; then N86°00'46"W, 393.09 ft to a point in the center of a ditch; then with said ditch S15°23'29"W, 458.54 ft to a point; then leaving said ditch S02°54'01"W, 773.09 ft to a point in the eastern right-of-way of SR 1712; then leaving the eastern right-of-way of SR 1712, N69°53'01"W, 619.53 ft to a point; then N69°53'05"W, 893.17 ft to a point; then S18°19'34"W, 492.91 ft to an iron pin in the John J. Tripp property (DB Y-24, Pg. 129 and 131); then S18°39'07"W, 35.31 ft to an iron pin, the northeast corner of the William Allen Stox property (DB H-40, Pg. 607); then with the eastern line of the Stox property S18°39'21"W, 69.48 ft to an iron pin in the northern line of property now or formerly owned by R.C. Waters (DB W-51, Pg. 695, DB X-53, Pg. 242); then continuing S18°29'45"W, 240.74 ft through said property, crossing Division Street and thru the property now or formerly owned by E.M. Tetterton (DB L-48, Pg. 778) to an iron pin in said E.M. Tetterton's southern property line; then S17°41'58"W, 117.15 ft to an iron pin, the F.L. Brock (DB T-51, Pg. 836, MB 31, Pg. 80) and G.C. Worthington (DB N-24, Pg. 376) corner; then S17°42'04"W, 104.94 ft to an iron pin, the G.C. Worthington southeast corner in the line of J.H. Brookshire (DB T-38, Pg. 127, MB 10, Pg. 76); then crossing the Brookshire property S17°47'37"W, 165.89 ft to an iron pin, the Linwood Dail (DB 0-24, Pg. 601) northeast corner; then with the eastern line of the Dail property S17°40'20"W, 84.83 ft to an iron pin, the southeast corner of the Dail property; then crossing the Cox property (DB F-52, Pg. 184) S16°14'48"W, 423.26 ft to a point in the southern right-of-way of SR 1713; then with the southern right-of-way of SR 1713, N75°15'41"W, 185.09 ft 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°29'38"E, 1295.54 ft 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°30'10"W, 60.00 ft to an iron pin in the western right-of-way of SR 1714; then leaving the western right-of-way of SR 1714 S86°31'58"W, 1.64 ft to an iron pin in the southern property line of the property now or formerly owned by the Town of Winterville (DB F-51, Pg. 112, MB 25, Pg. 42) ; then with the southern property line of said tract N73°15'55"W, 887.79 ft to an iron pin; then continuing N73°15'55"W, 1.21 ft to a point in the eastern right-of-way of CSX Railroad; then crossing the railroad right-of-way N73°15'36"W, 117.46 ft 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°15'20"W, 60.00 ft to a point in the western right-of-way of SR 1149; then with the western right-of-way of SR 1149 N17°07'11"E, 2409.75 ft to a point; then leaving the western right-of-way of SR 1149, N55°54'40"W, 1182.23 ft 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°25'16"W, 1333.70 ft 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, (MB 26, Pg. 107): thence from this point of beginning S88°17'11"W, 1157.96 ft along the northern right-of-way of Main Street to an iron pin where the northern right-of-way of Main Street (SR 1133) intersects the eastern boundary of Olive Gardens Subdivision (MB 35, Pg. 187); then N01°10'28"W, 1300.80 ft with the eastern boundary of Olive Gardens Subdivision to an iron pin set in a canal; then S87°06'30"W, 318.00 ft with the centerline of the aforesaid canal to an iron pin; then leaving aforesaid canal S02°38'57"W, 495.86 ft with the western boundary of Olive Gardens Subdivision to a point; then S84°44'34"W, 774.51 ft to a point, the southeastern corner of the Warren and Gardner Subdivision (MB 28, Pg. 17); then N01°13'34"E, 480.21 ft with the eastern boundary of aforesaid subdivision to a point, the southwest corner of the Mid-East Regional Housing Authority property (MB 27, Pg. 73 & 73A); cornering, thence N82°55'08"E, 488.27 ft to an iron pin in the southeast corner of the aforesaid property; then N01°02'34"W, 575.50 ft to an iron pin in the northeast corner of said property, also being the southern boundary of Robinson Heights Subdivision (MB 21, Pg. 182 & 182A), then continuing S85°58'51"E, 604.09 ft to an iron pin; then continuing N80°01'56"E, 341.64 ft to an iron pin; then continuing S02°31'28"W, 96.45 ft a concrete monument, the southwest corner of Devonshire Subdivision (MB 33, Pg. 80); then continuing S85°03'11"E, 844.14 with the southern boundary of Devonshire Subdivision to a point, the northwest corner of Ragland Acres Subdivision (MB 26, Pg. 107); then S01°46'15"E, 1108.38 ft with the western boundary of Ragland Acres Subdivision to a point; then continuing S01°33'47"E, 97.01 ft to a point; then continuing S00°38'50"E, 87.00 ft to a point; then continuing S00°21'15"W, 355.10 ft 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°33'55"E, 78.84 ft to a point; continuing S08°51'07"E, 155.97 ft to a point; continuing S08°44'11"E, 274.69 ft to a point; continuing S08°57'41"E, 181.90 ft to a point; then leaving the western right-of-way of SR 1700, N89°20'32"W, 0.55 ft to an iron pin, the northeast corner of Devonshire Subdivision (MB 34, Pg. 13); then with the northern boundary of the aforesaid Devonshire Subdivision N88°55'08"W, 1224.05 ft to an iron pin; cornering, then continuing N03°36'18"E, 385.97 ft to a point, the southeast corner of Weathington Heights Subdivision (MB 25, Pg. 130); then continuing with the eastern boundary of Weathington Heights Subdivision, N20°58'20"E, 282.27 ft to a point; continuing N38°24'36"E, 345.30 ft 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°31'45"E, 501.55 ft to a point; continuing S81°00'02"E, 327.65 ft to a point, the point of beginning containing 19.6 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°56'42"E, 567.29 ft to the point of beginning, being the northeast corner of Pitt Acres Subdivision (MB 35, Pg. 8): thence from this point of beginning and with the northern boundary of Pitt Acres Subdivision, S43°12'03"W, 319.42 ft to a point; then continuing S69°35'48"W, 232.42 ft to a point; continuing N87°25'07"W, 110.29 ft to a point; continuing N66°14'58"W, 90.14 ft to a point where the northern boundary of Pitt Acres intersects the eastern boundary of Ragland Acres Subdivision (MB 21, Pg. 162, MB 25, Pg. 18 & 18A, MB 26, Pg. 107); then with the eastern boundary of Ragland Acres N14°06'38"E, 395.54 ft to an iron pin; then N06°19'39"E, 855.60 ft to an iron pin; then N84°51'39"W, 62.87 ft to an iron pin, the southeast corner of Devonshire Subdivision (MB 34, Pg. 13); then continuing with the eastern boundary of the aforesaid Devonshire Subdivision, N07°06'12"E, 383.08 ft to a concrete monument; cornering then S85°26'19"E, 351.39 ft to a point; then continuing S08°22'44"E, 43.40 ft to a point; then continuing N78°11'25"E, 171.74 ft to an iron pin in the western right-of-way of SR 1700; then with the western right-of-way of SR 1700, S08°06'38"E, 235.18 ft to a point; then with the aforesaid right-of-way along a curve having a chord lying S00°35'15"E, 189.30 ft to a point; then continuing S07°03'47"W, 632.25 ft to a point; then with the aforesaid right-of-way along a curve having a chord lying S06°11'07"W, 263.39 ft to a point, the point of beginning containing 19.8 acres more or less.
The Town of Winterville Corporate Area as depicted in the above description, excluding Area 1, 2, and 3 that are not incorporated in the Town, is composed of 750.6 acres more or less.
Sec. 2.  This act shall become effective June 30, 1989.
In the General Assembly read three times and ratified this the 19th day of June, 1989.