A BILL TO BE ENTITLED
AN ACT to annex certain described territory to the city of kannapolis.
The General Assembly of North Carolina enacts:
SECTION 1.  The corporate limits of the City of Kannapolis are extended to include the following described area:
Lying and being in Number 3 Township, Cabarrus County, North Carolina on the West side of Shiloh Church Road adjoining the property of Roger D. Hudson, now or formerly (Book 367, page 49) and others and being more particularly described as follows:
Beginning at an existing 3/4" iron in the right of way of Shiloh Church Road, a corner of Hudson as noted above, said pin being S. 18‑34‑49 W. 1071.93 feet from an existing railroad spike in the intersection of Shiloh Church Road and Placid Road; thence with the right of way of Shiloh Church Road, S. 16‑45‑12 W. 544.96 feet to an existing iron pin (#5 rebar) on the north side of a 60 foot private right of way; thence with the north side of the 60 foot private right of way the following five (5) lines: 1) N. 84‑03‑27 W. 188.49 feet to a set iron pin (passing a set iron pin at 17.60 feet); 2) a curve bearing to the left S. 79‑23‑51 W. 102.95 feet  with a radius of 180.00 feet and an arc length of 104.40 feet to a set iron pin; 3) S. 62‑42‑52 W. 210.68 feet to a set iron pin; 4) a curve bearing to the left S. 78‑03‑08 W. 63.48 feet with a radius of 120.00 feet and an arc length of 64.25 feet to a set iron pin; and 5) N. 86‑39‑49 W. 86.22 feet to an exiting iron pin (#4 rebar), a corner of Mickey H. Kinley, now or formerly (Book 581, page 613 and Book 507, page 349); thence the following three lines with Kinley: 1) N. 11‑04‑59 W. 83.11 feet to an existing iron pin (#4 rebar); 2) S. 68‑47‑38 W. 103.69 feet to an existing iron pin (#4 rebar); and 3) S. 11‑05‑34 E. 38.59 feet to an existing iron pin on the north side of the 60 foot private right of way; thence continuing with the private right of way the following two lines: 1) N. 86‑29‑05 W. 60.02 feet to a set iron pin; and 2) S. 03‑38‑18 E. 148.85 feet to an existing 5/8" iron rod, a corner of Clifford C. Roten, Sr., now or formerly (Book 2413, page 246); thence the following three lines with Roten as follows: 1) N. 89‑14‑57 W. 10.00 feet to an existing iron pin; 2) N. 71‑37‑21 W. 278.66 feet to an existing iron pin (#4 rebar); and 3) S. 04‑17‑36 E. 185.00 feet to a set iron pin in the line of William D. Brumley, now or formerly (Book 616, page 94); thence the following five (5) lines with Brumley: 1) N. 76‑27‑30 W. 381.72 feet to a post; 2) N. 61‑29‑48 W. 234.44 feet to a post; 3) N. 39‑38‑36 W. 135.40 feet to a post; 4) N. 49‑06‑00 W. 319.10 feet to an existing 1/2" iron rod in stone pile; and 5) S. 00‑55‑58 W. 926.85 feet (passing an existing 1" iron rod at 862.10 feet) to a point, a corner of Brumley and Helms, as noted above, said point lying in the Rocky River; thence with the line of Helms and the Rocky River, the following six (6) lines:  1) N. 75‑17‑28 W. 252.10 feet to a point; 2) S. 73‑31‑21 W. 368.10 feet to a point; 3) S. 65‑39‑50 W. 523.05 feet to a point; 4) N. 75‑08‑12 W. 319.81 feet to a point; 5) N. 74‑08‑13 W. 425.60 feet to a point; and 6) N. 79‑59‑52 W. 337.20 feet to a point in the line of Rocky River, said point being on the border of Cabarrus County and Mecklenburg County, said point also being a corner of River Run Limited Partnership, now or formerly (Book 6245, page 680 Mecklenburg County Registry); thence twenty eight (28) lines with the line of River Run Limited Partnership, Howard and Associates, and Rocky River as follows: 1) N. 18‑47‑28 W. 250.03 feet to a point; 2) N. 02‑43‑26 W. 312.05 feet to a point; 3) N. 10‑28‑53 E. 113.73 feet to a point; 4) N. 03‑07‑28 E. 92.98 feet to a point; 5) N. 00‑25‑03 E. 87.16 feet to a point; 6) N. 12‑54‑32 W. 72.35 feet to a point; 7)  N. 16‑54‑27 W. 63.53 feet to a point; 8) N. 03‑32‑17 E. 52.59 feet to a point; 9) N. 19‑31‑24 E. 89.74 feet to a point; 10) N. 13‑42‑55 E. 84.75 feet to a point; 11) N. 25‑13‑19 W. 82.75 feet to a point; 12) N. 21‑21‑58 W. 94.32 feet to a point; 13) N. 21‑55‑45 E. 81.08 feet to a point; 14) N. 15‑13‑07 W. 75.32 feet to a point; 15) N. 03‑59‑20 W. 94.21 feet; and 16) N. 07‑51‑27 E. 83.50 feet to a point; 17) N. 02‑57‑31 W. 69.26 feet to a point; 18) N. 10‑07‑25 W. 78.45 feet to a point; 19) N. 11‑31‑18 E. 45.53 feet to a point; 20) N. 01‑50‑53 E. 133.23 feet to a point, a corner of Christopher Davis, now or formerly (Book 8035, page 100 Mecklenburg County Registry); 21) N. 00‑56‑24 E. 28.66 feet to a point; 22) N. 25‑32‑24 W. 151.20 feet to a point; 23) N. 24‑18‑31 W. 212.55 feet to a point; 24) N. 51‑06‑44 W. 70.12 feet to a point; 25) N. 32‑38‑00 W. 159.45 feet to a point; 26) N. 01‑57‑51 W. 35.47 feet to a point; 27) N. 59‑40‑44 W. 69.47 feet to a point and 28) N. 20‑02‑08 W. 261.69 feet to a point; thence leaving Rocky River and entering Mecklenburg County with the line of Davis, S. 78‑01‑45 W. 1,288.86 feet to an existing iron pin on the east side of Shearer Road; thence with the right of way of Shearer Road the following two lines: 1) N. 04‑55‑47 E. 15.68 feet to an existing iron pin; and 2) N. 04‑56‑41 E. 31.39 feet to a set iron pin a corner of Hubert M. Howard, now or formerly (Book 4567, page 166 Mecklenburg County Registry); thence with the line of Howard, N. 78‑02‑01 E. 1287.33 feet to a point in Rocky River on the County line, (passing an existing 1" iron pin at 1235.17 feet); thence continuing with the line of Howard and entering into Cabarrus County, N. 03‑10‑44 E. 161.14 feet (passing a set iron pin at 61.14 feet) to an existing 1" iron pipe, a corner of Sadie Graeber Barbee (Book 715, page 174); thence the following three lines with Barbee: 1) S. 64‑51‑03 E. 1,182.56 feet to an existing #4 rebar in stone pile; 2) N. 40‑50‑58 E. 2,007.16 feet to an existing iron pin; and 3) N. 27‑40‑35 W. 515.79 feet to an existing 2" pipe in the line of Pricilla H. Melchor, now or formerly (Book 2039, page 334); thence with the line of Melchor, N. 89‑53‑58 E. 738.13 feet to an existing 2" pipe in the line of Elizabeth B. Mabry, now or formerly (Book 303, page 60); thence the following two lines with Mabry: 1) S. 20‑33‑02 E. 430.36 feet to an existing iron pin; and 2) N. 87‑47‑29 E. 270.03 feet to a set iron pin a corner of Polaris Properties, LLC, now or formerly (Book 1729, page 17); thence the following three lines with Polaris: 1) S. 01‑24‑52 E. 177.66 feet to a set iron pin at a found nail; 2) S. 53‑53‑31 W. 87.84 feet to a set iron pin at a found nail; and 3) S. 01‑24‑52 E. 176.63 feet to a set iron pin in the line of Brett L. Fowler, now or formerly (Book 2631, page 108); thence with the line of Fowler the following six (6) lines: 1) S. 89‑29‑18 W. 94.09 feet to an existing iron pin; 2) S. 46‑52‑00 E. 123.80 feet to an existing iron pin; 3) S. 09‑18‑57 E. 48.00 feet to an existing iron pin; 4) S. 13‑49‑04 W. 155.55 feet to an existing iron pin; 5) S. 28‑04‑41 W. 195.49 feet to an existing iron pin; and 6) S. 08‑29‑26 E. 467.21 feet to a set iron pin in the line of Brett L. Fowler, now or formerly (Book 1621, page 251); thence with the line of Fowler the following three lines: 1) S. 79‑17‑23 W. 200.00 feet to a set iron pin at an existing axle; 2) S. 23‑59‑21 E. 657.91 feet to an existing 5/8" iron rod; and 3) N. 78‑59‑50 E. 319.12 feet to an existing 1" iron rod, a corner of James E. Davidson, III, now or formerly (Book 1836, page 156); thence with the line Davidson and John A. Davidson (Book 443, page 712) S. 00‑13‑04 E. 466.37 feet to an existing iron pin in the line of John L. Guthrie, now or formerly (Book 503, page 134); thence the following five (5) lines with Guthrie: 1) N. 77‑01‑52 W. 30.75 feet to an existing iron pin; 2) S. 00‑13‑08 E. 240.71 feet to an existing 1/2" iron rod; 3) S. 76‑21‑00 E. 597.71 feet to an existing iron pin (passing an existing 1/2" iron rod at 470.52 feet); 4) N. 36‑22‑40 E. 32.36 feet to an existing iron pin; and 5) S. 76‑23‑17 E. 41.02 feet to an existing 1/2" iron rod, a corner of Frank R. Freeze, now or formerly (Book 384, page 811 and Book 396, page 325); thence with the line of Freeze and Hudson as noted above; S. 76‑23‑17 E. 617.98 feet to the point of BEGINNING, containing 258.106 acres more or less, as platted and surveyed by Marion L. Sandlin, Jr., PLS December 22, 1999.
SECTION 1.1.  Nothing in this act shall in any way alter or amend any existing contracts executed by Cabarrus County regarding the property described in Section 1 of this act.
SECTION 2.  This act is effective when it becomes law.