GENERAL ASSEMBLY OF NORTH CAROLINA

SESSION 1991

S	1 

SENATE BILL 219

Short Title:  Davidson Annexation.	(Local)
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Sponsors: Senator Odom.
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Referred to:  Local Government and Regional Affairs.
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March 11, 1991

A BILL TO BE ENTITLED
AN ACT TO EXTEND THE CORPORATE LIMITS OF THE TOWN OF DAVIDSON.
The General Assembly of North Carolina enacts:
Section 1.  The corporate limits of the Town of Davidson are extended to include the following described property:
PARCEL ONE:  Right of Way of Portion of Davidson-Concord Road
Being the 60-foot right of way of a portion of Davidson-Concord Road, the centerline of which begins along the eastern town limits of the Town of Davidson and runs in a southeasterly direction approximately 9,077 feet to the intersection of the southerly margin of the right of way of Parting Oaks Lane, as shown on a plat recorded in Map Book 23 at Page 277 in the Mecklenburg County Public Registry.
PARCEL TWO:  914.3 Acre River Run Community
Lying and being in Deweese Township, Mecklenburg County, North Carolina and being more particularly described as follows:
Beginning at a point at or near the centerline of the right of way of East Rocky River Road (S.R. #2420), said point being S. 60-10-13 W. 199.78 feet from the intersection of the centerline of East Rocky River Road and the centerline of Shearer Road (S.R. #2418) and runs thence with the line of H.L. Bostian (Book 1148, Page 315) S. 16-02-38 E. 1337.07 feet to a tree; thence with the line of J.A. Bostian (Book 4731, Page 741) S. 87-22-22 E. 322.92 feet to a set iron pin; thence S. 26-55-48 E. 357.91 feet to an iron pin; thence N. 80-30-24 E. 196.09 feet to an iron pin in the centerline of Shearer Road; thence with the centerline of Shearer Road the following nine (9) courses and distances: (1.) S. 24-48-01 E. 9.83 feet; (2) S. 29-02-37 E. 54.74 feet; (3.) S. 38-27-17 E. 66.43 feet; (4.) S. 47-42-56 E. 65.29 feet; (5.) S. 49-09-28 E. 92.68 feet; (6.) S. 44-15-55 E. 50.47 feet; (7.) S. 38-11-23 E. 52.62 feet; (8.) S. 30-30-31 E. 88.69 feet; (9.) S. 26-03-42 E. 223.52 feet; thence with the line of J.K. Caldwell (Book 4187, Page 239) S. 52-55-10 W. 585.16 feet to an existing iron pin; thence with the lines of J.K Caldwell (now or formerly) and D.C. Thompson (Book 4917, Page 940) S. 55-30-06 E. 297.35 feet to an iron pin; thence with the line of A.J. Carpenter (Book 4982, Page 700) S. 55-30-06 E. 605.43 feet to an existing iron pin; thence with the line of B.G. Wolfe (Book 4125, Page 709) S. 43-38-59 W. 556.74 feet to an existing iron pin; thence S. 00-35-42 W.  228.37 feet to a nail; thence N. 75-25-58 E. 525.33 feet to a point in the westerly margin of the right of way of Shearer Road (SR #2418); thence with said margin of Shearer Road S. 05-15-56 W. 620.0 feet to an iron pin; thence N. 79-21-03 E. 62.69 feet to an existing iron rod in the easterly margin of the right of way of Shearer Road (S.R. #2418); said iron rod being a common corner of Vaughn M. Howard (Book 5140, Page 618) and H.M. Howard (Book 2135, Page 134); thence with the line of H.M. Howard the following three (3) courses and distances: (1.) with the eastern margin of the right of way of Shearer Road (S.R. #2418) S. 07-11-49 W. 357.37 feet to a new iron rod; (2.) S. 64-28-52 E. 1988.29 feet to a new iron rod; (3.) S. 64-28-52 E. 50.00 feet to a point in the Rocky River (the Mecklenburg/Cabarrus County line); thence with the line of Jeanne Allen Ezzell and Meredith M. Allen (Book 673, Page 128, Cabarrus County Public Registry and the Rocky River the following six (6) courses and distances: (1.) S. 03-40-46 E. 29.99 feet to a point; (2.) S. 14-42-18 E. 55.79 feet to a point; (3.) S. 05-00-24 W. 72.42 feet to a point; (4.) S. 06-07-43 E. 97.69 feet to a point; (5.) S. 13-28-32 E. 76.13 feet to a point; (6.) S. 25-03-49 E. 163.52 feet to a point in the West Prong Rocky River; thence with the West Prong Rocky River the following eight courses and distances: (1.) S. 77-37-32 W. 511.91 feet to a point; (2.) S. 82-09-32 W. 109.02 feet to a point; (3.) N. 89-53-24 W. 161.09 feet to a point; (4.) N. 78-54-59 W. 66.44 feet to a point; (5.) N. 70-12-58 W. 98.93 feet to a point; (6.) N. 65-58-15 W. 145.85 feet to a point; (7.) N. 59-31-55 W. 97.08 feet to a point; (8.) N. 61-06-36 W. 335.68 feet to a point; thence with the line of Washam (Book 4754, Page 47) S. 44-13-29 W. 369.25 feet to an existing iron pin; thence S. 32-21-13 W. 630.27 feet to an existing iron pin; thence S. 34-49-54 E. 170.84 feet to an existing iron pin; thence S. 63-08-15 E. 156.64 feet to an existing iron pin; thence S. 78-48-28 W. 131.98 feet to a rock; thence S. 15-37-31 E. 478.50 feet to a point located in the center of a spring; thence with the line of H.A. White (Book 941, Page 495) S. 80-01-01 W. 1148.68 feet to an existing iron pin by a stone; thence with the line of H.A. White (Book 351, Page 481) N. 04-55-54 W. 534.24 feet to a cedar; thence with the line of W.H. Terry (Book 4537, Page 512) N. 88-51-29 W. 716.19 feet to a set iron pin; thence with the lines of Herbert Grier (Book 4571, Page 475) and R.L. Washam (Book 1404, Page 342) N. 14-53-31 E., passing an existing iron pin at 380.94 feet, a total distance of 990.00 feet to a set iron pin; thence N. 81-36-29 W. 638.00 feet to a set iron pin; thence with the lines of R.L. Washam (Book 1590, Page 249) and R.H. Ballard (Book 1387, Page 118) N. 07-17-50 E., passing an existing iron pin at 1162.27 feet and passing a set iron pin at 2213.20 feet, a total distance of 2313.20 feet to a point in a creek; thence continuing with the line of Ballard (now or formerly) S. 60-03-32 W. 192.15 feet to a point in a creek; thence S. 58-36-22 W. 122.60 feet to a point in a creek; thence N. 73-45-04 W. 108.63 feet to a point in a creek; thence N. 78-38-10 W. 142.82 feet to a set iron pin; thence S. 15-02-07 W. 49.50 feet to a set iron pin; thence N. 72-57-53 W. 66.00 feet to a set iron pin;  thence N. 57-57-53 W. 52.80 feet to a set iron pin; thence N. 33-02-50 W. 336.60 feet to a set iron pin; thence N. 49-05-35 W. 471.18 feet to a point; thence N. 36-47-02 W. 311.17 feet to a point; thence N. 00-38-13 W. 404.04 feet to a point; thence S. 76-06-45 W. 602.25 feet to a point; thence S. 37-13-45 W. 473.51 feet to a set iron pin; thence S. 48-58-45 W. 254.97 feet to a set iron pin; thence S. 59-37-03 W. 1303.50 feet to a point; thence S. 01-08-23 W. 930.94 feet to a stone; thence with the line of J.I. and M.K. Washam (Book 1390, Page 222) S. 19-13-46 W. 455.19 feet to a set iron pin; thence N. 80-56-30 W. 1269.82 feet to a stone; thence with the line of J.C. and G.R. Mayes, Jr. heirs (Book 2047, Page 401) N. 54-29-11 W. 2370.87 feet to a set iron pin; thence S. 20-07-18 W. 264.00 feet to an existing railroad spike within the right of way of N.C. Highway 73; thence within the right of way of N.C. Highway 73 the following three (3) courses and distances: (1.) N. 45-46-25 W. 177.98 feet; (2.) N. 47-10-35 W. 194.43 feet; (3.) N. 48-19-28 W. 1073.19 feet to a point; thence N. 59-30-56 E., passing an existing iron pin at 868.31 feet, a total distance of 1230.80 feet to a set iron pin; thence with the line of H.D. Winecoff, Jr. (Book 3401, Page 71 and Book 3592, Page 201) N. 37-43-24 W. 1211.69 feet to a set iron pin; thence S. 47-22-01 W. 1149.08 feet to a point within the right of way of N.C. Highway 73; thence within the right of way of N.C. Highway 73 N. 14-54-27 W. 264.02 feet to a point; thence N. 36-26-22 E., passing an existing iron pin at 20.19 feet and passing an existing iron pin at 915.47 feet, a total distance of 1324.00 feet to a set iron pin; thence S. 82-30-45 E. 260.20 feet to an existing iron pin; thence with the line of C.F. Caldwell (Book 4203, Page 443) N. 27-52-56 E. 604.52 feet to an existing iron pin in a creek; thence N. 79-46-22 W. 171.37 feet to a set iron pin; thence N. 70-16-22 W. 517.59 feet to an existing iron pin; thence with the lines of M.W. White (Book 3876, Page 95) and R.J.W. Knox (Book 4069, Page 892) N. 77-08-14 W. 1047.07 feet to a point in the centerline of a creek; thence S. 68-27-33 W. 350.86 feet to a point within the right of way of N.C. Highway 73; thence within the right of way of N.C. Highway 73 N. 24-24-11 W. 542.72 feet to a point; thence with the line of C.G. Davidson (Book 953, Page 114) N. 79-37-48 E. 414.74 feet to a point; thence N. 02-52-12 W. 656.16 feet to a point; thence S. 83-21-22 W., passing a set iron pin in the easterly margin of the right of way of N.C. Highway 73 at 643.88 feet, a total distance of 675.38 feet to a point within the right of way of N.C. Highway 73; thence within the right of way of N.C. Highway 73 the following two (2) courses and distances: (1.) N. 24-24-11 W. 67.66 feet to a point; and (2.) along a curve to the right having a radius of 2828.83 feet an arc distance of 735.68 feet to a point; thence with the lines of J.A. Bradford (Book 1229, Page 63 and Book 1239, Page 124) and W.G. Potts (Book 3342, Page 407) S. 75-06-15 E. 3096.57 feet to a set iron pin; thence with the line of B.E. Nance (Will Book 28, Page 370) the following two (2) courses and distances: (1) S. 86-23-13 E. 473.34 feet to a set iron pin; and (2.) S. 58-40-48 E. 1000.00 feet to a set iron pin; thence with the line of C.E. Ross (Book 5132, Page 917) S. 31-19-12 W. 868.82 feet to an existing iron pin; thence with the line of C.E. Ross (now or formerly) and R.L. Schelm (Book 4263, Page 10) N. 84-48-42 E. 734.01 feet to an existing concrete monument; thence with the line of M.L. Edwardson (Book 4251, Page 544) S. 01-19-53 W. 725.37 feet to a point; thence with the line of E.E. Harris (Book 4503, Page 689) the following two (2) courses and distances: (1.) S. 31-13-06 E. 525.90 feet to a set iron pin; and (2.) S. 37-52-24 E. 507.80 feet to a point; thence with the line of D.D. Chinn (Book 5363, Page 94) the following three (3) courses and distances: (1.) S. 22-27-10 W. 325.00 feet to an existing iron pin (1”iron pin with tack); (2.) N. 85-25-49 E. 269.83 feet to an existing iron pin (2 1/2”iron pipe with hub & tack in top); and (3.) S. 61-23-34 E. 389.57 feet to an existing iron pin (3/4”solid iron with 1”pipe as witness); thence with the line of M.C. McInery (Book 5257, Page 852) the following two (2) courses and distances:  (1.) S. 61-17-21 E. 270.40 feet to an existing iron pin; and (2.) N. 52-55-37 E. 484.79 feet to an existing iron pin; thence with the line of A.F. Batts (Book 4891, Page 343) the following fifteen (15) courses and distances: (1.) N. 56-34-35 E. 238.96 feet to a point; (2.) N. 52-38-25 E. 120.87 feet to a point; (3.) N. 52-38-25 E. 58.33 feet to a point; (4.) N. 68-13-58 E. 18.67 feet to a point; (5.) N. 34-41-01 E. 31.33 feet to a point; (6.) N. 56-43-45 E. 78.06 feet to a point; (7.) N. 51-36-21 E. 50.36 feet to a point; (8.) N. 37-02-24 E. 12.81 feet to a point; (9.) N. 62-09-19 E. 10.37 feet to a point; (10.) N. 54-20-14 E. 50.07 feet to a point; (11) N. 51-46-37 E. 39.57 feet to a point; (12.) N. 50-21-08 E. 33.42 feet to a point; (13.) N. 71-58-01 E. 14.10 feet to a point; (14.) N. 53-03-37 E. 39.48 feet to a point; (15.) N. 15-54-02 E. 292.61 feet to a point; thence with the line of J.R. Felker (Book 5276, Page 787) S. 79-15-19 E. 767.27 feet to an existing iron pin (3/4”rebar in stone pile); thence with the line of W.D. Meeks (Book 4393, Page 837) N. 23-00-14 E. 286.87 feet to an iron pin; thence with the line of W.F. Osborne (Book 5392, Page 111) N. 67-01-22 W. 374.75 feet to an existing iron pin; thence with the line of K. Stell, Trustee (Book 4184, Page 329) N. 22-58-33 E. 859.94 feet to a nail within the right of way of East Rocky River Road (S.R. #2420); thence within the right of way of East Rocky River Road (S.R. #2420) the following two (2) courses and distances: (1.) S. 67-00-41 E. 185.54 feet to an existing nail and (2.) S. 67-01-22 E. 110.01 feet to an existing nail; thence with the line of A.M. Blount Estate (Book 2286, Page 314) the following three (3) courses and distances: (1.) S. 02-47-00 E. 296.10 feet to a point; (2.) S. 50-35-48 E. 189.71 feet to an existing iron pin; and (3.) N. 58-41-26 E. 396.94 feet to an existing nail within the right of way of East Rocky River Road (S.R. #2420); thence within the right of way of East Rocky River Road (S.R. #2420) the following thirty-one (31) courses and distances:
	(1.)  S. 68-32-01 E. 81.86 feet to a point;
(2.)  S. 72-42-55 E. 49.99 feet to a point;
(3.)  S. 74-57-25 E. 49.98 feet to a point;
(4.)  S. 77-40-56 E. 49.99 feet to a point;
(5.)  S. 80-59-53 E. 49.96 feet to a point;
(6.)  S. 84-19-11 E. 49.98 feet to a point;
(7.)  S. 87-43-27 E. 49.99 feet to a point;
(8.)  N. 89-26-40 E. 49.99 feet to a point;
(9.)  N. 86-57-56 E. 49.98 feet to a point;
(10.) N. 84-25-51 E. 49.98 feet to a point;
(11.) N. 80-57-51 E. 49.77 feet to a point;
(12.) N. 77-45-53 E. 50.10 feet to a point;
(13.) N. 76-08-08 E. 49.98 feet to a point;
(14.) N. 74-41-08 E. 39.64 feet to a point;
(15.) N. 74-41-08 E. 60.31 feet to an existing nail;
(16.) N. 73-44-10 E. 29.69 feet to an existing nail;
(17.) N. 73-44-10 E. 89.88 feet to a point;
(18.) N. 73-44-43 E. 29.97 feet to a point;
(19.) N. 72-28-26 E. 49.96 feet to a point;
(20.) N. 70-48-57 E. 10.05 feet to a point;
(21.) N. 70-48-10 E. 39.89 feet to a point;
(22.) N. 67-28-10 E. 49.96 feet to a point;
(23.) N. 63-29-57 E. 10.07 feet to a point;
(24.) N. 63-29-57 E. 39.91 feet to a point;
(25.) N. 61-46-16 E. 49.91 feet to a point;
(26.) N. 60-42-30 E. 10.10 feet to a point;
(27.) N. 60-47-27 E. 100.05 feet to a point;
(28.) N. 60-47-27 E. 39.61 feet to a point;
(29.) N. 60-11-55 E. 60.44 feet to a point;
(30.) N. 60-11-55 E. 100.05 feet to a point;
(31.) N. 60-11-55 E. 90.04 feet to the point and place of beginning and containing 914.3 acres, more or less, as shown on a survey prepared by Concord Engineering & Surveying, Inc. dated February 24, 1988, as revised, reference to which survey is hereby made for a more particular description.
Sec. 2.  This act becomes effective June 30, 1991.