Bill Text: NC S1389 | 2010 | Regular Session | Amended

NOTE: There are more recent revisions of this legislation. Read Latest Draft
Bill Title: Graham Deannexation

Spectrum: Partisan Bill (Democrat 1-0)

Status: (Passed) 2010-06-30 - Ch. SL 2010-27 [S1389 Detail]

Download: North_Carolina-2010-S1389-Amended.html

GENERAL ASSEMBLY OF NORTH CAROLINA

SESSION 2009

S                                                                                                                                                    2

SENATE BILL 1389*

Finance Committee Substitute Adopted 6/16/10

 

Short Title:        Graham Deannexation.

(Local)

Sponsors:

 

Referred to:

 

May 26, 2010

A BILL TO BE ENTITLED

AN ACT to remove certain described property from the corporate limits of the city of graham.

The General Assembly of North Carolina enacts:

SECTION 1.  The following described property is removed from the corporate limits of the City of Graham:

AREA #1.

Beginning at a point in the center of Jim Minor Road S.R. # 2135, said point also being the Southwestern most corner of Micheal and Carolyn White Trustee as recorded in Deed Book 1035 page 0627, thence with the center of Jim Minor Road S.R. # 2135 North 72 degrees 18 minutes 50 seconds West distance being 185.39 feet to a point, thence North 68 degrees 14 minutes 46 seconds West distance being 409.29 feet to a point in the Southeastern most corner of John A. and wife Darleen J. Church as recorded in Deed Book 1314 page 0633, thence with the Eastern line of said John A., and wife Darleen J. Church as recorded in Deed Book 1314 page 0633 North 22 degrees. 03 minutes. 52 seconds. East distance being 280.21 feet to a point, thence North 09 degrees. 43 minutes. 57 seconds. East distance being 206.98 feet to a point, thence North 81 degrees. 19 minutes. 26 seconds. West distance being 341.40 feet to a point, thence South 08 degrees. 19 minutes. 20 seconds. West distance being 414.51 feet to a point in the center of Jim Minor Road SR# 2135, thence with the centerline of Jim Minor Road SR 2135 North 66 degrees. 48 minutes. 50 seconds. West distance being 247.45 feet to a point, thence North 74 degrees. 31 minutes. 12 seconds. West distance being 138.49 feet to a point, thence North 85 degrees. 00 minutes. 47 seconds. West distance being 142.54 feet to a point, thence South 85 degrees. 22 minutes. 32 seconds. West distance being 153.88 feet to a point, thence South 81 degrees. 25 minutes. 01 second West distance being 694.17 feet to a point, said point being the Southeastern most corner of Ralph H. Scott III and wife Heide W. Scott as recorded in Deed Book 0669 page 0778, thence with the Eastern line of said Ralph H. Scott III and wife Heide W. Scott as recorded in Deed Book 0669 page 0778 North 31 degrees. 45 minutes. 59 seconds. West distance being 924.92 feet to a point, thence with the Northern line of Ralph H. Scott III and wife Heide W. Scott as recorded in Deed Book 0669 page 0778 South 63 degrees. 01 minute. 41 seconds. West distance being 747.98 feet to a point, said point being on the Eastern line Jack A. Shrader and Reva A. as recorded in Deed Book 0719 page 0086, thence North 11 degrees. 03 minutes. 52 seconds. West distance being 311.99 feet to a point, thence North 24 degrees. 35 minutes. 17 seconds. West distance being 205.78 feet to a point, said point being the Northern most corner of D.T. Wiggins as recorded in Deed Book 0227 page 0488, said point also being in the Southern line of Newton W. Scott III and wife Sandra Y. Scott as recorded in Deed Book 0558 page 0506, thence with the Southern line of said Newton W. Scott III and wife Sandra Y. Scott North 69 degrees. 24 minutes. 02 seconds. East distance being 366.29 feet to a point, said point being the Southwestern most corner of Christen S. Wood A/H James Craig Wood as recorded in Deed Book 1791 page 0749, Thence North 70 degrees. 24 minutes. 48 seconds. East distance being 422.84 feet to a point, Thence North 44 degrees 02 minutes. 23 seconds. East distance being 297.95 feet to a point, Thence North 15 degrees. 14 minutes. 32 seconds. East distance being 271.49 feet to a point, Thence North 15 degrees. 16 minutes. 05 seconds. East distance being 169.94 feet to a point, said point being in the Southern line of Mary Scott Cagle as recorded in Deed Book 0870, page 0633, thence North 84 degrees. 38 minutes. 41 seconds. East distance being 298.55 feet to a point, said point being the Southwestern most corner of Robert W. Scott as recorded in Deed Book 0323 page 0513, thence North 87 degrees. 24 minutes. 11 seconds. East distance being 703.72 feet to a point, thence North 66 degrees. 25 minutes. 05 seconds. East distance being 1,222.41 feet to a point, said point being in the Southern line of Mary Scott Lowdermilk Trustee as recorded in Deed Book 0903 page 0679, Thence with the Southern line of said Mary Scott Lowdermilk Trustee as recorded in Deed Book 903 page 679 South 46 degrees. 59 minutes. 27 seconds. East distance being 67.10 feet to a point, thence North 68 degrees. 40 minutes. 28 seconds. East distance being 194.20 feet to a point, thence North 75 degrees. 31 minutes. 28 seconds. East distance being 170.00 feet to a point, thence South 83 degrees. 06 minutes. 32 seconds. East distance being 212.20 feet to a point, thence South 44 degrees. 49 minutes. 32 seconds. East distance being 225.40 feet to a point, thence North 76 degrees. 22 minutes. 28 seconds. East distance being 134.18 feet to a point, thence South 53 degrees. 09 minutes. 38 seconds. East distance being 1011.64 feet to a point, said point also being The Northern most corner of Edward K. And Iva G. Freshwater as recorded in Deed Book 904 page 218, thence with the Western line of said Edward K. And Iva G. Freshwater as recorded in Deed Book 0904 page 0218 South 69 degrees. 59 minutes. 20 seconds w distance being 481.04 feet to a point, thence South 01 degree. 30 minutes. 24 seconds. East distance being 960.39 feet to a point said point also being the Northeastern most corner of Micheal and Carolyn White Trustee as recorded in Deed Book 1035 page 627, thence with the Northern line of said Micheal and Carolyn white Trustee as recorded in Deed Book 1035 page 627 South 89 degrees. 01 minute, 23 seconds. West distance being 905.38 feet to a point, thence South 06 degrees. 21 minutes. 32 seconds. West distance being 916.34 feet to the point and place of beginning, and containing 167.92 acres, more or less. Ralph and Heide Scott legal description.

AREA #2.

Beginning at an existing iron pipe, said pipe being a point on the Northern property line of R. H. Scott, Jr. As described in Deed Book 676 Page 931 in the Alamance County Register of Deeds, thence departing said point North 25 degrees 27 minutes 44 seconds West a distance of 232.51 feet to an existing iron pipe, said pipe being a point on the Eastern property line of R.J. Brown and D.W. Brown as described in Deed Book 1286 page 268 in the Alamance County Register of Deeds thence departing North 25 degrees 31 minutes 07 seconds West a distance of 253.64 feet to an existing iron pipe, said pipe being a point on the Northern property line of C.M. Brown and P.M. Bunting as described in Deed Book 1536 page 259 as described in the Alamance County Register of Deeds thence North 25 degrees 31 minutes 07 seconds West a distance of 143.59 feet to an existing iron pipe, said pipe being on the Southern property line of Jack A. And Reva A. Schrader as described in Deed Book 719 page 86 in the Alamance County Register of Deeds thence departing said iron the following two courses: 1.) North 25 degrees 31 minutes 07 seconds West a distance of 39.72 feet 2.) North 63 degrees 00 minutes 49 seconds  East a distance of 38.01 feet To an existing iron pipe, said pipe being on the property line of Scott Associates as described in Deed Book 1044 page 467 as described in the Alamance County Register of Deeds thence along said Scott Associates property line the following two courses: 1.) North 63 degrees 01 minute 41 seconds East a distance of 747.98 feet 2.) South 31 degrees 45 minutes 59 seconds East a distance of 245.74 feet To an existing iron pipe, said pipe being on the property line of Ralph H. Scott III and wife Heide W. Scott as described in Book 669 page 778 in The Alamance County Register of Deeds, thence departing said pipe along Ralph H. Scott III Western line the following eight courses: 1.) South 43 degrees 20 minutes 50 seconds West a distance of 49.44 feet 2.) South 73 degrees 46 minutes 51 seconds West a distance of 160.79 feet 3.) South 55 degrees 06 minutes 31 seconds West a distance of 122.92 feet 4.) South 37 degrees 54 minutes 31 seconds West a distance of 111.18 feet 5.) South 28 degrees 26 minutes 46 seconds West a distance of 184.05 feet 6.) South 15 degrees 36 minutes 45 seconds West a distance of 118.11 feet 7.) South 08 degrees 01 minute 21 seconds West a distance of 154.27 feet 8.) South 27 degrees 04 minutes 20 seconds West a distance of 94.98 feet To the point of being having 6.55 acres more or less. C.M. Brown and P.M. Bunting Legal Description.

AREA #3.

Beginning at an existing iron pipe, said pipe being on the Eastern right of way of Jimmy Kerr Road, said pipe also being a point on the Southern property line of J.D. Payne as recorded in Deed Book 1855 Page 497 found in the Alamance County Register of Deeds thence following said Southern property line North 66 degrees 50 minutes 35 seconds West a distance of 235.57 feet to an existing iron pipe thence North 25 degrees 31 minutes 07 seconds West a distance of 143.59 feet to an existing iron pipe, said pipe being on the Southern property line of Jack A. And Reva A. Schrader as described in Deed Book 719 page 86 found in the Alamance County Register of Deeds thence departing said pipe along said Schrader Southern property line South 65 degrees 15 minutes 22 seconds West a distance of 238.10 feet to an existing Iron pipe, said pipe being on said Schrader Southern property line, said point also being on the Eastern right of way of Jimmy Kerr Road thence continuing along said Eastern property line South 26 degree 38 minutes 49 seconds East a distance of 137.13 feet to the point of beginning containing 0.76 acres more or less.

SECTION 2.  This act has no effect upon the validity of any liens of the City of Graham for ad valorem taxes or special assessments outstanding before the effective date of this act. Such liens may be collected or foreclosed upon after the effective date of this act as though the property was still within the corporate limits of the City of Graham.

SECTION 3.  This act becomes effective June 30, 2010.

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