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HomeMy WebLinkAboutSW4220201_Property Deed_202209262021005176 00223 FORSYTH CO. NC FEE $26-00 STATE OF NC REAL ESTATE EXTX $9000.00 PRESENTED & RECORDED 02/01/2021 03:40:38 PM LYNNE JOHNSON REGISTER OF DEEDS BY: OLIVIA DOYLE ASST BK: RE 3584 PG: 613 - 618 Prepared by: Scott A. Schaaf (Womble Bond Dickinson (US) LLP) No title search performed by the preparer of this deed Return to: Philip E. Searcy, Craige, Jenkins, Liipfert & Walker LLP 110 Oakwood Drive, Suite 300, Winston-Salem, NC 27103-1958 The property conveyed includes the personal residence of the Grantor.. Tax IDs:5897-75-1832,5897-74-3860 andS897-85-0917 Excise Tax: $9,000.00 STATE OF NORTH CAROLINA ) SPECIAL WARRANTY DEED COUNTY OF FORSYTH ) THIS SPECIAL WARRANTY DEED, effective February 1, 2021, by and between ELDRIDGE C. HANES and JANE G. HANES, whose mailing address is r �co`llectively, "Grantor"), to CLAYTON PROPERTIES GROUP, INC., a Tennessee corporation, whose mailing address is 5000 Clayton Road, Maryville, TN 27804 ("Grantee"). The designation Grantor and Grantee, as used herein, shall include said parties, their heirs, successors, and assigns, and shall include singular, plural, masculine, feminine or neuter, as required by context. WITNESSETH: That the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, does hereby grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in Forsyth County, North Carolina and more particularly described as follows (the "Property"): See Exhibit A attached hereto and incorporated by reference herein. WBD (US) 51168178vl submitted electronically by "craige ]enkins Liipfert & walker LLP" in compliance with North Carolina statutes governing recordable documents and the terms of the submitter agreement with the Forsyth county Register of Deeds. TO HAVE AND TO HOLD the Property and all privileges and appurtenances thereto belonging to the Grantee, their successors and assigns in fee simple forever. AND THE GRANTOR covenants with the Grantee, that Grantor is seized of the Property in fee simple, has the right to convey the same in fee simple, that title is marketable and free and clear of all encumbrances, and Grantor will warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor. Title to the property hereinabove described is subject to the following exceptions: (i) ad valorem real property taxes not yet due and payable; (ii) applicable zoning ordinances; (iii) rights -of -way of existing public roads and streets; (iv) recorded general service line and utility easements; and (v) such other easements, conditions, restrictions and encumbrances of record. [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] 2 WBD (US) 51168178v1 IN WITNESS WHEREOF, GRANTOR has executed this instrument as of the day and year first above written. *ELDD E C. HANES C-L U& JANE G. HANES STATE OF NORTH CAROLINA COUNTY OF rp S ffl ) I certify that the following person personally appeared before me this day, acknowledging to me that the following signed the foregoing document: Eldridge C, Hanes and Jane Cr. Hanes. :- Date: (�oZ .: �/ , 2021 official Ognatw-e of of ) d& Notary Public (Notary's printed or typed name) (Official Seal) My commission expires; 0d� OFFICIAL SEAL .Notary Puh:ic, North Carolina r -O,;N T V O�: DAVIE JO A.NN VER ELIL N My Commission Expires WBD (US) 51168178v1 EXHIBIT A Legal Description Forsyth County TRACT 1 BEGINNING at an existing axle in the northern line of the herein described tract: having North Carolina NAD83(2011) Grid Coordinates of North 876,383.27; East 1,595,666.65 and being the southwest corner of PIN 5897-56-9650 (Deed Book 3469, Page 799); thence with the northern line of the herein described tract and the southern line of said PIN 5897-56-9650 and the southern lines of PIN 5897-66-3537 (Deed Book 3443, Page 2680), PIN 5897-66-4564 (Deed Book 1559, Page 1124) and PIN 5897-66-8689 (Deed Book 1517, Page 1608) South 87°21'59" East crossing an existing 1" iron at 751.17 feet and an existing 1" iron at 100.07 feet and continuing 122.32 feet for a total distance of 973.56 feet to an existing 1" iron; thence continuing with the southern line of said PIN 5897-66-8689 and the southern lines of PIN 5897-76-6327 (Deed Book 522, Page 131) South 88'46'11" East crossing an existing 1" iron at 39.77 feet and an existing 1 1/4" iron at 70.70 feet and continuing 798.43 feet for a total distance of 908.90 feet to an existing 1 1/4" iron; thence continuing with the southern and eastern lines of said PIN 5897-76-6327 and the eastern lines PIN 5897-76-5534 (Deed Book 3483, Page 514) and PIN 5897-76-6702 (Deed Book 1696, Page 4314) the following five (5) courses and. distances: 1) South 69°14'12" East 173.16 feet to an existing 1" iron; thence 2) South 63°27'54" East 7.14 feet to an existing 1" iron; thence: 3) North 22°18'13" East 65.99 feet to an existing metal stob; thence 4) South 88°29'19" East 25.50 feet to an existing 2" iron; thence 5) North 05036'17" East 352.67 feet to a 5/8" rebar placed; thence with the southern line of PIN 5897-76-9732 (Deed Book 2996, Page 1300) South 88°38'09" East 237.00 feet to an existing 3/4" solid iron; thence with the southern line of PIN 5897-86-1842 (Deed Book 2656, Page 4405) South 88°27'35" East 199.91 feet to an existing 1" iron; thence with the southern line of PIN 5897-86-3841 (Deed Book 3529, Page 3023) South 88°25'11" East 200.51 feet to an existing flat iron; tllence with the southern and eastern lines of PIN 5897-86-5860 (Deed Book 3406, Page 736) the following two (2) courses and distances: 1) South 88°05'52" East 237.53 feet to an existing 1" iron; thence 2) North 01°31'24" East 59.41 feet to an existing flat iron; thence with the southern lines of PIN 5897-86-7853 (Deed Book 3313, Page 966), PIN 5897-86-8892 (Deed Book 1371, Page 381), PIN 5897-96-0821 (Deed Book 2324, Page 1955) and PIN 5897-96-2748 (Deed Book 3241, Page 2604) South 89°16'08" East crossing an existing 1 1/2" iron at 137.00 feet and an existing 1 1/2" iron at 137.04 feet and an existing 2" iron at 139.22 feet and continuing 272.79 feet for a total distance of 686.05 feet to an existing 2 1/4" iron in the western right-of-way of Spicewood Drive; thence with said right-of-way the following eight (8) courses and distances: 1) South 02°19'55" West 218.00 feet to a 518" rebar placed; thence 2) South 00°02'14" East 214.87 feet to a 5/8" rebar placed; thence 3) South 00°29'43" East 173.41 feet to a 5/8" rebar placed; thence 4) South 02°06'53" West 171.92 feet to a 5/8" rebar placed; thence 5) South 02°40'31" West crossing a 5/8" rebar placed at 823.38 feet and continuing 25.00 feet for a total distance of 848.38 feet to a point in a creek; thence 6) South 04°41'08" West 91.89 feet to a 5/8" rebar placed; thence 7) South 06°55'06" West 130.19 feet to a 5/8" rebar placed; thence 8) South 13°09'13" WBD (US) 51168178v1 4 West 133.68 feet to a 5/8" rebar placed in the northern line of PIN 5897-94-1625 (Deed Book 2859, Page 1631 ); thence with the northern line of said PIN 5897-94-1625 and the northern line of PIN 5897-84-6395 (Deed Book 1800, Page 2901) the following two (2) courses and distances; 1) North 72°04'54" West 173.07 feet to an existing 1" crimped top iron; thence 2) South 71°15'48" West 244.46 feet to an existing stone; thence continuing with the northern and western lines of said PIN 5897-84-6395 the following two (2) courses and distances: 1) North 89°37'29" West 370.78 feet to an existing stone; thence 2) South 0493'49" East 581.27 feet to an existing 3/4" bent iron in the northern line of PIN 5897-83-3976 (Deed Book 1788, Page 2939); thence with the northern line of said PIN 5897-83-3976 South 89° 14' 14" West 253.09 feet to an existing stone; thence with the northern lines of PIN 5897-83-1968 (Deed Book 2405, Page 1374), PIN 5897-73-9918 (Deed Book 2134, Page 1604) and PIN 5897-73-6969 (Deed Book 2134, Page 1611) South 89'49'15" West crossing an existing 3/4" iron at 494.72 feet and continuing 197.10 feet for a total distance of 691.82 feet to an existing 1 1 /4" bent iron; thence with the eastern lines of PIN 5897-74-2331 (Deed Book 3217, Page 3957) and PIN 5897-64-8573 (Deed Book 3331, Page 1746) North 44137'53" West crossing an existing 1" iron at 199.47 feet and an existing 1" iron at 336.09 feet and continuing 654.42 feet for a total distance of 1 l 89.98 feet to an existing 1 1/2" iron; thence with the western line of said PIN 5897-64-8573 South 24°45'00" West crossing an existing 3/4" iron at 228.90 feet and continuing 160.27 feet for a total distance of 389.20 feet to an existing nat iron, the northeastern corner of Salem West Section Four (Plat Book 3.1, Page 65); thence with the northern Line of said Salem West Section Four North 60°08'43" West crossing an existing 1/2" iron at 121.75 (eet and an existing 1" iron at 99.92 feet and an existing 5/8" iron at 99.82 feet and continuing:99.99 feet for a total distance of 421.48 feet to an existing 5/8" rebar, the northeastern corner of Salem West Section Three (Plat Book 29, Page 143); thence with the northern and eastern lines of said Salem West Section Three the following two (2) courses and distances: 1) North 60°23'06" West crossing an existing 5/8" rebar at 99.70 feet and an existing 1" iron at 100.02 feet and an existing 5/8" rebar at 99.69 feet and an existing 5/8" rebar at 100.08 feet and an existing 5/8" rebar at 99.78 feet and an existing I" iron at 100.02 feet and an existing 1" iron at 99.36 feet and an existing 518" rebar at 60.61 feet and continuing 140.84 feet for a total distance of 900.10 feet an existing 5/8" rebar; thence 2) North 05°55'28." West 712,65 feet to an existing 1 .1/4" iron in the eastern line of PIN 5897-55-1951 (Deed Book 2194, Page 2896); thence with the eastern line of said PIN 5897-55-1951 North 04°45'19" East 355.17 feet to an existing flat iron; thence with the eastern line of PIN 5897-56-2514 (Deed Book 1841, Page 2707) North 04°32'44" East 66.17 feet to an existing 3/4" solid iron; thence with the southern line of PIN 5897-56-4680 (Deed Book 2058, Page 717) South 89042'26" East 261.55 feet to the Beginning and containing 168.6895 acres more or less. TRACT 2 BEGINNING at an existing 1 3/4" iron, the northeastern corner of the herein described tract and the northwestern corner of PIN 6807-04-3932 (Deed Book 1954, Page 1903, Deed Book 1191, Page 1394 and Deed Book 807, Page 358) and having North Carolina NAD83(2011) Grid Coordinates of North 875,894.89; East 1,600,044.66; thence with the western and northern lines of said PIN 6807- 04-3932 and PIN 5897-95-4079 (Deed Book 1960, Page 3309) the fallowing five (5) courses and distances: 1) South 009708" West 380.31 feet to an existing 1 1/4" iron; 5 WBD (US) 51168178v1 thence 2) South 87°02'30" East 593.53 feet to an existing 2" iron; thence 3) South 00°21'26" East 184.27 feet to an existing 2" iron; thence 4) South 01°10'21" West 203.12 feet to a nail set in a wooded bridge; thence 5) North 87°00'01" West 1258.81 feet to a 5/8" rebar placed in the eastern right-of-way of Spicewood Drive; thence with said eastern right-of-way North 02°37'22" East 750.99 feet to an existing 1 3/4" bent iron, the southeastern corner of PIN 5897-95-7996 (Deed Book 2678, Page 906); thence with the southern line of said PIN 5897-95-7996 South 88°23'41" East 635.17 feet to the Beginning and containing 16.6134 acres more or less. This property was conveyed to Grantor by virtue of deeds recorded in Book 2331, Page 1757, Book 1758, Page 1234 and Book 1883, Page 2711, Forsyth County Registry. 6 WBD (US) 51168178v1