SWA000100_Property Deed_20210415

BOOK 35C4 rage bl3
2021005176 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)
,Vo 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: 5897-75-1932, 5897-74-3860 and 5897-85-0917
Excise Tax: $9,000.00
STATE OF NORTH CAROLINA 1
SPECIAL WARRANTY DEED
COUNTY OF FORSYTH
THIS SPECIAL WARRANTY DEED, effective February 1, 2021, by and between
�
ELDRIDGE C. HANES an mmWY � sy d JANE G. RANES, whose mailing address is
�,,7'01 i , ...� i o`[lectively, "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"):
Seer. Exhibit A attached hereto and incorporated by reference herein.
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submitted electronically by "Craige Jenkins 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.

Book 3584 Page 614
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]
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Book 3584 Page 615
IN WITNESS WHEREOF, GRANTOR has executed this instrument as of the day and
year first above written.
ELDI�.[I� :lE C HANES
JANE G. HANES
STATE OF NORTH CAROLINA )
COUNTY OF
I certify that the following person personally appeared before me this day, acknowledging
a
to me that the following signed the foregoing document: Eldt'idgtn s and bane r• Hanes.
Dater' . 2021
4tofficial ofgN�ata i )
s' nature
Notary Public
(Notary's printed or typed name)
(Official Seal) My commission expires: V4
OFFICIAL SEAL
± * r Nota f Puh:ic North Carolina
.,O..,V O� DAVIE
JOANN VFF EU N
,MCommission Ex irP
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Book 3584 Page 616
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 5897-6.6-4564 (Deed
Book 1559, Page 1124) and PIN 5897-66-8689 (Deed Book 1517, Page 1609) 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'I1" 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 05°36'17" 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; thence 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 5/8" 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 948.38
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"
4
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Book 3584 Page 617
West 133.68 feet to a 518" 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 04°33'49" 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 44°37'53" 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 1189.98 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 flat iron, the northeastern corner of Salem West Section Four (Plat Book 31, 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 feet 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
A" 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 1" iron at 100.02 feet
and an existing 1" iron at 99.36 feet and an existing 5/8" 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 89°42'26" 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 following
five (5) courses and distances: 1) South 00017'08" West 380.31 feet to an existing 1 1/4" iron;
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Book 3584 Page 618
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 518" 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 comer 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.
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