SW4200901_DB 1552 PG 1553_20200914

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This Document eRecorded
Fee: $26.00
DOC# 581911
12/27/2018 02:06:20 PM
Tax: $1, 750.00
Rockingham County, North Carolina
Benjamin J. Curtis, Register of Deeds
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $1,750.00
Account No. Pin No. See Exhibit A
Mail to: Manning Fulton & Skinner P.A. P.O. Box 20389 Raleigh, North Carolina 27619
This instrument was prepared by: Alison R. Cayton of Manning, Fulton & Skinner, P.A.
Brief description for the Index: 5 Parcels — HWY 220
THIS DEED made as of this 21 " day of December, 2018, by and between
EDWARD AUSTIN FRIDDLE, JR. and wife,
LINDA MATTHEWS FRIDDLE;
LINDA FRIDDLE HILTON, unmarried;
KYLE STEVEN FRIDDLE and wife,
ANGELA SUE FRIDDLE;
CAROL NICHOLE FRIDDLE YAUN,
unmarried
301 Woodlyn Drive
Reidsville, NC 27320
GRANTEE
SOUTH ROCKINGHAM CORPORATE PARK,
LLC, a North Carolina limited liability company
201 North Elm Street, Suite 201
Greensboro, NC 27401
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 Grantor, for a valuable consideration paid by Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto Grantee in fee simple, all that
certain lot or parcel of land situated in Rockingham County, North Carolina and more particularly described as
follows (the "Property"):
See Exhibit A attached hereto and incorporated herein by reference.
3029991vI M-1.27869.1728538
submitted electronically by "Manning Fulton & skinner, P.A."
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the Rockingham county Register of Deeds.

BK 1552 PG 1553 - 1561 (9) DOC# 581911
The Property was acquired by Grantor by instrument recorded in Book 1463, page 1512, Rockingham County
Registry.
All or a portion of the Property herein conveyed _ includes or X does not include the primary residence of a
Grantor.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto
belonging to Grantee in fee simple.
And Grantor covenants with Grantee, that Grantor is seized of the premises 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 that Grantor will
warrant and defend the title against the lawful claims of all persons whomsoever, other than the following
exceptions:
This property is conveyed subject to covenants, restrictions and easements of record affecting said
Property, and to 2018 ad valorem taxes.
IN WITNESS WHEREOF, Grantor has duly executed the foregoing as of the day and year first above written.
Remainder of Page Intentionally Left Blank
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BK 1552 PG 1553 - 1561 (9) DOC# 581911
1'
Edward Austin Friddle, Jr.
V * Ile, W- e4:
Linda Matthews Friddle
STATE OF NORTH CAROLINA
COUNTY OF Go it e _
I certify that the following person personally appeared before me this day, acknowledging to me that he or
she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated:
Edward Austin Friddle Jr. and Linda Matthews Friddle. CSdd
µµ {�� Date: day of December, 2018.��►Y c nuNford Countyorth CarolinaOfficial Signature of Notary: on Fires2
Notary's Printed or Typed Name:I
My Commission Expires
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4'`�-
Carol Nichole Friddle Yaun
COUNTY OF
I certify that the following person personally appeared before me this day, acknowledging to me that he or
she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated:
Carol Nichole Friddle Yaun.
Date: &0 day of December, 2018.
��Official Signature of Notary:
Notary's Printed or Typed Name:
My Commission Expires: L
3029991 vl .JWF1.27869.T28538
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BK 1552 PG 1553 - 1561 (9) DOC# 581911
Linda Friddle Hilton
STATE OF NORTH CAROLINA
COUNTY OF GU d 2v
I certify that the following person personally appeared before me this day, acknowledging to me that he or
she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated:
Linda Fridddle Hilton.
•geft Johnson
Date: day of December,1
• • Cou
No
t)
Official Signature of Notary:
MECkaroll
Notary's Printed or Typed Name:
-7
My Commission Expires: C 1tq-Z6q,-_5
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z,
Kyk-'§teven Friddle
r
ngela e Friddle
STATE OF NORTH CAROLINA
COUNTY OF G Uf I. 1i-G
I certify that the following person personally appeared before me this day, acknowledging to me that he or
she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated:
Kyle Steven Friddle and Angela Sue Friddle.
Date: day of December, 2018.
Official Signature of Notary:
Notary's Printed or Typed Name:
My Commission Expires:���Z
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BK 1552 PG 1553 - 1561 (9) DOC# 581911
EXHIBIT A
Tract 1 — Out of PIN 79210259474600:
Beginning at a rebar/cap located at the southwest corner of the intersection of US highway 220 and highway
65, said point being located South 23 degrees 41 minutes 53 seconds East for a distance of 205.79 feet from
a rebar/cap located at the northwest intersection of US highway 220 and NC highway 65, being state project
numbers R-2413C - 6.499008T; Thence with US highway 220 the following bearing and distances; South
28 degrees 59 minutes 34 seconds East for a distance of 78.68 feet to a rebar/cap; Thence South 31 degrees
02 minutes 09 seconds East for a distance of 196.94 feet to a rebar/cap; Thence on a curve to the left having
a radius of 879.26 feet, South 40 degrees 05 minutes 45 seconds East for a chord distance of 140.66 feet to a
rebar/cap; Thence South 47 degrees 08 minutes 50 seconds East for a distance of 197.55 feet to a existing
iron rebar; Thence South 51 degrees 13 minutes 28 seconds East for a distance of 24.36 feet to a existing
iron rebar; Thence South 49 degrees 52 minutes 43 seconds East for a distance of 165.62 feet to a existing
iron rebar; Thence South 43 degrees 59 minutes 04 seconds East for a distance of 77.07 feet to a existing
iron rebar; Thence South 23 degrees 39 minutes 40 seconds East for a distance of 725.27 feet to a existing
iron pipe at the west right-of-way of US highway 220 and the north corner of Tommy L. Johnson and Shirley
B. Johnson; Thence South 02 degrees 25 minutes 26 seconds West for a distance of 534.77 feet to a existing
iron pipe being a corner with Tommy L. Johnson and Shirley B. Johnson; Thence North 88 degrees 29
minutes 46 seconds West for a distance of 635.33 feet, with Tommy L. Johnson and Shirley B. Johnson, a
30' exclusive easement, Michael Daniel Friddle and Donna Southard Friddle, Natalie Friddle Collins and
Jason Lee Collins to a existing iron pipe being a corner with James William Gunter, II; Thence North 03
degrees 18 minutes 09 seconds East for a distance of 240.15 feet to a existing iron pipe on the line of James
William Gunter, II; Thence North 03 degrees 18 minutes 09 seconds East for a distance of 137.14 feet to a
new iron rebar at the northeast corner of James William Gunter, II; Thence North 86 degrees 06 minutes 17
seconds West for a distance of 957.61 feet to a stone at the northwest corner of James William Gunter, II and
on the line of the Richard W. Friddle Estate (Tract 2); Thence North 02 degrees 05 minutes 59 seconds East
for a distance of 826.97 feet to a stone at the northeast corner of the Richard W. Friddle Estate (Tract 2) and
the southeast corner of Mickey M. Marshall and Jan B. Marshall; Thence North 04 degrees 02 minutes 51
seconds East for a distance of 220.24 feet to a spike at the northeast corner of Mickey M. Marshall and Jan
B. Marshall and at the right-of-way of NC highway 65; Thence with NC highway 65 the following bearing
and distances, North 01 degrees 22 minutes 19 seconds East for a distance of 50.67 feet to a spike; Thence
North 69 degrees 17 minutes 19 seconds East for a distance of 57.06 feet to a existing iron rebar; Thence
North 63 degrees 30 minutes 41 seconds East for a distance of 396.54 feet to a existing iron rebar; Thence
North 69 degrees 06 minutes 07 seconds East, crossing the center of intersection of Sandpiper Drive at
257.75 feet, for a total distance of 289.79 feet to the point of beginning. Together with and subject to
covenants, easements, and restrictions of record. Said property contains 43.635 acres more or less, and being
parcel 1 as shown on that survey entitled "Final Plat Richard W. Friddle Estate 1 & 2" dated December 2018
by Level Cross Surveying, William H. Durham, Professional Land Surveyor
Tract 2 — PIN 79210146148400:
Beginning at a magnetic nail in the center on NC highway 65 at the northeast corner of Charles W. Reid and
Betty M. Reid; Thence with the center of NC highway 65 the following bearing and distances, North 61
degrees 04 minutes 43 seconds East for a distance of 126.73 feet to a computed point; Thence on a curve to
the left having a radius of 8800.00 feet, North 59 degrees 36 minutes 05 seconds East for a chord distance of
453.73 feet to a computed point; Thence South 87 degrees 41 minutes 01 seconds East, crossing a new iron
rebar at a distance of 53.19 feet on the right-of-way of NC highway 65 and being a corner with Mickey M.
Marshall and Jan B. Marshall, for a total distance of 494.45 feet to a stone at the southeast corner of Mickey
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M. Marshall and Jan B. Marshall and on the line of the Richard W. Friddle Estate (Tract 1); Thence South 02
degrees 05 minutes 59 seconds West for a distance of 826.97 feet to a stone at the southwest corner of the
Richard W. Friddle Estate (Tract 1) and the northwest corner of James William Gunter, II; Thence South 02
degrees 21 minutes 15 seconds West for a distance of 488.24 feet to a iron pipe in creek and on the line of
James William Gunter, II; Thence with the center of creek the following bearing and distances, North 80
degrees 09 minutes 28 seconds West for a distance of 46.73 feet to a computed point; Thence South 15
degrees 06 minutes 51 seconds West for a distance of 39.61 feet to a computed point; Thence North 66
degrees 04 minutes 45 seconds West for a distance of 53.85 feet to a computed point; Thence North 27
degrees 22 minutes 35 seconds West for a distance of 60.11 feet to a computed point; Thence North 66
degrees 25 minutes 26 seconds West for a distance of 27.56 feet to a computed point; Thence North 07
degrees 31 minutes 24 seconds East for a distance of 29.95 feet to a computed point; Thence North 60
degrees 19 minutes 17 seconds West for a distance of 24.98 feet to a computed point; Thence North 02
degrees 40 minutes 20 seconds East for a distance of 41.03 feet to a computed point; Thence North 39
degrees 22 minutes 13 seconds West for a distance of 32.29 feet to a computed point; Thence North 19
degrees 29 minutes 21 seconds West for a distance of 49.05 feet to a computed point; Thence North 00
degrees 59 minutes 06 seconds West for a distance of 29.20 feet to a computed point; Thence North 13
degrees 09 minutes 06 seconds West for a distance of 114.02 feet to a computed point; Thence North 29
degrees 16 minutes 07 seconds West for a distance of 87.29 feet to a computed point; Thence North 67
degrees 13 minutes 15 seconds West for a distance of 81.53 feet to a computed point; Thence North 52
degrees 53 minutes 50 seconds West for a distance of 66.33 feet to a computed point; Thence North 50
degrees 49 minutes 13 seconds West for a distance of 75.32 feet to a computed point; Thence North 56
degrees 28 minutes 12 seconds West for a distance of 96.80 feet to a computed point; Thence North 36
degrees 33 minutes 49 seconds West for a distance of 67.91 feet to a computed point; Thence North 49
degrees 22 minutes 51 seconds West for a distance of 125.80 feet to a computed point; Thence North 37
degrees 56 minutes 45 seconds West for a distance of 72.72 feet to a computed point; Thence North 44
degrees 08 minutes 54 seconds West for a distance of 95.71 feet to a computed point; Thence North 61
degrees 52 minutes 43 seconds West for a distance of 56.00 feet to a computed point; Thence North 16
degrees 31 minutes 53 seconds West for a distance of 37.83 feet to a computed point; Thence North 57
degrees 30 minutes 39 seconds West for a distance of 42.04 feet to a computed point; Thence North 29
degrees 57 minutes 12 seconds West for a distance of 111.25 feet to the place of beginning. Together with
and subject to covenants, easements, and restrictions of record. Said property contains 16.688 total acres
more or less, and being parcel 2 as shown on that survey entitled "Final Plat Richard W. Friddle Estate 1 &
2" dated December 2018 by Level Cross Surveying, William H. Durham, Professional Land Surveyor.
Tract 3 - Out of PIN 79210259474600:
Beginning at a rebar/cap located at the northwest corner of the intersection of US highway 220 and NC
highway 65, said point being located North 23 degrees 41 minutes 53 seconds West a distance of 205.79 feet
from a rebar/cap located at the southwest intersection of US highway 220 and NC highway 65, being state
project numbers R-2413C - 6.499008T; Thence South 89 degrees 55 minutes 19 seconds West for a distance
of 45.59 feet to a new iron rebar located at the property line of the Richard W. Friddle Estate; Thence North
09 degrees 23 minutes 41 seconds East for a distance of 148.86 feet to a existing iron pipe located at the
northeast corner of the Richard W. Friddle Estate; Thence North 58 degrees 49 minutes 46 seconds West for
a distance of 96.69 feet to a existing iron pipe, a corner with the Richard W. Friddle Estate; Thence North 70
degrees 34 minutes 07 seconds West for a distance of 104.53 feet to a existing ion pipe located at the
northwest corner of the Richard W. Friddle Estate; Thence South 17 degrees 55 minutes 25 seconds West
for a distance of 200.76 feet to a existing iron pipe located at the northern right-of-way of Sylvania Road (SR
1195), being the southwest corner of the Richard W. Friddle Estate; Thence on a curve to the left having a
radius of 5442.00 feet, North 72 degrees 23 minutes 24 seconds West for a chord distance of 330.39 feet to a
existing iron pipe located at the northern right-of-way of Sylvania Road (SR 1195) and the southeast corner
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of Benjamin T. Siler; Thence North 03 degrees 56 minutes 38 seconds East for a distance of 419.93 feet to
a existing iron pipe at the northeast corner of Benjamin T. Siler and the southeast corner of Virginia Bailey
Siler, Thomas C. Bailey and others; Thence North 03 degrees 38 minutes 10 seconds East for a distance of
287.21 feet to a existing iron rebar at the northeast corner of Virginia Bailey Siler, Thomas C. Bailey and
others; Thence North 88 degrees 28 minutes 03 seconds West for a distance of 300.05 feet to a existing axle
on the line of Virginia Bailey Siler, Thomas C. Bailey and others and the southeast corner of the W.H.
Knight Revocable Trust; Thence North 01 degrees 54 minutes 26 seconds East for a distance of 1536.24 feet
to a new iron rebar at the west right-of-way of US highway 220, state project numbers R-2413C-6.499008T
and the northeast corner of the W.H Knight Revocable Trust; Thence with US highway 220 the following
bearing and distances; on a curve to the right having a radius of 22757.50 feet, South 24 degrees 49 minutes
55 seconds East for a chord distance of 936.04 feet to a rebar/cap; Thence South 23 degrees 39 minutes 32
seconds East for a distance of 602.37 feet to a rebar/cap; Thence South 18 degrees 47 minutes 58 seconds
East for a distance of 145.38 feet to a rebar/cap; Thence on a curve to the right having a radius of 1345.14
feet, South 12 degrees 08 minutes 41 seconds East for a chord distance of 208.32 feet to a rebar/cap; Thence
South 05 degrees 39 minutes 14 seconds East for a distance of 145.94 feet to a rebar/cap; Thence South 04
degrees 41 minutes 06 seconds East for a distance of 503.47 feet to the Point of Beginning. Together with
and subject to covenants, easements, and restrictions of record. Said property contains 21.943 acres more or
less, and being parcel 3 as shown on that survey entitled "Final Plat Richard W. Friddle Estate - 3 & 4" dated
December 2018 by Level Cross Surveying, William H. Durham, Professional Land Surveyor.
Tract 4 - Out of PIN 79210259474600:
Beginning at a spike located at the right-of-way intersection of NC highway 65 and US highway 220, said
point being located North 9 degrees 43 minutes 10 seconds East a distance of 190.35 feet from a existing
rebar located on the south right-of-way of NC highway 65, being state project numbers R-2413C -
6.499008T; Thence South 57 degrees 13 minutes 29 seconds West for a distance of 436.61 feet to a new iron
rebar located at the north right-of-way of NC highway 65; Thence North 67 degrees 34 minutes 54 seconds
West for a distance of 69.38 feet to a new iron rebar located at the east right-of-way of Sylvania Road (SR
1195); Thence North 17 degrees 17 minutes 37 seconds West for a distance of 11.97 feet to a new iron rebar
located at the east right-of-way of Sylvania Road (SR 1195) and the south corner of Virginia Bailey Siler,
Thomas C. Bailey and others; Thence North 00 degrees 08 minutes 05 seconds East for a distance of 150.46
feet to a existing iron pipe at the east line of Virginia Bailey Siler, Thomas C. Bailey and others, and the
southwest corner of Daisey M Priddy; Thence North 80 degrees 38 minutes 11 seconds East for a distance of
140.39 feet to a existing iron pipe in the line of Daisey M. Priddy; Thence North 19 degrees 25 minutes 08
seconds East for a distance of 160.93 feet to a new iron rebar located at the northeast line of Daisey M .
Priddy and on the south right-of-way of Sylvania Road (SR 1195); Thence South 71 degrees 22 minutes 30
seconds East for a distance of 236.10 feet to a spike at the south right-of-way of Sylvania Road (SR 1195)
and the west right -or -way of US highway 220; Thence South 20 degrees 02 minutes 23 seconds East for a
distance of 54.50 feet to the Point of Beginning. Together with and subject to covenants, easements, and
restrictions of record. Said property contains 1.754 acres more or less, and being parcel 4 as shown on that
survey entitled "Final Plat Richard W. Friddle Estate 3 & 4" dated December 2018 by Level Cross
Surveying, William H. Durham, Professional Land Surveyor.
Tract 5 — PIN 79210257067900:
BEING all of Lots 14 — 22, Block 5 as shown on that plat entitled "Map 4 & 5 Property of Mrs. Albert
Friddle" dated September 12, 1954 and recorded in Plat Book 7, page 81 Rockingham County Registry.
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