SW6230807_Special Warranty Deed - Love's Travel Stop_20230830

2010009987
UAW
FOR REGISTRATION REGISTER OF DEEDS
KIMBERLY S. HARGROVE
HARNETT COUNTY, NC 2010 JUL 19 03:19:01 PM
BK : 2764 PG : 889-894 FEE: $31. 00
NC REV STAMP : $14, 000 , 00
®Y INSTRUMENT # 20 M9987
UPON RECORDING RETURN TO:
Stewart Title Company
5935 Carnegie Boulevard, Suite 101
Charlotte, NC 28209
This instrument prepared by:
Amy E. Guzzy, Esq.
Director of Legal Services
Love's Travel Stops & Country Stores, Inc.
10601 N. Pennsylvania Avenue
Oklahoma City, OK 73120
exC.,'Sr- -b.x: 91y,000-00
Property Location: 3948 Hodges Chapel Road
Dunn, Harnett County, NC
Parcel No. 02-1527-0047-01 and 02-1529-0032-01
The State of North Carolina:
County of Harnett.
SPECIAL WARRANTY DEED
(Dunn, North Carolina)
(o-28-16/0
PILOT TRAVEL CENTERS LLC, as successor -by -merger to SSA Delaware LLC, a Delaware limited
liability company with its principal place of business at 5508 Lonas Road, Knoxville, TN 37909 (the "Grantor"),
for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, does hereby
GRANT, SELL, AND CONVEY unto LOVE'S TRAVEL STOPS & COUNTRY STORES, INC., an Oklahoma
corporation with an office at 10601 North Pennsylvania Ave., Oklahoma City, OK 73120 (the "Grantee"), that
certain property located in Harnett County, North Carolina, as particularly described on Exhibit A attached hereto,
together with all improvements thereon, and all rights and interests appurtenant thereto (collectively, the
"Pro a ").
TO HAVE AND TO HOLD the Property unto Grantee, its successors and assigns, forever, and Grantor
does hereby bind itself, its successors and assigns, to warrant and forever defend, said Property unto Grantee, its
successors and assigns, against every person whomsoever lawfully claiming, or to claim the same, or any part
thereof, by, through or under Grantor, but not otherwise.
THIS CONVEYANCE IS MADE EXPRESSLY SUBJECT TO those matters set forth on Exhibit B
attached hereto (the "Permitted Exceptions").
iv',u cI - 6—)-I0.doc,

EXECUTED this X day of 2010.
PILOT TRAVEL -CENTERS LLC
By: 16407--:Z�
Printed: Mitchell D. Steenrod
Its: Sr. VP & CFO
NEiVpp
ACKNOWLEDGMENT ypTc
STATE OF TENNESSEE )
SS:
COUNTY OF KNOX )
Personally appeared before me, a Notary Public of the State and County aforesaid, Mitchell D. Steenrod, with
whom I am personally acquainted (or proved to me on the basis of satisfactory evidence) to be the person whose
name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized
capacity as Sr. VP & CFO of Pilot Travel Centers LLC, the within named bargainor, and that as such, Sr. VP &
CFO being duly and fully authorized so to do, executed the foregoing instrument for the purposes therein
contained, by signing the name of the company by himself as Sr. VP & CFO.
WITNESS my hand and official seal.
This the ) a ay of� 2010.
O
NOTARY PUBLIC
Printed: 'tc6—a�!,2013
ye MiflIbblUll
My Commission Expires:
STATE ••' ;�<
®: OF
: TENNESSEE
NOTARY
•.• PUBLIC
Direct future tax bills to:
Love's Travel Stops & Country Stores, Inc.
c/o Burke and Associates
3336 E. 32°d Street, Suite 217
Tulsa, OK 74153
' hpcoul \\"arr®nty Deed - 6-21-1O.doc
-2-

Tract 1:
Tract 2:
Exhibit A
LEGAL DESCRIPTION
BEGIN?41NNJ of a now .Railroad Spike in the centerline of SR #1709, scald splice
being further idmititled as Ming located South 24 degrees 58 mimes 02 sun"
East 151.63 feet from a new PK nail at a point where the centerline of SR #1709
intersects the rci erline of the Northbound exit ramp from Interstate 99 and suns
the= as the ceaWlitm of SR #1709 the following emrses and distassees. South
23 degrees 13 nninutes 29 seconds East 23.46 feet: South 20 degrees 21 minutes
53 seconds FAn 94.10 feet; South 19 degrees 01 minute 30 secoaO Rut 96.46
feet; South 17 degrees 20 minutes 13 seconds East 96.96 feet; South 16 dcgm
12 rninutes 33 scconnds Bast 95.23 feet, and South 15 degrees 41 m xtutes 53
seconds East 213.27 feet to a new railroad spike is the centerline of SR #1709;
thence South 83 degrees 43 minutes 07 seconds WeA and passing through a new
concrete monument in the Western right-of-way of SR #1709 €83.0 feet to a
new concrete monument; thence Forth 67 degrees 41 minutes 53 s=rnds West
239.69 feet to a new concrete manurnent in the Eastern right-of-way of SR
#1841; thence as the Rwern sigh"f--way of SR #1841 a chard bearing of 30
degrees 03 minutes 46 Wonds with a radius of 1350.0 and an arc disiauu of
708.34 feet to an existing right-of-way monument fbr the Nortlibourd ramp of
intestate 05; thence as the controlled access of the right -of --way of the
Northbound ramp of interstate 95 North 31 degrees 03 .minutes 11 seconds West
79.75 feet to another exi3ting rigU-of way monument, thence continuing as the
controlled access right-of-way of the Northbound ramp of Interstate 95 North fi t
degrees 01 minuee 15 swands Last 124.60 feet to another existing right-of-way
monument; thclicc conntWing as the Eastern controlled access right -of way of
We Northbound amp of Interstate 95 South 6V degrees 46 atimtes 20 seconds
East 1.71.05 feet to the point of BEGINNING, and contains 8.978 acres,
according to a map entitled "Sao-A•Ton 011, Inc." prepared by Ragsdale
Consultants, P.A., dated January 21. 1-987-
Ali that tract of land containing 2.046 acres ineluding the ri ia-of way of
N.C.S.R. 1709 located in. Averasboro T owuslup. 11arneu Coamy. Earth
CaMitia; and bounded by IsMs Owsned by suuilar In possessloh of persons as
follows, Cn tts .ntorth.by 4Nillia�it liobcrt Uerntt3t3g, 3r., on rite cut_6y,
1709; ou Vic aoutiz and wort -by 60laiik of Coxci tnn'3. _Duna ]lairs;
Said tract of land lying approxinigoy 2.3 miles` Southof the Town of Barroom
awl 771 feet Southeast of tau anger litre itt r4jection of N.C.S.R. 1709 end exit
ramp from storth bound interstate 95; said tract of huw being more particularly
described by courses based on the North.C.ublina GPJD System and tilstai=
accoiditng to a survey with an error of closure of 1 to 22,419 by Join A. Odom.
RLS No. 3062 of Ragsdale Consultants, F.A., dated January 21,y 1987 with
revised date of April 16. 1997 as follows.
�,'cti mnlw f )ccd - 6-2-1 U.doc.

COMv MONG at the N.C.G.S. .Station DEN (N.C. Grid Cnordinslas
N-579,974.76, E=2,131,614.13) and furs thence south 28 degrees 48 minote s
14 seconds Gast 720.55 fraet to a new .PX hall In the centerfine intersection of
N-CS.R. 1709 (allowing 60 ft.) and die exit ramp from North bound Interstate
95, tlteacc the fallowing 7 culls with the Centerliiit: of N.C.S.R. 1709; (1)
ssxtth 24 degrees 58 mlautcs 02 $elands east 151.63 feet to a new railroad spike
(2) south 23 degrees 13 minutes 29 seconds crest 23-46 feet to a now P.K. nail
(3) south 20 degrees 21 nihiutes 53 secoiWs eaxt 94.10 feet to a new P.K. nail
(4) south 19 degrees 01 rnitttites M semnxis eut 96A6 Not to u now P.K, hail
(5) south 17 degrees 30 minutes; 13 seconds east 96.86 feet to a new P.K. nail
(6) south 16 degrees 12 minutes 33 seconds east 95.23 feet to a now P.K. nail
i7a south 15 degrees 41 minutes 53 seconds east 213.27 feet M a new railroad
spike, the BEGINNING, Thence continuing with the centerllne of N.C.S,R.
1709 (allowing a 60' R/W) south 15 degrocs 41 minutes 53 secoi& east 201I,00
feet to a now railroad spike; truce a new northern line 1br the Colem 1. Dulin
heirs south 83 degrees 543 ntittutes 07 seconds west 30AI feet to a new-
coneerete munut> ant ht the westertl fight -Of -WAY lime of N.C.S..R. 1709; thm*
coittttuti:tg will, tlte-.above late south 83 dcgo= 43 tttirnttcs 07 secornls west
190.00 fret to a ttew cyan t+e tttttnuntent; them another new line for the
Culetua►► 1. Dunn Heirs Mortis 74 degrees 33 tnututm 43 seconds west 533.16
feet to a new concret+c tltotttcttMI, a corner for Willi= Robert Detwing. Jr.;
thence. with William RObeert De4119118, dr. souaictii line north 83 degrees 43
winutes 07 seconds east 652.59 fart to a ttM concrete tttiosntmcut In the western
right-of�way lute ref 1V.C.S_R i7t1*J; liege cal
with dwt line mart, 83
degre s 43 tt'iiiutes 07 socojids east 652.59 feet to a tlew concrete monument in
the "stern right-of-waY line of N.C.S.R. 1709; thcute cotttinti ng with that- liege
,&rth 83 degrees 43 minutes 07 seconds east X41 feet to a neW railroad spike
in the centerline of N.C-S-It. 1709 ilte point of DE -GINNING.
Being the same property conveyed to Grantor under General Warranty Deed from Speedway
SuperAmerica LLC to SSA Delaware LLC dated August 31, 2001, recorded October 29, 2001 at
Instrument No. 2001018585, Book 1552, Page 604, Official Records of Harnett County, North Carolina.
�u:,inty I kc d - 6-2-1 Q.doa

Exhibit B
PERMITTED EXCEPTIONS
1) Easement(s) and/or rights(s) of way to Carolina Power and Light Company recorded in Book 293,
Page 105, Book 293, Page 192, Book 320, Page 37, Book 326, Page 41, Book 373, Page 401, Book
462, Page 69, Book 533, Page 178 and Book 842, Page 636, Harnett County Registry.
2) Easement(s) and/or right(s) of way to State Highway Commission recorded in Book 405, Page 147
and Book 359, Page 56, Harnett County Registry.
3) UCC fixture filing recorded in Book 1673, Page 173, Harnett County Registry, showing Pilot Travel
Centers LLC, as Debtor and CAT Scale Company, as Secured Party, as amended by instruments
recorded in Book 2393, Page 236 and Book 2393, Page 242 in said Registry.

CC�*�P;
"R iN C AAo�
KIMBERLY S. HARGROVE
REGISTER OF DEEDS, HARNETT
305 W CORNELIUS HARNETT BLVD
SUITE 200
LILLINGTON, NC 27546
Filed For Registration: 07/19/2010 03:19:01 PM
Book: RE 2764 Page: 889-894
Document No.: 2010009987
DEED 6 PGS $31.00
NC REAL ESTATE EXCISE TAX: $14,000.00
Recorder: MARY ANNE WOOD
State of North Carolina, County of Harnett
KIMBERLY S. HARGROVE , REGISTER OF DEEDS
DO NOT DISCARD
2010009987