Document:

Exhibit
10.3

 

LEASE
AGREEMENT,

 

dated as of January 31,
2007,

 

by and among

 

HPT TA
PROPERTIES TRUST and HPT TA
PROPERTIES LLC,

 

AS LANDLORD,

 

AND

 

TA LEASING
LLC,

 

AS TENANT

 

 

Table
of Contents

 

	
   

  	
   

  	
   

  	
  Page

  
	
   

  	
   

  	
   

  	
   

  
	
  ARTICLE 1

  	
  DEFINITIONS

  	
   

  	
  1

  
	
  1.1

  	
  Additional Charges

  	
   

  	
  1

  
	
  1.2

  	
  Additional Rent

  	
   

  	
  1

  
	
  1.3

  	
  Affiliated Person

  	
   

  	
  2

  
	
  1.4

  	
  Agreement

  	
   

  	
  2

  
	
  1.5

  	
  Allowance

  	
   

  	
  2

  
	
  1.6

  	
  Applicable Laws

  	
   

  	
  2

  
	
  1.7

  	
  Award

  	
   

  	
  3

  
	
  1.8

  	
  Base Fuel Gross Revenues

  	
   

  	
  3

  
	
  1.9

  	
  Base Non-Fuel Gross Revenues

  	
   

  	
  3

  
	
  1.10

  	
  Base Year

  	
   

  	
  3

  
	
  1.11

  	
  Business Day

  	
   

  	
  3

  
	
  1.12

  	
  Capital Addition

  	
   

  	
  3

  
	
  1.13

  	
  Capital Expenditure

  	
   

  	
  3

  
	
  1.14

  	
  Capital Replacements Budget

  	
   

  	
  3

  
	
  1.15

  	
  Change in Control

  	
   

  	
  3

  
	
  1.16

  	
  Claim

  	
   

  	
  4

  
	
  1.17

  	
  Code

  	
   

  	
  4

  
	
  1.18

  	
  Commencement Date

  	
   

  	
  4

  
	
  1.19

  	
  Condemnation

  	
   

  	
  4

  
	
  1.20

  	
  Condemnor

  	
   

  	
  5

  
	
  1.21

  	
  Consolidated Financials

  	
   

  	
  5

  
	
  1.22

  	
  Date of Taking

  	
   

  	
  5

  
	
  1.23

  	
  Default

  	
   

  	
  5

  
	
  1.24

  	
  Disbursement Rate

  	
   

  	
  5

  
	
  1.25

  	
  Distribution

  	
   

  	
  5

  
	
  1.26

  	
  Easement Agreement

  	
   

  	
  5

  
	
  1.27

  	
  Encumbrance

  	
   

  	
  6

  
	
  1.28

  	
  Entity

  	
   

  	
  6

  
	
  1.29

  	
  Environment

  	
   

  	
  6

  
	
  1.30

  	
  Environmental Obligation

  	
   

  	
  6

  
	
  1.31

  	
  Environmental Notice

  	
   

  	
  6

  
	
  1.32

  	
  Environmental Report

  	
   

  	
  6

  
	
  1.33

  	
  Event of Default

  	
   

  	
  6

  
	
  1.34

  	
  Excess Fuel Gross Revenues

  	
   

  	
  6

  
	
  1.35

  	
  Excess Non-Fuel Gross Revenues

  	
   

  	
  6

  
	
  1.36

  	
  Existing Third Party Trade Names and
  Service Mark Rights

  	
   

  	
  6

  
	
  1.37

  	
  Fair Market Value

  	
   

  	
  7

  
	
  1.38

  	
  Fair Market Value Rent

  	
   

  	
  7

  
	
  1.39

  	
  Financial Officer’s Certificate

  	
   

  	
  7

  
	
  1.40

  	
  Fiscal Year

  	
   

  	
  7

  
	
  1.41

  	
  Fixtures

  	
   

  	
  7

  
	
  1.42

  	
  Fuel Sales Cap

  	
   

  	
  7

  
	
  1.43

  	
  GAAP

  	
   

  	
  8

  
	
  1.44

  	
  Government Agencies

  	
   

  	
  8

  
	
  1.45

  	
  Gross Fuel Revenues

  	
   

  	
  8

  
	
  1.46

  	
  Gross Non-Fuel Revenues

  	
   

  	
  8

  

 

i

 

Table
of Contents

(continued)

 

	
   

  	
   

  	
   

  	
  Page

  
	
   

  	
   

  	
   

  	
   

  
	
  1.47

  	
  Ground Leases

  	
   

  	
  9

  
	
  1.48

  	
  Guarantor

  	
   

  	
  9

  
	
  1.49

  	
  Guaranty

  	
   

  	
  9

  
	
  1.50

  	
  Hazardous Substances

  	
   

  	
  9

  
	
  1.51

  	
  Immediate Family

  	
   

  	
  10

  
	
  1.52

  	
  Impositions

  	
   

  	
  10

  
	
  1.53

  	
  Indebtedness

  	
   

  	
  11

  
	
  1.54

  	
  Index

  	
   

  	
  12

  
	
  1.55

  	
  Insurance Requirements

  	
   

  	
  12

  
	
  1.56

  	
  Interest Rate

  	
   

  	
  12

  
	
  1.57

  	
  Land

  	
   

  	
  12

  
	
  1.58

  	
  Landlord

  	
   

  	
  12

  
	
  1.59

  	
  Landlord Default

  	
   

  	
  12

  
	
  1.60

  	
  Landlord Liens

  	
   

  	
  12

  
	
  1.61

  	
  Lease Year

  	
   

  	
  13

  
	
  1.62

  	
  Leased Improvements

  	
   

  	
  13

  
	
  1.63

  	
  Leased Intangible Property

  	
   

  	
  13

  
	
  1.64

  	
  Leased Property

  	
   

  	
  13

  
	
  1.65

  	
  Legal Requirements

  	
   

  	
  13

  
	
  1.66

  	
  Lien

  	
   

  	
  14

  
	
  1.67

  	
  Manager

  	
   

  	
  14

  
	
  1.68

  	
  Management Agreement

  	
   

  	
  14

  
	
  1.69

  	
  Minimum Rent

  	
   

  	
  14

  
	
  1.70

  	
  Notice

  	
   

  	
  15

  
	
  1.71

  	
  Officer’s Certificate

  	
   

  	
  15

  
	
  1.72

  	
  Operating Rights

  	
   

  	
  15

  
	
  1.73

  	
  Overdue Rate

  	
   

  	
  15

  
	
  1.74

  	
  Parent

  	
   

  	
  15

  
	
  1.75

  	
  Permitted Encumbrances

  	
   

  	
  15

  
	
  1.76

  	
  Permitted Liens

  	
   

  	
  15

  
	
  1.77

  	
  Permitted Use

  	
   

  	
  15

  
	
  1.78

  	
  Person

  	
   

  	
  15

  
	
  1.79

  	
  Property

  	
   

  	
  16

  
	
  1.80

  	
  Property Mortgage

  	
   

  	
  .16

  
	
  1.81

  	
  Property Mortgagee

  	
   

  	
  16

  
	
  1.82

  	
  Real Property

  	
   

  	
  16

  
	
  1.83

  	
  Rent

  	
   

  	
  16

  
	
  1.84

  	
  Retained Buildings

  	
   

  	
  16

  
	
  1.85

  	
  SARA

  	
   

  	
  16

  
	
  1.86

  	
  SEC

  	
   

  	
  16

  
	
  1.87

  	
  State

  	
   

  	
  16

  
	
  1.88

  	
  Subordinated Creditor

  	
   

  	
  16

  
	
  1.89

  	
  Subordination Agreement

  	
   

  	
  16

  
	
  1.90

  	
  Subsidiary

  	
   

  	
  16

  
	
  1.91

  	
  Subtenant

  	
   

  	
  17

  
	
  1.92

  	
  Successor Landlord

  	
   

  	
  17

  
	
  1.93

  	
  Superior Landlord

  	
   

  	
  17

  
	
  1.94

  	
  Superior Lease

  	
   

  	
  17

  

 

ii

 

Table
of Contents

(continued)

 

	
   

  	
   

  	
   

  	
  Page

  
	
   

  	
   

  	
   

  	
   

  
	
  1.95

  	
  Superior Mortgage

  	
   

  	
  17

  
	
  1.96

  	
  Superior Mortgagee

  	
   

  	
  17

  
	
  1.97

  	
  TA Franchise Agreement

  	
   

  	
  17

  
	
  1.98

  	
  TCA

  	
   

  	
  17

  
	
  1.99

  	
  Tenant

  	
   

  	
  17

  
	
  1.100

  	
  Tenant’s Personal Property

  	
   

  	
  17

  
	
  1.101

  	
  Term

  	
   

  	
  18

  
	
  1.102

  	
  Transferred Trademarks

  	
   

  	
  18

  
	
  1.103

  	
  Travel Center

  	
   

  	
  18

  
	
  1.104

  	
  Unsuitable for Its Permitted Use

  	
   

  	
  18

  
	
  1.105

  	
  Willington Rent

  	
   

  	
  18

  
	
  1.106

  	
  Work

  	
   

  	
  18

  
	
  ARTICLE 2

  	
  LEASED PROPERTY AND TERM

  	
   

  	
  19

  
	
  2.1

  	
  Leased Property

  	
   

  	
  19

  
	
  2.2

  	
  Condition of Leased Property

  	
   

  	
  20

  
	
  2.3

  	
  Term

  	
   

  	
  21

  
	
  ARTICLE 3

  	
  RENT

  	
   

  	
  21

  
	
  3.1

  	
  Rent

  	
   

  	
  21

  
	
  3.2

  	
  Late Payment of Rent, Etc.

  	
   

  	
  26

  
	
  3.3

  	
  Net Lease, Etc.

  	
   

  	
  27

  
	
  3.4

  	
  No Termination, Abatement, Etc.

  	
   

  	
  27

  
	
  ARTICLE 4

  	
  USE OF THE LEASED PROPERTY

  	
   

  	
  28

  
	
  4.1

  	
  Permitted Use

  	
   

  	
  28

  
	
  4.2

  	
  Compliance with Legal/Insurance
  Requirements, Etc.

  	
   

  	
  30

  
	
  4.3

  	
  Environmental Matters

  	
   

  	
  31

  
	
  4.4

  	
  Ground Leases

  	
   

  	
  33

  
	
  ARTICLE 5

  	
  MAINTENANCE AND REPAIRS

  	
   

  	
  34

  
	
  5.1

  	
  Maintenance and Repair

  	
   

  	
  34

  
	
  5.2

  	
  Tenant’s Personal Property

  	
   

  	
  37

  
	
  5.3

  	
  Yield Up

  	
   

  	
  37

  
	
  5.4

  	
  Management and Franchise Agreements

  	
   

  	
  38

  
	
  ARTICLE 6

  	
  IMPROVEMENTS, ETC.

  	
   

  	
  39

  
	
  6.1

  	
  Improvements to the Leased Property

  	
   

  	
  39

  
	
  6.2

  	
  Salvage

  	
   

  	
  40

  
	
  ARTICLE 7

  	
  LIENS

  	
   

  	
  40

  
	
  ARTICLE 8

  	
  PERMITTED CONTESTS

  	
   

  	
  41

  
	
  ARTICLE 9

  	
  INSURANCE AND INDEMNIFICATION

  	
   

  	
  42

  
	
  9.1

  	
  General Insurance Requirements

  	
   

  	
  42

  
	
  9.2

  	
  Waiver of Subrogation

  	
   

  	
  42

  
	
  9.3

  	
  Form Satisfactory, Etc.

  	
   

  	
  43

  
	
  9.4

  	
  No Separate Insurance; Self-Insurance

  	
   

  	
  43

  
	
  9.5

  	
  Indemnification of Landlord

  	
   

  	
  44

  
	
  ARTICLE 10

  	
  CASUALTY

  	
   

  	
  44

  
	
  10.1

  	
  Insurance Proceeds

  	
   

  	
  44

  
	
  10.2

  	
  Damage or Destruction

  	
   

  	
  45

  
	
  10.3 

  	
  Damage Near End of Term

  	
   

  	
  48

  

 

iii

 

Table
of Contents

(continued)

 

	
   

  	
   

  	
   

  	
  Page

  
	
   

  	
   

  	
   

  	
   

  
	
  10.4 

  	
  Tenant’s Personal Property

  	
   

  	
  48

  
	
  10.5 

  	
  Restoration of Tenant’s Personal Property

  	
   

  	
  48

  
	
  10.6 

  	
  No Abatement of Rent

  	
   

  	
  48

  
	
  10.7 

  	
  Waiver

  	
   

  	
  48

  
	
  ARTICLE 11

  	
  CONDEMNATION

  	
   

  	
  49

  
	
  11.1 

  	
  Total Condemnation, Etc.

  	
   

  	
  49

  
	
  11.2 

  	
  Partial Condemnation

  	
   

  	
  49

  
	
  11.3 

  	
  Abatement of Rent

  	
   

  	
  50

  
	
  11.4 

  	
  Temporary Condemnation

  	
   

  	
  51

  
	
  11.5 

  	
  Allocation of Award

  	
   

  	
  51

  
	
  ARTICLE 12

  	
  DEFAULTS AND REMEDIES

  	
   

  	
  51

  
	
  12.1 

  	
  Events of Default

  	
   

  	
  51

  
	
  12.2 

  	
  Remedies

  	
   

  	
  54

  
	
  12.3 

  	
  Tenant’s Waiver

  	
   

  	
  56

  
	
  12.4 

  	
  Application of Funds

  	
   

  	
  56

  
	
  12.5 

  	
  Landlord’s Right to Cure Tenant’s Default

  	
   

  	
  56

  
	
  ARTICLE 13

  	
  HOLDING OVER

  	
   

  	
  56

  
	
  ARTICLE 14

  	
  LANDLORD DEFAULT

  	
   

  	
  57

  
	
  ARTICLE 15

  	
  PURCHASE OF TENANT’S PERSONAL PROPERTY

  	
   

  	
  58

  
	
  ARTICLE 16

  	
  SUBLETTING AND ASSIGNMENT

  	
   

  	
  58

  
	
  16.1

  	
  Subletting and Assignment

  	
   

  	
  58

  
	
  16.2

  	
  Required Sublease Provisions

  	
   

  	
  59

  
	
  16.3

  	
  Permitted Sublease

  	
   

  	
  61

  
	
  16.4

  	
  Sublease Limitation

  	
   

  	
  62

  
	
  ARTICLE 17

  	
  ESTOPPEL CERTIFICATES AND FINANCIAL STATEMENTS

  	
   

  	
  62

  
	
  17.1

  	
  Estoppel Certificates

  	
   

  	
  62

  
	
  17.2

  	
  Financial Statements

  	
   

  	
  62

  
	
  ARTICLE 18

  	
  LANDLORD’S RIGHT TO INSPECT, QUALITY CONTROL, USE OF
  TRANSFERRED TRADEMARKS AND ENFORCEMENT

  	
   

  	
  64

  
	
  18.1

  	
  Inspection

  	
   

  	
  64

  
	
  18.2

  	
  Quality Control

  	
   

  	
  64

  
	
  18.3

  	
  Transferred Trademarks, Registration and
  Maintenance

  	
   

  	
  64

  
	
  18.4

  	
  Enforcement

  	
   

  	
  64

  
	
  ARTICLE 19

  	
  EASEMENTS

  	
   

  	
  65

  
	
  19.1

  	
  Grant of Easements

  	
   

  	
  65

  
	
  19.2

  	
  Exercise of Rights by Tenant

  	
   

  	
  65

  
	
  19.3

  	
  Permitted Encumbrances

  	
   

  	
  65

  
	
  ARTICLE 20

  	
  PROPERTY MORTGAGES

  	
   

  	
  66

  
	
  20.1

  	
  Landlord May Grant Liens

  	
   

  	
  66

  
	
  20.2

  	
  Subordination of Lease

  	
   

  	
  66

  
	
  20.3

  	
  Notice to Mortgagee and Superior Landlord

  	
   

  	
  68

  
	
  ARTICLE 21

  	
  ADDITIONAL COVENANTS OF LANDLORD AND TENANT

  	
   

  	
  68

  
	
  21.1

  	
  Prompt Payment of Indebtedness

  	
   

  	
  68

  
	
  21.2

  	
  Conduct of Business

  	
   

  	
  69

  
	
  21.3

  	
  Maintenance of Accounts and Records

  	
   

  	
  69

  

 

iv

 

Table
of Contents

(continued)

 

	
   

  	
   

  	
   

  	
  Page

  
	
   

  	
   

  	
   

  	
   

  
	
  21.4

  	
  Notice of Litigation, Etc.

  	
   

  	
  69

  
	
  21.5

  	
  Indebtedness of Tenant

  	
   

  	
  69

  
	
  21.6

  	
  Distributions, Payments to Affiliated
  Persons, Etc.

  	
   

  	
  70

  
	
  21.7

  	
  Prohibited Transactions

  	
   

  	
  71

  
	
  21.8

  	
  Liens and Encumbrances

  	
   

  	
  71

  
	
  21.9

  	
  Merger; Sale of Assets; Etc.

  	
   

  	
  71

  
	
  21.10

  	
  Bankruptcy Remote Entities

  	
   

  	
  72

  
	
  21.11

  	
  Trade Area Restriction

  	
   

  	
  72

  
	
  ARTICLE 22

  	
  ARBITRATION

  	
   

  	
  72

  
	
  ARTICLE 23

  	
  MISCELLANEOUS

  	
   

  	
  74

  
	
  23.1

  	
  Limitation on Payment of Rent

  	
   

  	
  74

  
	
  23.2

  	
  No Waiver

  	
   

  	
  74

  
	
  23.3

  	
  Remedies Cumulative

  	
   

  	
  74

  
	
  23.4

  	
  Severability

  	
   

  	
  74

  
	
  23.5

  	
  Acceptance of Surrender

  	
   

  	
  75

  
	
  23.6

  	
  No Merger of Title

  	
   

  	
  75

  
	
  23.7

  	
  Conveyance by Landlord

  	
   

  	
  75

  
	
  23.8

  	
  Quiet Enjoyment

  	
   

  	
  75

  
	
  23.9

  	
  No Recordation

  	
   

  	
  76

  
	
  23.10

  	
  Notices

  	
   

  	
  76

  
	
  23.11

  	
  Construction

  	
   

  	
  77

  
	
  23.12

  	
  Counterparts; Headings

  	
   

  	
  78

  
	
  23.13

  	
  Applicable Law, Etc.

  	
   

  	
  78

  
	
  23.14

  	
  Right to Make Agreement

  	
   

  	
  78

  
	
  23.15

  	
  Attorneys’ Fees

  	
   

  	
  79

  
	
  23.16

  	
  Nonliability of Trustees

  	
   

  	
  79

  

 

v

 

LEASE
AGREEMENT

 

THIS LEASE AGREEMENT is entered into
as of January 31, 2007, by and among HPT TA
PROPERTIES TRUST, a Maryland real estate investment trust, and HPT TA PROPERTIES LLC, a Maryland limited
liability company (collectively, “Landlord”), and TA LEASING LLC, a Delaware limited
liability company (“Tenant”).

 

W  I  T  N  E  S  S  E  T  H
:

 

WHEREAS, Landlord holds
fee simple title to, and/or the leasehold interest in, the Leased Property
constituting Real Property (other than the Retained Buildings), and good title
to all other Leased Property (these and other capitalized terms used and not
otherwise defined herein having the meanings given such terms in Article 1);
and

 

WHEREAS, Landlord wishes
to lease the Leased Property to Tenant and Tenant wishes to lease the Leased
Property from Landlord, subject to and upon the terms and conditions herein set
forth;

 

NOW, THEREFORE, in
consideration of the mutual covenants herein contained and other good and
valuable consideration, the mutual receipt and legal sufficiency of which are
hereby acknowledged, Landlord and Tenant hereby agree as follows:

 

ARTICLE 1 

 

DEFINITIONS

 

For all purposes of this Agreement, except as
otherwise expressly provided or unless the context otherwise requires,
(a) the terms defined in this Article shall have the meanings
assigned to them in this Article and include the plural as well as the
singular, (b) all accounting terms not otherwise defined herein shall have
the meanings assigned to them in accordance with GAAP, (c) all references
in this Agreement to designated “Articles”, “Sections” and other subdivisions
are to the designated Articles, Sections and other subdivisions of this
Agreement, and (d) the words “herein”, “hereof”, “hereunder” and other
words of similar import refer to this Agreement as a whole and not to any
particular Article, Section or other subdivision.

 

1.1           “Additional Charges”
shall have the meaning given such term in Section 3.1.3.

 

1.2           “Additional Rent” shall have the
meaning given such term in Section 3.1.2(a).

 

 

1.3           “Affiliated Person” shall mean, with
respect to any Person, (a) in the case of any such Person which is a
partnership, any partner in such partnership, (b) in the case of any such
Person which is a limited liability company, any member of such company, (c) any
other Person which is a Parent, a Subsidiary, or a Subsidiary of a Parent with
respect to such Person or to one or more of the Persons referred to in the
preceding clauses (a) and (b), (d) any other Person who is an
officer, director, trustee or employee of, or partner in or member of, such
Person or any Person referred to in the preceding clauses (a), (b) and
(c), and (e) any other Person who is a member of the Immediate Family of
such Person or of any Person referred to in the preceding clauses (a) through
(d).

 

1.4           “Agreement” shall mean this Lease
Agreement, including all exhibits attached hereto, as it and they may be
amended from time to time as herein provided.

 

1.5           “Allowance” shall have the meaning
given such term in Section 5.1.1(c).

 

1.6           “Applicable Laws” shall mean all
applicable laws, statutes, regulations, rules, ordinances, codes, licenses,
permits, notices and orders, from time to time in existence, of all courts of
competent jurisdiction and Government Agencies, and all applicable judicial and
administrative and regulatory decrees, judgments and orders, including common
law rulings and determinations, relating to injury to, conservation of, or the
protection of, real or personal property, Transferred Trademarks or human
health or the Environment, including, without limitation, all valid and lawful
requirements of courts and other Government Agencies pertaining to reporting,
licensing, permitting, investigation, remediation and removal of underground
improvements (including, without limitation, treatment or storage tanks, or
water, natural gas or oil wells), or emissions, discharges, releases or
threatened releases of Hazardous Substances, chemical substances, pesticides,
petroleum or petroleum products, pollutants, contaminants or hazardous or toxic
substances, materials or wastes whether solid, liquid or gaseous in nature,
into the Environment, or relating to the manufacture, processing, distribution,
use, treatment, storage, disposal, transport or handling of Hazardous
Substances, underground improvements (including, without limitation, treatment
or storage tanks, or water, gas or oil wells), or pollutants, contaminants or
hazardous or toxic substances, materials or wastes, whether solid, liquid or
gaseous in nature.

 

2

 

1.7           “Award”
shall mean all compensation, sums or other value awarded, paid or received by
virtue of a total or partial Condemnation of any Property (after deduction of
all reasonable legal fees and other reasonable costs and expenses, including,
without limitation, expert witness fees, incurred by Landlord, in connection
with obtaining any such award).

 

1.8           “Base Fuel Gross
Revenues” shall mean, with respect to any Property, the amount
of Gross Fuel Revenues for such Property for the Base Year; provided, however,
that, with respect to any Property then subject to a TA Franchise Agreement,
Base Fuel Gross Revenues shall be the Gross Fuel Revenues of the franchisee
under the TA Franchise Agreement for the Base Year (as reported by such
franchisee pursuant to the applicable TA Franchise Agreement) and not include
amounts otherwise payable to the franchisor under such TA Franchise Agreement.

 

1.9           “Base Non-Fuel Gross
Revenues” shall mean, with respect to any Property, the amount
of Gross Non-Fuel Revenues for such Property for the Base Year; provided,
however, that, with respect to any Property then subject to a TA
Franchise Agreement, Base Non-Fuel Gross Revenues shall be the Gross Non-Fuel
Revenues of the franchisee under the TA Franchise Agreement for the Base Year
(as reported by such franchisee pursuant to the applicable TA Franchise
Agreement) and not include amounts otherwise payable to the franchisor under
such TA Franchise Agreement.

 

1.10         “Base Year”
shall mean the 2011 calendar year.

 

1.11         “Business Day”
shall mean any day other than Saturday, Sunday, or any other day on which
banking institutions in The Commonwealth of Massachusetts are authorized by law
or executive action to close.

 

1.12         “Capital Addition”
shall mean, with respect to any Property, any renovation, repair or improvement
to such Property, the cost of which constitutes a Capital Expenditure.

 

1.13         “Capital Expenditure” shall mean any
expenditure treated as capital in nature in accordance with GAAP.

 

1.14         “Capital Replacements Budget” shall
have the meaning given such term in Section 5.1.1(b).

 

1.15         “Change in Control” shall mean
(a) the acquisition by any Person, or two or more Persons acting in
concert, of

 

3

 

beneficial ownership (within the meaning of Rule 13d-3 of the SEC)
of 9.8% or more, or rights, options or warrants to acquire 9.8% or more, of the
outstanding shares of voting stock or other voting interests of Tenant or any
Guarantor, as the case may be, or the power to direct the management and
policies of Tenant or any Guarantor, directly or indirectly, (b) the
merger or consolidation of Tenant or any Guarantor with or into any other
Person (other than the merger or consolidation of any Person into Tenant or any
Guarantor that does not result in a Change in Control of Tenant or such
Guarantor under clauses (a), (c) or (d) of this definition),
(c) any one or more sales or conveyances to any Person of all or any
material portion of its assets (including capital stock or other equity
interests) or business of Tenant or any Guarantor, as the case may be, or
(d) the cessation, for any reason, of the individuals who at the beginning
of any twenty-four (24) consecutive month period (commencing on the Commencement
Date) constituted the board of directors of Tenant or any Guarantor (together
with any new directors whose election by such board or whose nomination for
election by the shareholders of Tenant or such Guarantor, as the case may be,
was approved by a vote of a majority of the directors then still in office who
were either directors at the beginning of any such period or whose election or
nomination for election was previously so approved) to constitute a majority of
the board of directors of Tenant or any Guarantor then in office.

 

1.16         “Claim” shall have the meaning given
such term in Article 8.

 

1.17         “Code” shall mean the Internal
Revenue Code of 1986 and, to the extent applicable, the Treasury Regulations
promulgated thereunder, each as from time to time amended.

 

1.18         “Commencement Date” shall mean the
date hereof.

 

1.19         “Condemnation” shall mean, with
respect to any Property, or any portion thereof, (a) the exercise of any
governmental power with respect to such Property, whether by legal proceedings
or otherwise, by a Condemnor of its power of condemnation, (b) a voluntary
sale or transfer of such Property by Landlord to any Condemnor, either under
threat of condemnation or while legal proceedings for condemnation are pending,
or (c) a taking or voluntary conveyance of such Property, or any interest
therein, or right accruing thereto or use thereof, as the result or in
settlement of any condemnation

 

4

 

or other eminent domain proceeding affecting such Property, whether or
not the same shall have actually been commenced.

 

1.20         “Condemnor” shall mean any public or
quasi-public Person, having the power of Condemnation.

 

1.21         “Consolidated Financials” shall
mean, for any Fiscal Year or other accounting period of TCA, annual audited and
quarterly unaudited financial statements of TCA prepared on a consolidated
basis, including TCA’s consolidated balance sheet and the related statements of
income and cash flows, all in reasonable detail, and setting forth in comparative
form the corresponding figures for the corresponding period in the preceding
Fiscal Year, and prepared in accordance with GAAP throughout the periods
reflected.

 

1.22         “Date of Taking” shall mean, with
respect to any Property, the date the Condemnor has the right to possession of
such Property, or any portion thereof, in connection with a Condemnation.

 

1.23         “Default” shall mean any event or
condition which with the giving of notice and/or lapse of time would be an
Event of Default.

 

1.24         “Disbursement Rate” shall mean an
annual rate of interest, as of the date of determination, equal to the greater
of (i) the Interest Rate and (ii) the per annum rate for ten
(10) year U.S. Treasury Obligations as published in The Wall Street
Journal plus three hundred fifty (350) basis points.

 

1.25         “Distribution” shall mean
(a) any declaration or payment of any dividend (except ordinary cash
dividends payable in common stock or other equity interests of Tenant) on or in
respect of any shares of any class of capital stock or other equity interests
of Tenant, (b) any purchase, redemption, retirement or other acquisition
of any shares of any class of capital stock of a corporation, (c) any
other distribution on or in respect of any shares of any class of capital stock
of Tenant or (d) any return of capital to shareholders.

 

1.26         “Easement Agreement” shall mean any
conditions, covenants and restrictions, easements, declarations, licenses and
other agreements which are Permitted Encumbrances and such other agreements as
may be granted in accordance with Section 19.1.

 

5

 

1.27         “Encumbrance” shall have the meaning
given such term in Section 20.1.

 

1.28         “Entity” shall mean any corporation,
general or limited partnership, limited liability company or partnership, stock
company or association, joint venture, association, company, trust, bank, trust
company, land trust, business trust, real estate investment trust, cooperative,
any government or agency, authority or political subdivision thereof or any
other entity.

 

1.29         “Environment” shall mean soil,
surface waters, ground waters, land, biota, sediments, surface or subsurface
strata and ambient air.

 

1.30         “Environmental Obligation” shall
have the meaning given such term in Section 4.3.1.

 

1.31         “Environmental Notice” shall have
the meaning given such term in Section 4.3.1.

 

1.32         “Environmental Report” shall have
the meaning given such term in Section 4.3.2.

 

1.33         “Event of Default” shall have the
meaning given such term in Section 12.1.

 

1.34         “Excess Fuel Gross Revenues” shall
mean, with respect to any Property, with respect to any Lease Year, or portion
thereof, the amount of Gross Fuel Revenues for such Property for such Lease
Year, or portion thereof, in excess of Base Fuel Gross Revenues for such
Property for the equivalent period during the Base Year.

 

1.35         “Excess Non-Fuel Gross Revenues”
shall mean, with respect to any Property, with respect to any Lease Year, or
portion thereof, the amount of Gross Non-Fuel Revenues for such Property for
such Lease Year, or portion thereof, in excess of Base Non-Fuel Gross Revenues
for such Property for the equivalent period during the Base Year.

 

1.36         “Existing Third Party Trade Names and Service Mark
Rights” shall mean the rights as set forth in any TA Franchise
Agreement in effect as of the Commencement Date licensed to third parties in
the trade names, trademarks, service marks, domain names, logos and other
brand-source indicia. including all goodwill related thereto which constitute a
part of the Transferred Trademarks.

 

6

 

1.37                           “Fair Market Value” shall mean the price an
unaffiliated and willing buyer would pay for the interest of Landlord in the
applicable Property (or the interest of Tenant in the case of any Retained
Buildings) in its existing condition as of the date of determination, with all
relevant factors being known to both parties, under terms and conditions
customary for like transactions in the area in which the Property is located.

 

1.38                           “Fair Market Value Rent” shall mean the per annum
minimum rent which would be payable monthly in advance for the applicable
Property in its then current condition and for its then current use, on the
terms and conditions of this Agreement (including, without limitation, the
obligation to pay Additional Rent).

 

1.39                           “Financial Officer’s Certificate” shall mean, as to any
Person, a certificate of the chief executive officer, chief financial officer
or chief accounting officer (or such officers’ authorized designee) of such
Person, duly authorized, accompanying the financial statements required to be
delivered by such Person pursuant to Section 17.2, in which such
officer shall certify (a) that such statements have been properly prepared
in accordance with GAAP and are true, correct and complete in all material
respects and fairly present the consolidated financial condition of such Person
at and as of the dates thereof and the results of its operations for the
periods covered thereby, and (b) in the event that the certifying party is
an officer of Tenant and the certificate is being given in such capacity, that
no Event of Default has occurred and is continuing hereunder.

 

1.40                           “Fiscal Year” shall mean the calendar
year or such other annual period designated by Tenant and approved by Landlord.

 

1.41                           “Fixtures” shall have the meaning given such term in Section 2.1(d).

 

1.42                           “Fuel Sales Cap” shall mean, for the 2012
Lease Year, three tenths of one percent (0.3%) of the aggregate Base Fuel Gross
Revenues for the Leased Property; and, for each Lease Year thereafter,
(x) the Additional Rent on account of Excess Fuel Gross Revenues for the
prior Lease Year multiplied by (y) the greater of one, or a fraction, the
numerator of which is the Index for January of the then current Lease Year
and the denominator of which is the Index for January of the preceding
Lease Year.

 

7

 

1.43                           “GAAP” shall mean generally accepted accounting principles
consistently applied.

 

1.44                           “Government Agencies” shall mean any court,
agency, authority, board (including, without limitation, environmental
protection, planning and zoning), bureau, commission, department, office or
instrumentality of any nature whatsoever of any governmental or quasi-governmental
unit of the United States or any State or any county or any political
subdivision of any of the foregoing, whether now or hereafter in existence,
having jurisdiction over Tenant or any Property, or any portion thereof, or any
Travel Center operated thereon.

 

1.45                           “Gross Fuel Revenues” shall mean, with respect to
any Property, for each Fiscal Year during the Term, all revenues and receipts
(determined on an accrual basis and in all material respects in accordance with
GAAP) of every kind derived from the provision, sale or trade of motor fuel and
gasoline at such Property; provided, however, that Gross Fuel
Revenues shall not include the following: allowances according to GAAP for
uncollectible accounts, including credit card accounts and other administrative
discounts; federal, state or municipal excise, sales, use, occupancy or similar
taxes included as part of the sales price of any goods or services; insurance
proceeds (other than proceeds from business interruption or other loss of
income insurance); and any amounts included in Gross Non-Fuel Revenues; further,
provided, that, with respect to any Property subject to a TA Franchise
Agreement, Gross Fuel Revenues shall be the Gross Fuel Revenues of the
franchisee under the TA Franchise Agreement (as reported by such franchisee
pursuant to the applicable TA Franchise Agreement, to the extent compliant with
Section 856(d)(2) of the Code) and not include amounts otherwise
payable to the franchisor under such TA Franchise Agreement.

 

1.46                           “Gross Non-Fuel Revenues” shall mean, with respect to
any Property, for each Fiscal Year during the Term, all revenues and receipts
(determined on an accrual basis and in all material respects in accordance with
GAAP) of every kind derived from renting, using and/or operating such Property
and parts thereof, including, but not limited to: all rents and revenues
received or receivable for the use of or otherwise by reason of all goods sold,
services performed, space or facilities subleased on such Property, or any portion
thereof, including, without limitation, any other arrangements with third
parties relating to the possession or use of any portion of such Property; and
proceeds, if any, from business interruption or other loss of income insurance;
provided, however, that Gross Non-Fuel Revenues shall

 

8

 

not include the following: allowances according to GAAP for
uncollectible accounts, including credit card accounts and other administrative
discounts; federal, state or municipal excise, sales, use, occupancy or similar
taxes included as part of the sales price of any goods or services; insurance
proceeds (other than proceeds from business interruption or other loss of
income insurance); Award proceeds (other than for a temporary Condemnation);
any proceeds from any sale of such Property or from the refinancing of any debt
encumbering such Property; proceeds from the disposition of furnishings,
fixture and equipment no longer necessary for the operation of the Travel Center
located thereon; any security deposits and other advance deposits, until and
unless the same are forfeited to Tenant or applied for the purpose for which
they were collected; interest income from any bank account or investment of
Tenant; and any amounts included in Gross Fuel Revenues; further, provided,
that, with respect to any Property subject to a TA Franchise Agreement, Gross
Non-Fuel Revenues shall be the Gross Non-Fuel Revenues of the franchisee under
the TA Franchise Agreement (as reported by such franchisee pursuant to the
applicable TA Franchise Agreement, to the extent compliant with
Section 856(d)(2) of the Code) and not include amounts otherwise
payable to the franchisor under such TA Franchise Agreement.

 

1.47                           “Ground Leases” shall mean, collectively,
any and all ground leases in effect with respect to any portion of the Real
Property.

 

1.48                           “Guarantor” shall mean, collectively, TCA, Subtenant,
TravelCenters of America Holding Company LLC, and each and every other
guarantor of Tenant’s obligations under this Agreement, and each such
guarantor’s successors and assigns, jointly and severally.

 

1.49                           “Guaranty” shall mean any guaranty agreement executed
by a Guarantor in favor of Landlord pursuant to which the payment or
performance of Tenant’s obligations under this Agreement are guaranteed,
together with all modifications, amendments and supplements thereto.

 

1.50                           “Hazardous Substances” shall mean any substance:

 

(a)                                  the presence of
which requires or may hereafter require notification, investigation or
remediation under any Applicable Law; or

 

9

 

(b)                                 which is or
becomes defined as a “hazardous waste”, “hazardous material” or “hazardous
substance” or “pollutant” or “contaminant” under any Applicable Law including,
without limitation, the Comprehensive Environmental Response, Compensation and
Liability Act (42 U.S.C. Section 9601 et  seq.) and the
Resource Conservation and Recovery Act (42 U.S.C. Section 6901 et  seq.)
and the regulations promulgated thereunder; or

 

(c)                                  which is toxic,
explosive, corrosive, flammable, infectious, radioactive, carcinogenic,
mutagenic or otherwise hazardous and is or becomes regulated by any
Governmental Agencies; or

 

(d)                                 the presence of
which on any Property, or any portion thereof, causes or materially threatens
to cause an unlawful nuisance upon such Property, or any portion thereof, or to
adjacent properties or poses or materially threatens to pose a hazard to such
Property, or any portion thereof, or to the health or safety of persons; or

 

(e)                                  without
limitation, which contains gasoline, diesel fuel or other petroleum
hydrocarbons or volatile organic compounds; or

 

(f)                                    without
limitation, which contains polychlorinated biphenyls (PCBs) or asbestos or urea
formaldehyde foam insulation; or

 

(g)                                 without
limitation, which contains or emits radioactive particles, waves or material.

 

1.51                           “Immediate Family” shall mean, with respect to
any individual, such individual’s spouse, parents, brothers, sisters, children
(natural or adopted), stepchildren, grandchildren, grandparents,
parents-in-law, brothers-in-law, sisters-in-law, nephews and nieces.

 

1.52                           “Impositions” shall mean, collectively,
all taxes (including, without limitation, all taxes imposed under the laws of
any State, as such laws may be amended from time to time, and all ad valorem,
sales and use, occupancy, or similar taxes as the same relate to or are imposed
upon Landlord, Tenant or the business conducted upon the Leased Property),
assessments (including, without limitation, all assessments for public
improvements or benefit, whether or not commenced or completed prior to the
date hereof), water, sewer or other rents and charges, excises, tax levies,
fees (including, without

 

10

 

limitation, license, permit, inspection, authorization and similar
fees), and all other governmental charges, in each case whether general or
special, ordinary or extraordinary, foreseen or unforeseen, of every character
in respect of the Leased Property or the business conducted upon the Leased
Property by Tenant (including all interest and penalties thereon due to any
failure in payment by Tenant), which at any time prior to, during or in respect
of the Term hereof may be assessed or imposed on or in respect of or be a lien
upon (a) Landlord’s interest in the Leased Property, (b) the Leased
Property or any part thereof or any rent therefrom or any estate, right, title
or interest therein, or (c) any occupancy, operation, use or possession
of, or sales from, or activity conducted on, or in connection with the Leased
Property or the leasing or use of the Leased Property or any part thereof by
Tenant; provided, however, that nothing contained herein shall be
construed to require Tenant to pay and the term “Impositions” shall not include
(i) any tax based on net income imposed on Landlord, (ii) any net
revenue tax of Landlord, (iii) any transfer fee (but excluding any
mortgage or similar tax payable in connection with a Property Mortgage) or
other tax imposed with respect to the sale, exchange or other disposition by
Landlord of the Leased Property or the proceeds thereof, (iv) any single
business, gross receipts tax, transaction privilege, rent or similar taxes as
the same relate to or are imposed upon Landlord, (v) any interest or
penalties imposed on Landlord as a result of the failure of Landlord to file
any return or report timely and in the form prescribed by law or to pay any tax
or imposition, except to the extent such failure is a result of a breach by
Tenant of its obligations pursuant to Section 3.1.3, (vi) any
impositions imposed on Landlord that are a result of Landlord not being
considered a “United States person” as defined in Section 7701(a) (30) of
the Code, (vii) any impositions that are enacted or adopted by their
express terms as a substitute for any tax that would not have been payable by
Tenant pursuant to the terms of this Agreement or (viii) any impositions
imposed as a result of a breach of covenant or representation by Landlord in
any agreement governing Landlord’s conduct or operation or as a result of the
negligence or willful misconduct of Landlord.

 

1.53                           “Indebtedness” shall mean (without
duplication), (i) all obligations for borrowed money, (ii) the
maximum amount available to be drawn under all surety bonds, letters of credit
and bankers’ acceptances issued or created for the account of Tenant and,
without duplication, all unreimbursed drafts drawn thereunder, (iii) all
obligations to pay the deferred purchase

 

11

 

price of property or services, excluding trade payables incurred in the
ordinary course of business, but including all indebtedness created or arising
under any conditional sale or other title retention agreement with respect to
property acquired by Tenant, (iv) all leases required, in accordance with
GAAP, to be recorded as capital leases on Tenant’s balance sheet, (v) the
principal balance outstanding and owing by Tenant under any synthetic lease,
tax retention operating lease or similar off-balance sheet financing product,
and (vi) all guaranties of or other liabilities with respect to the debt
of another Person.

 

1.54                           “Index” shall mean the Consumer Price Index for Urban
Wage Earners and Clerical Workers, U.S., All Items, 1982-1984=100. The Index is
presently published by the Bureau of Labor Statistics of the United States
Department of Labor. If publication of the Index ceases, computations with
respect to which the Index is to be applied shall be computed on the basis of
whatever index published by the United States Department of Labor at that time
is most nearly comparable. If the Index ceases to use 1982-84=100 as the basis
of calculation, then the Index shall be converted to the amount(s) that
would have resulted had the manner of calculating the Index in effect at the
Commencement Date.

 

1.55                           “Insurance Requirements” shall mean all terms of any
insurance policy required by this Agreement and all requirements of the issuer
of any such policy and all orders, rules and regulations and any other
requirements of the National Board of Fire Underwriters (or any other body
exercising similar functions) binding upon Landlord, Tenant, any Manager or the
Leased Property.

 

1.56                           “Interest Rate” shall mean eight and one
half percent (8.5%) per annum.

 

1.57                           “Land” shall have the meaning given such term in Section 2.1(a).

 

1.58                           “Landlord” shall have the meaning given such term in
the preambles to this Agreement and shall also include their respective
permitted successors and assigns.

 

1.59                           “Landlord Default” shall have the meaning
given such term in Article 14.

 

1.60                           “Landlord Liens” shall mean liens on or
against the Leased Property or any payment of Rent (a) which result from
any

 

12

 

act of, or any claim against, Landlord or any owner of a direct or
indirect interest in the Leased Property (other than the lessor under any
ground lease affecting any portion of the Leased Property), or which result
from any violation by Landlord of any terms of this Agreement, or (b) which
result from liens in favor of any taxing authority by reason of any tax owed by
Landlord or any fee owner of a direct or indirect interest in the Leased
Property (other than the lessor under any ground lease affecting any portion of
the Leased Property); provided, however, that “Landlord
Lien” shall not include any lien resulting from any tax for which Tenant is
obligated to pay or indemnify Landlord against until such time as Tenant shall
have already paid to or on behalf of Landlord the tax or the required indemnity
with respect to the same.

 

1.61         “Lease Year” shall mean any Fiscal
Year or portion thereof during the Term.

 

1.62         “Leased Improvements” shall have the
meaning given such term in Section 2.1(b).

 

1.63         “Leased Intangible Property” shall
mean all agreements, service contracts, equipment leases and other arrangements
or agreements affecting the ownership, repair, maintenance, management, leasing
or operation of the Leased Property, or any portion thereof, to which Landlord
is a party; all books, records and files relating to the leasing, maintenance,
management or operation of the Leased Property, or any portion thereof,
belonging to Landlord; all transferable or assignable permits, certificates of
occupancy, operating permits, sign permits, development rights and approvals,
certificates, licenses, warranties and guarantees, rights to deposits and
telephone exchange numbers identified with the Leased Property; and all other
transferable intangible property, miscellaneous rights, benefits and privileges
of any kind or character belonging to Landlord with respect to the Leased
Property.

 

1.64         “Leased Property” shall have the
meaning given such term in Section 2.1.

 

1.65         “Legal Requirements” shall mean all
federal, state, county, municipal and other governmental statutes, laws, rules,
orders, regulations, ordinances, judgments, decrees and injunctions affecting
the Leased Property or the maintenance, construction, alteration or operation
thereof, whether now or hereafter enacted or in existence, including, without

 

13

 

limitation, (a) all permits, licenses, authorizations and
regulations necessary to operate any Property for its Permitted Use, and (b) all
covenants, agreements, restrictions and encumbrances contained in any
instruments at any time in force affecting any Property, including those which
may (i) require material repairs, modifications or alterations in or to
any Property or (ii) in any way materially and adversely affect the use
and enjoyment thereof, but excluding any requirements arising as a result of
Landlord’s status as a real estate investment trust.

 

1.66         “Lien” shall mean any mortgage,
security interest, pledge, collateral assignment, or other encumbrance, lien or
charge of any kind, or any transfer of property or assets for the purpose of
subjecting the same to the payment of Indebtedness or performance of any other
obligation in priority to payment of general creditors.

 

1.67         “Manager” shall mean, with respect
to any Property, the operator or manager under any Management Agreement from
time to time in effect with respect to such Property, and its permitted
successors and assigns.

 

1.68         “Management Agreement” shall mean,
with respect to any Property, any operating, management, franchise or branding
agreement from time to time entered into by Tenant with respect to such
Property in accordance with the applicable provisions of this Agreement,
together with all amendments, modifications and supplements thereto, excluding,
however, any TA Franchise Agreement.

 

1.69         “Minimum Rent” shall mean (a) with
respect to the period commencing on the Commencement Date and expiring on the
day preceding the first anniversary of the Commencement Date, $153,500,000 per
annum; (b) with respect to the period commencing on the first anniversary
of the Commencement Date and expiring on the day preceding the second
anniversary of the Commencement Date, $157,000,000 per annum; (c) with
respect to the period commencing on the second anniversary of the Commencement
Date and expiring on the day preceding the third anniversary of the
Commencement Date, $161,000,000 per annum; (d) with respect to the period
commencing on the third anniversary of the Commencement Date and expiring on
the day preceding the fourth anniversary of the Commencement Date, $165,000,000
per annum; (e) with respect to the period commencing on the fourth
anniversary of the Commencement Date and expiring on the day preceding the
fifth anniversary of the

 

14

 

Commencement Date, $170,000,000 per annum; and (f) with respect to
the period commencing on the fifth anniversary of the Commencement Date and
thereafter, $175,000,000 per annum; subject, in each case, to adjustment as
provided in Section 3.1.1(b).

 

1.70         “Notice” shall mean a notice given
in accordance with Section 23.10.

 

1.71         “Officer’s Certificate” shall mean a
certificate signed by an officer or other duly authorized individual of the
certifying Entity duly authorized by the board of directors or other governing
body of the certifying Entity.

 

1.72         “Operating Rights” shall have the
meaning given such term in Section 5.3.

 

1.73         “Overdue Rate” shall mean, on any
date, a per annum rate of interest equal to the lesser of the Disbursement Rate
plus four percent (4%) and the maximum rate then permitted under applicable
law.

 

1.74         “Parent” shall mean, with respect to
any Person, any Person which owns directly, or indirectly through one or more
Subsidiaries or Affiliated Persons, twenty percent (20%) or more of the voting
or beneficial interest in, or otherwise has the right or power (whether by
contract, through ownership of securities or otherwise) to control, such
Person.

 

1.75         “Permitted Encumbrances” shall mean,
with respect to any Property, all rights, restrictions, and easements of record
set forth on Schedule B to the applicable owner’s or leasehold title insurance
policy issued to Landlord with respect to such Property, plus any other
encumbrances as may have been granted or caused by Landlord or otherwise
consented to in writing by Landlord from time to time.

 

1.76         “Permitted Liens” shall mean any
Liens granted in accordance with Section 21.8(a).

 

1.77         “Permitted Use” shall mean, with
respect to any Property, any use of such Property permitted pursuant to Section 4.1.1.

 

1.78         “Person” shall mean any individual
or Entity, and the heirs, executors, administrators, legal representatives,
successors and assigns of such Person where the context so admits.

 

15

 

1.79         “Property” shall have the meaning
given such term in Section 2.1.

 

1.80         “Property Mortgage” shall mean any
Encumbrance placed upon the Leased Property, or any portion thereof, in
accordance with Article 20.

 

1.81         “Property Mortgagee” shall mean the
holder of any Property Mortgage.

 

1.82         “Real Property” shall have the
meaning given such term in Section 2.1.

 

1.83         “Rent” shall mean, collectively, the
Minimum Rent, Additional Rent and Additional Charges.

 

1.84         “Retained Buildings” shall mean all
buildings, structures and other improvements located at the addresses listed on
Exhibit B attached hereto and made a part hereof, and all
equipment, machinery and fixtures integral to the operation of such buildings,
structures and improvements.

 

1.85         “SARA” shall mean the Superfund
Amendments and Reauthorization Act of 1986, as the same has been and may be
amended, restated, modified or supplemented from time to time.

 

1.86         “SEC” shall mean the Securities and
Exchange Commission.

 

1.87         “State” shall mean, with respect to
any Property, the state, commonwealth or district in which such Property is
located.

 

1.88         “Subordinated Creditor” shall mean
any creditor of Tenant which is a party to a Subordination Agreement in favor
of Landlord.

 

1.89         “Subordination Agreement” shall mean
any agreement (and any amendments thereto) executed by a Subordinated Creditor
pursuant to which the payment and performance of Tenant’s obligations to such
Subordinated Creditor are subordinated to the payment and performance of
Tenant’s obligations to Landlord under this Agreement.

 

1.90         “Subsidiary” shall mean, with
respect to any Person, any Entity (a) in which such Person owns directly,
or indirectly through one or more Subsidiaries, twenty percent (20%) or more of
the voting or beneficial interest or (b) which such Person

 

16

 

otherwise has the right or power to control (whether by contract,
through ownership of securities or otherwise).

 

1.91         “Subtenant” shall mean TA Operating
LLC, a Delaware limited liability company, and its permitted successors and
assigns.

 

1.92         “Successor Landlord” shall have the
meaning given such term in Section 20.2.

 

1.93         “Superior Landlord” shall have the
meaning given such term in Section 20.2.

 

1.94         “Superior Lease” shall have the
meaning given such term in Section 20.2.

 

1.95         “Superior Mortgage” shall have the
meaning given such term in Section 20.2.

 

1.96         “Superior Mortgagee” shall have the
meaning given such term in Section 20.2.

 

1.97         “TA Franchise Agreement” shall mean
a franchise agreement and, if applicable, any network lease agreement
associated with such franchise agreement, between TCA, or one of its Affiliated
Persons, as franchisor, and a Person who is not an Affiliated Person of TCA, as
franchisee, for the operation of a Travel Center or other hospitality, fuel
and/or service facility by such Person.

 

1.98         “TCA” shall mean TravelCenters of
America LLC, a Delaware limited liability company, and its permitted successors
and assigns.

 

1.99         “Tenant” shall have the meaning
given such term in the preambles to this Agreement and shall also include its
permitted successors and assigns.

 

1.100       “Tenant’s Personal Property” shall
mean all motor vehicles and consumable inventory and supplies, furniture,
furnishings, equipment, movable walls and partitions, equipment and machinery
and all other tangible personal property of Tenant acquired by Tenant before,
on or after the Commencement Date and located at the Leased Property or used in
Tenant’s business at the Leased Property and all modifications, replacements,
alterations and additions to such personal property installed at the expense of
Tenant, other than any items included within the

 

17

 

definition of Fixtures which are not located at the Retained Buildings.

 

1.101       “Term” shall have the meaning given
such term in Section 2.3.

 

1.102       “Transferred Trademarks” shall mean
all trade names, trademarks, service marks, domain names, logos and other
brand- source indicia, including all goodwill related thereto, owned by or
licensed to Landlord and used in connection with any Travel Center or any other
hospitality, fuel and service facility including without limitation trade
names, trademarks, service marks, domain names, logos and other brand-source
indicia, including all goodwill related thereto, such as “TravelCenters of
America”, “TA”, “Goasis”, “Country Pride”, “Fork in the Road” and “Buckhorn
Family Restaurants” whether or not used at or on the Real Property; and all
other licensable intellectual property of any kind or character belonging to
Landlord with respect to the Leased Property.

 

1.103       “Travel Center” shall mean, with
respect to any Property, collectively, the hospitality, fuel and service
facilities located at such Property, including, hotel, food and beverage
services facilities, fuel pumps, facilities for the storage and distribution of
petroleum products, retail shops and other facilities and services being
operated or proposed to be operated on such Property.

 

1.104       “Unsuitable for Its Permitted Use”
shall mean, with respect to any Travel Center, a state or condition such that
following any damage, destruction or Condemnation, such Travel Center cannot be
operated on a commercially practicable basis for its Permitted Use and it
cannot reasonably be expected to be restored to substantially the same
condition as existed immediately before such damage, destruction or
Condemnation, and as otherwise required by this Agreement, within twenty-four
(24) months following such damage, destruction or Condemnation or such longer
period of time as to which business interruption insurance or Award proceeds is
available to cover Rent and other costs related to the applicable Property
following such damage, destruction or Condemnation.

 

1.105       “Willington Rent” shall have the
meaning given such term in Section 4.4.

 

1.106       “Work” shall have the meaning given
such term in Section 10.2.4.

 

18

 

ARTICLE 2

 

LEASED
PROPERTY AND TERM

 

2.1           Leased Property.
Upon and subject to the terms and conditions hereinafter set forth, Landlord
leases and licenses to Tenant and Tenant leases and licenses from Landlord all
of Landlord’s right, title and interest in and to all of the following (each of
items (a) through (f) below which, as of the Commencement Date, relates
to any single Travel Center, a “Property” and together with item (g) below,
collectively, the “Leased Property”, and those portions of the Leased
Property described in items (a) through (d) below being the “Real Property”),
Landlord having no right, title or interest in the Retained Buildings:

 

(a)           those
certain tracts, pieces and parcels of land, as more particularly described in Exhibits
A-1 through A-146,  attached hereto and made a part hereof (the “Land”);

 

(b)           all
buildings, structures and other improvements of every kind including, but not
limited to, underground storage tanks, alleyways and connecting tunnels,
sidewalks, utility pipes, conduits and lines (on-site and off-site), parking
areas and roadways appurtenant to such buildings and structures presently
situated upon the Land (collectively, the “Leased Improvements”);

 

(c)           all
easements, rights and appurtenances relating to the Land and the Leased
Improvements;

 

(d)           all
equipment, machinery and fixtures integral to the operation of the Leased
Improvements, and other items of property now or hereafter permanently affixed
or integral to or incorporated into the Leased Improvements, including, without
limitation, all furnaces, boilers, heaters, electrical equipment, heating,
plumbing, lighting, ventilating, refrigerating, incineration, air and water
pollution control, waste disposal, air-cooling and air-conditioning systems and
apparatus, sprinkler systems and fire and theft protection equipment, all of
which, to the maximum extent permitted by law, are hereby deemed by the parties
hereto to constitute real estate, together with all replacements,
modifications, alterations and additions thereto, but specifically excluding
all items included within the category of Tenant’s Personal Property (collectively,
the “Fixtures”);

 

19

 

(e)                                  all
of the Leased Intangible Property;

 

(f)                                    any
and all leases of space in the Leased Improvements; and

 

(g)                                 all
of the Transferred Trademarks whether or not used at or on any Property (such
rights of Tenant in the Transferred Trademarks being nonexclusive, worldwide,
non-assignable but sublicensable to the extent expressly set forth in this
Agreement).

 

2.2                                 Condition of Leased Property. Tenant acknowledges receipt and
delivery of possession of the Leased Property and Tenant accepts the Leased
Property in its “as is” condition, subject to the rights of parties in
possession, the existing state of title, including all covenants, conditions,
restrictions, reservations, mineral leases, easements and other matters of
record or that are visible or apparent on the Leased Property, all applicable
Legal Requirements, the lien of any financing instruments, mortgages and deeds
of trust existing prior to the Commencement Date or permitted by the terms of
this Agreement, and such other matters which would be disclosed by an
inspection of the Leased Property and the record title thereto or by an
accurate survey thereof. TENANT REPRESENTS THAT IT HAS INSPECTED THE LEASED
PROPERTY AND ALL OF THE FOREGOING AND HAS FOUND THE CONDITION THEREOF
SATISFACTORY AND IS NOT RELYING ON ANY REPRESENTATION OR WARRANTY OF LANDLORD
OR LANDLORD’S AGENTS OR EMPLOYEES WITH RESPECT THERETO AND TENANT WAIVES ANY
CLAIM OR ACTION AGAINST LANDLORD IN RESPECT OF THE CONDITION OF THE LEASED
PROPERTY. LANDLORD MAKES NO WARRANTY OR REPRESENTATION, EXPRESS OR IMPLIED, IN
RESPECT OF THE LEASED PROPERTY OR ANY PART THEREOF, EITHER AS TO ITS FITNESS
FOR USE, DESIGN OR CONDITION FOR ANY PARTICULAR USE OR PURPOSE OR OTHERWISE, AS
TO THE QUALITY OF THE MATERIAL OR WORKMANSHIP THEREIN, LATENT OR PATENT, IT
BEING AGREED THAT ALL SUCH RISKS ARE TO BE BORNE BY TENANT. To the maximum
extent permitted by law, however, Landlord hereby assigns to Tenant all of
Landlord’s rights to proceed against any predecessor in interest or insurer for
breaches of warranties or representations or for latent defects in the Leased
Property. Landlord shall fully cooperate with Tenant in the prosecution of any
such claims, in Landlord’s or Tenant’s name, all at Tenant’s sole cost and
expense. Tenant shall indemnify, defend, and hold harmless Landlord from and
against any loss, cost, damage or liability (including reasonable attorneys’
fees) incurred by Landlord in connection with such cooperation.

 

20

 

2.3                                 Term. The term of this Agreement (the “Term”)
shall commence on the Commencement Date and shall expire on December 31, 2022.

 

The term
hereof with respect to the Existing Third Party Trade Names and Service Mark
Rights shall be co-terminous with the duration of the third party rights
thereto as of the Commencement Date and may extend beyond the Term or any
earlier termination of the Term hereof (but not later than December 31, 2027),
and Tenant’s obligations hereunder to Landlord with respect to any such
Existing Third Party Trade Names and Service Mark Rights shall apply throughout
such additional period as if it were part of the Term; Tenant hereby
representing that such extension for the period beyond what would have been the
Term had it expired by passage of time does not apply to more than five (5)
Travel Centers or other hospitality, fuel and service facilities in the
aggregate.

 

ARTICLE 3

 

RENT

 

3.1                                 Rent. Tenant shall pay, in lawful money of
the United States of America which shall be legal tender for the payment of
public and private debts, without offset, abatement, demand or deduction
(unless otherwise expressly provided in this Agreement), Minimum Rent and
Additional Rent to Landlord and Additional Charges to the party to whom such
Additional Charges are payable, during the Term. All payments to Landlord shall
be made by wire transfer of immediately available federal funds or by other
means acceptable to Landlord in its sole discretion. Rent for any partial
calendar month shall be prorated on a per diem basis.

 

3.1.1 Minimum Rent.

 

(a)                                  Payments. Minimum Rent shall be paid in equal monthly installments in
arrears on the first Business Day of each calendar month during the Term.

 

(b)                                 Adjustments of Minimum Rent Following Disbursements Under
Sections 5.1.2(b), 10.2.3 and 11.2. Effective on the date of each
disbursement to pay for the cost of any repairs, maintenance, renovations or
replacements pursuant to Sections 5.1.2(b), 10.2.3 or 11.2, the annual
Minimum Rent shall be increased by a per  annum

 

21

 

amount equal
to the Disbursement Rate times the amount so disbursed.

 

3.1.2 Additional Rent.

 

(a)                                  Amount. Tenant shall pay additional rent (“Additional Rent”)
with respect to each Lease Year during the Term subsequent to the Base Year, with
respect to each Property, in an amount equal to the sum of (x) three-tenths of
one percent (0.3%) of Excess Fuel Gross Revenues at such Property and (y) three
percent (3%) of Excess Non-Fuel Gross Revenues at such Property; provided,
however, that in no Lease Year shall Tenant be obligated to pay an
aggregate amount on account of Excess Fuel Gross Revenues at the Leased
Property in excess of the Fuel Sales Cap.

 

(b)                                 Quarterly Installments. Installments of Additional Rent for each Lease Year during
the Term, or portion thereof, shall be calculated and paid quarterly in
arrears, on the first Business Day of the subsequent quarter, together with an
Officer’s Certificate setting forth the calculation of Additional Rent due and
payable for such quarter.

 

(c)                                  Reconciliation of Additional Rent. In addition, within seventy-five
(75) days after the end of the Base Year and each Lease Year thereafter (or any
portion thereof occurring during the Term), Tenant shall deliver, or cause to
be delivered, to Landlord (i) a financial report setting forth the Gross Fuel
Revenues and Gross Non-Fuel Revenues for each Property for such preceding Lease
Year, or portion thereof, together with an Officer’s Certificate from Tenant’s
chief financial or accounting officer certifying that such report is true and
correct, (ii) an audit of Gross Fuel Revenues and Gross Non-Fuel Revenues
prepared by a firm of independent certified public accountants proposed by
Tenant and approved by Landlord (which approval shall not be unreasonably withheld,
delayed or conditioned), and (iii) a statement showing Tenant’s calculation of
Additional Rent due for such preceding Lease Year based on the Gross Fuel
Revenues and Gross Non-Fuel Revenues set forth in such financial report,
together with an Officer’s Certificate from Tenant’s chief financial or
accounting officer certifying that such statement is true and correct.

 

If the annual Additional Rent for such preceding Lease Year
as set forth in Tenant’s statement thereof exceeds the

 

22

 

amount
previously paid with respect thereto by Tenant, Tenant shall pay such excess to
Landlord at such time as the statement is delivered, together with interest at
the Interest Rate, which interest shall accrue from the close of such preceding
Lease Year until the date that such statement is required to be delivered and,
thereafter, such interest shall accrue at the Overdue Rate, until the amount of
such difference shall be paid or otherwise discharged. If the annual Additional
Rent for such preceding Lease Year as shown in such statement is less than the
amount previously paid with respect thereto by Tenant, Landlord shall grant
Tenant a credit against the Additional Rent next coming due in the amount of
such difference, together with interest at the Interest Rate, which interest
shall accrue from the date of payment by Tenant until the date such credit is
applied or paid, as the case may be. If such credit cannot be made because the
Term has expired prior to application in full thereof, Landlord shall pay the
unapplied balance of such credit to Tenant, together with interest at the
Interest Rate, which interest shall accrue from the date of payment by Tenant
until the date of payment by Landlord.

 

(d)                       Confirmation of Additional Rent. Tenant shall utilize, or cause to
be utilized, an accounting system for the Leased Property in accordance with
its usual and customary practices and in all material respects in accordance
with GAAP, which will accurately record all Gross Fuel Revenues and all Gross
Non-Fuel Revenues and Tenant shall retain, for at least three (3) years after
the expiration of each Lease Year, reasonably adequate records conforming to
such accounting system showing all Gross Fuel Revenues and Gross Non-Fuel Revenues
for such Lease Year. Landlord, at its own expense, shall have the right,
exercisable by Notice to Tenant, by its accountants or representatives, to
audit the information set forth in the Officer’s Certificate referred to in
subparagraph (c) above and, in connection with any such audit, to examine
Tenant’s books and records with respect thereto (including supporting data and
sales and excise tax returns). Landlord shall begin such audit as soon as
reasonably possible following its receipt of the applicable Officer’s
Certificate and shall complete such audit as soon as reasonably possible
thereafter. All such audits shall be performed at the location where such books
and records are customarily kept and in such a manner so as to minimize any
interference with Tenant’s business operations. If any

 

23

 

such audit
discloses a deficiency in the payment of Additional Rent and, either Tenant
agrees with the result of such audit or the matter is otherwise determined, Tenant
shall forthwith pay to Landlord the amount of the deficiency, as finally agreed
or determined, together with interest at the Interest Rate, from the date such
payment should have been made to the date of payment thereof. If any such audit
discloses that Tenant paid more Additional Rent for any Lease Year than was due
hereunder, and either Landlord agrees with the result of such audit or the
matter is otherwise determined, Landlord shall, at Landlord’s option, either
grant Tenant a credit or pay to Tenant an amount equal to the amount of such
overpayment against Additional Rent next coming due in the amount of such
difference, as finally agreed or determined, together with interest at the
Interest Rate, which interest shall accrue from the time of payment by Tenant
until the date such credit is applied or paid, as the case may be; provided,
however, that, upon the expiration or sooner termination of the Term,
Landlord shall pay the unapplied balance of such credit to Tenant, together
with interest at the Interest Rate, which interest shall accrue from the date
of payment by Tenant until the date of payment from Landlord. Any dispute
concerning the correctness of an audit shall be settled by arbitration pursuant
to the provisions of Article 22.

 

Any proprietary information obtained by Landlord with
respect to Tenant pursuant to the provisions of this Agreement shall be treated
as confidential, except that such information may be disclosed or used, subject
to appropriate confidentiality safeguards, pursuant to court order or in any
litigation between the parties and except further that Landlord may disclose
such information to its prospective lenders, provided that Landlord shall
direct such lenders to maintain such information as confidential. The obligations
of Tenant and Landlord contained in this Section 3.1.2 shall survive the
expiration or earlier termination of this Agreement.

 

3.1.3 Additional Charges. In addition to the
Minimum Rent and Additional Rent payable hereunder, Tenant shall pay (or cause
to be paid) to the appropriate parties and discharge (or cause to be
discharged) as and when due and payable the following (collectively, “Additional
Charges”):

 

24

 

(a)                                  Impositions. Subject to Article 8 relating to permitted contests,
Tenant shall pay, or cause to be paid, all Impositions before any fine,
penalty, interest or cost (other than any opportunity cost as a result of a
failure to take advantage of any discount for early payment) may be added for
non-payment, such payments to be made directly to the taxing authorities where
feasible, and shall promptly, upon request, furnish to Landlord copies of
official receipts or other reasonably satisfactory proof evidencing such
payments. If any such Imposition may, at the option of the taxpayer, lawfully
be paid in installments (whether or not interest shall accrue on the unpaid
balance of such Imposition), Tenant may exercise the option to pay the same
(and any accrued interest on the unpaid balance of such Imposition) in
installments and, in such event, shall pay, or cause to pay, such installments
during the Term as the same become due and before any fine, penalty, premium,
further interest or cost may be added thereto. Landlord, at its expense, shall,
to the extent required or permitted by Applicable Law, prepare and file, or
cause to be prepared and filed, all tax returns and pay all taxes due in
respect of Landlord’s net income, gross receipts, sales and use, single
business, transaction privilege, rent, ad valorem, franchise taxes and taxes on
its capital stock or other equity interests, and Tenant, at its expense, shall,
to the extent required or permitted by Applicable Laws and regulations, prepare
and file all other tax returns and reports in respect of any Imposition as may
be required by Government Agencies. If any refund shall be due from any taxing
authority in respect of any Imposition paid by or on behalf of Tenant, the same
shall be paid over to or retained by Tenant. Landlord and Tenant shall, upon request
of the other, provide such data as is maintained by the party to whom the
request is made with respect to the Leased Property as may be necessary to
prepare any required returns and reports. In the event Government Agencies
classify any property covered by this Agreement as personal property, Tenant
shall file, or cause to be filed, all personal property tax returns in such
jurisdictions where it may legally so file. Each party shall, to the extent it
possesses the same, provide the other, upon request, with cost and depreciation
records necessary for filing returns for any property so classified as personal
property. Where Landlord is legally required to file personal property tax
returns for property covered by this Agreement, Landlord shall provide Tenant
with copies of assessment notices in sufficient time for Tenant to file a
protest. All

 

25

 

Impositions
assessed against such personal property shall be (irrespective of whether
Landlord or Tenant shall file the relevant return) paid by Tenant not later
than the last date on which the same may be made without interest or penalty,
subject to the provisions of Article 8.

 

Landlord shall give prompt Notice to Tenant of all
Impositions payable by Tenant hereunder of which Landlord at any time has
knowledge; provided, however, that Landlord’s failure to give any
such notice shall in no way diminish Tenant’s obligation hereunder to pay such
Impositions.

 

(b)                                 Utility Charges. Tenant shall pay or cause to be paid all charges for
electricity, power, gas, oil, water and other utilities used in connection with
the Leased Property.

 

(c)                                  Insurance Premiums. Tenant shall pay or cause to be paid all premiums for the
insurance coverage required to be maintained pursuant to Article 9.

 

(d)                                 Other Charges. Tenant shall pay or cause to be paid all other amounts,
liabilities and obligations, including, without limitation, all amounts payable
under any equipment leases and all agreements to indemnify Landlord under Section
9.5.

 

(e)                                  Reimbursement for Additional Charges. If Tenant pays or causes to be paid
property taxes or similar or other Additional Charges attributable to periods
after the end of the Term, whether upon expiration or sooner termination of
this Agreement, Tenant may, within a reasonable time after the end of the Term,
provide Notice to Landlord of its estimate of such amounts. Landlord shall
promptly reimburse Tenant for all payments of such taxes and other similar
Additional Charges that are attributable to any period after the Term of this
Agreement.

 

3.2                                 Late Payment of Rent, Etc. If any installment of Minimum Rent,
Additional Rent or Additional Charges (but only as to those Additional Charges
which are payable directly to Landlord) shall not be paid within ten (10) days
after its due date, Tenant shall pay Landlord, on demand, as Additional
Charges, a late charge (to the extent permitted by law) computed at the Overdue
Rate on the amount of such installment, from the

 

26

 

due date of
such installment to the date of payment thereof. To the extent that Tenant pays
any Additional Charges directly to Landlord or any Property Mortgagee pursuant
to any requirement of this Agreement, Tenant shall be relieved of its obligation
to pay such Additional Charges to the Entity to which they would otherwise be
due. If any payments due from Landlord to Tenant shall not be paid within ten
(10) days after its due date, Landlord shall pay to Tenant, on demand, a late
charge (to the extent permitted by law) computed at the Overdue Rate on the
amount of such installment from the due date of such installment to the date of
payment thereof.

 

In the event
of any failure by Tenant to pay any Additional Charges when due, Tenant shall
promptly pay and discharge, as Additional Charges, every fine, penalty,
interest and cost which is added for non-payment or late payment of such items.
Landlord shall have all legal, equitable and contractual rights, powers and
remedies provided either in this Agreement or by statute or otherwise in the
case of non-payment of the Additional Charges as in the case of non-payment of
the Minimum Rent and Additional Rent.

 

3.3                                 Net Lease, Etc. The Rent shall be absolutely net to Landlord so that this
Agreement shall yield to Landlord the full amount of the installments or
amounts of the Rent throughout the Term, subject to any other provisions of
this Agreement which expressly provide otherwise, including those provisions
for adjustment or abatement of such Rent. Landlord and Tenant acknowledge and
agree that none of the Rent provided for under this Agreement is allocable to
any personal property included in the Leased Property.

 

3.4                               No Termination, Abatement, Etc. Except as otherwise specifically
provided in this Agreement, each of Landlord and Tenant, to the maximum extent
permitted by law, shall remain bound by this Agreement in accordance with its
terms and shall not take any action without the consent of the other to modify,
surrender or terminate this Agreement. In addition, except as otherwise
expressly provided in this Agreement, Tenant shall not seek, or be entitled to,
any abatement, deduction, deferment or reduction of the Rent, or set-off
against the Rent, nor shall the respective obligations of Landlord and Tenant
be otherwise affected by reason of (a) any damage to or destruction of the
Leased Property, or any portion thereof, from whatever cause or any
Condemnation; (b) the lawful or unlawful prohibition of, or restriction upon,
Tenant’s use of the Leased Property, or any portion thereof, or the
interference with such use by any Person

 

27

 

or by reason
of eviction by paramount title; (c) any claim which Tenant may have against
Landlord by reason of any default (other than a monetary default) or breach of
any warranty by Landlord under this Agreement or any other agreement between
Landlord and Tenant, or to which Landlord and Tenant are parties; (d) any
bankruptcy, insolvency, reorganization, composition, readjustment, liquidation,
dissolution, winding up or other proceedings affecting Landlord or any assignee
or transferee of Landlord; or (e) for any other cause whether similar or
dissimilar to any of the foregoing (other than a monetary default by Landlord).
Except as otherwise specifically provided in this Agreement, Tenant hereby
waives all rights arising from any occurrence whatsoever, which may now or
hereafter be conferred upon it by law (a) to modify, surrender or terminate
this Agreement or quit or surrender the Leased Property, or any portion
thereof, or (b) which would entitle Tenant to any abatement, reduction,
suspension or deferment of the Rent or other sums payable or other obligations
to be performed by Tenant hereunder. The obligations of Tenant hereunder shall
be separate and independent covenants and agreements, and the Rent and all
other sums payable by Tenant hereunder shall continue to be payable in all
events unless the obligations to pay the same shall be terminated pursuant to
the express provisions of this Agreement.

 

ARTICLE 4

 

USE OF THE LEASED PROPERTY

 

4.1                                 Permitted Use.

 

4.1.1                        Permitted Use.

 

(a) Tenant shall, at all times during the Term, and at any
other time that Tenant shall be in possession of any Property, continuously use
and operate, or cause to be used and operated, such Property as a Travel
Center, as currently operated, and any uses incidental thereto. Tenant shall
operate the Travel Centers under the name Travel Centers of America or Goasis,
or such other name as TCA shall use for all or substantially all of the travel
center locations operated by it and its Affiliated Persons as of the
Commencement Date. Tenant shall not use (and shall not permit any Person to
use) any Property, or any portion thereof, for any other use without the prior
written consent of Landlord, which approval shall not be unreasonably withheld,
delayed or conditioned. No use

 

28

 

shall be
made or permitted to be made of any Property and no acts shall be done thereon
which will cause the cancellation of any insurance policy covering such
Property or any part thereof (unless another adequate policy is available) or
which would constitute a default under any ground lease affecting such
Property, nor shall Tenant sell or otherwise provide, or permit to be kept,
used or sold in or about any Property any article which may be prohibited by
law or by the standard form of fire insurance policies, or any other insurance
policies required to be carried hereunder, or fire underwriter’s regulations.
Tenant shall, at its sole cost (except as expressly provided in Section
5.1.2(b)), comply or cause to be complied with all Insurance Requirements.
Tenant shall not take or omit to take, or permit to be taken or omitted to be
taken, any action, the taking or omission of which materially impairs the value
or the usefulness of any Property or any part thereof for its Permitted Use.

 

(b) In the event that, in the reasonable determination of
Tenant, it shall no longer be economically practical to operate any Property as
currently operated, Tenant shall give Landlord Notice thereof, which Notice
shall set forth in reasonable detail the reasons therefor. Thereafter, Landlord
and Tenant shall negotiate in good faith to agree on an alternative use for
such Property, appropriate adjustments to the Additional Rent and other related
matters; provided, however, in no event shall the Minimum Rent be
reduced or abated as a result thereof. If Landlord and Tenant fail to agree on
an alternative use for such Property within sixty (60) days after commencing
negotiations as aforesaid, Tenant may market such Property for sale to a third
party. If Tenant receives a bona fide offer (an “Offer”) to purchase
such Property from a Person having the financial capacity to implement the
terms of such Offer, Tenant shall give Landlord Notice thereof, which Notice
shall include a copy of the Offer executed by such third party. In the event
that Landlord shall fail to accept or reject such Offer within thirty (30) days
after receipt of such Notice, such Offer shall be deemed to be rejected by
Landlord. If Landlord shall sell the Property pursuant to such Offer, then,
effective as of the date of such sale, this Agreement shall terminate with
respect to such Property, and the Minimum Rent shall be reduced by an amount
equal to, at Landlord’s option, (x) eight and one half percent (8.5%) of the
net proceeds of sale received by Landlord or (y) the Fair Market Value Rent of
the

 

29

 

applicable Property on the Commencement Date, such
Fair Market Value Rent to be determined by agreement of the parties or, absent
agreement, by an appraiser designated by Landlord. If Landlord shall reject (or
be deemed to have rejected) such Offer, then, effective as of the proposed date
of such sale, this Agreement shall terminate with respect to such Property, and
the Minimum Rent shall be reduced by an amount equal to, at Landlord’s option,
(x) eight and one half percent (8.5%) of the projected net proceeds determined
by reference to such Offer (and, at Landlord’s request, Tenant shall cause TCA
(or its Affiliated Persons) to enter into a franchise agreement on market terms
with Landlord or Landlord’s designee providing for the operation of such
Property by Landlord or such designee as a Travel Center under the TCA brand)
or (y) the Fair Market Value Rent of the applicable Property on the
Commencement Date, such Fair Market Value Rent to be determined by agreement of
the parties or, absent agreement, by an appraiser designated by Landlord.
Notwithstanding the foregoing, Tenant shall not have the right to invoke the
provisions of this Section 4.1.1(b) with respect to more than 15
Properties during the Term.

 

4.1.2        Necessary Approvals. Tenant shall
proceed with all due diligence and exercise reasonable efforts to obtain and
maintain, or cause to be obtained and maintained, all approvals necessary to
use and operate, for its Permitted Use, each Property and the Travel Center
located thereon under applicable law.

 

4.1.3        Lawful Use, Etc. Tenant shall not, and
shall not permit any Person to, use or suffer or permit the use of any Property
or Tenant’s Personal Property, if any, for any unlawful purpose. Tenant shall
not, and shall not permit any Person to, commit or suffer to be committed any
waste on any Property, or in any Travel Center, nor shall Tenant cause or
permit any unlawful nuisance thereon or therein. Tenant shall not, and shall
not permit any Person to, suffer nor permit any Property, or any portion thereof,
to be used in such a manner as (i) may materially and adversely impair
Landlord’s or Tenant’s title thereto or to any portion thereof, or (ii) may
reasonably allow a claim or claims for adverse usage or adverse possession by
the public, as such, or of implied dedication of such Property, or any portion
thereof.

 

4.2                                 Compliance with Legal/Insurance Requirements, Etc.  Subject to the provisions of Section
5.1.2(b) and Article 8,

 

30

 

Tenant, at its sole expense, shall (i) comply with (or cause to be
complied with) all material Legal Requirements and Insurance Requirements in
respect of the use, operation, maintenance, repair, alteration and restoration
of any Property and with the terms and conditions of any ground lease affecting
any Property, (ii) perform (or cause to be performed) in a timely fashion all
of Landlord’s obligations under any ground lease affecting any Property except
as provided in Section 4.4 and (iii) procure, maintain and comply with
(or cause to be procured, maintained and complied with) all material licenses,
permits and other authorizations and agreements required for any use of any
Property and Tenant’s Personal Property, if any, then being made, and for the
proper erection, installation, operation and maintenance of the Leased Property
or any part thereof.

 

4.3                                 Environmental Matters.

 

4.3.1        Restriction on Use, Etc. During
the Term and any other time that Tenant shall be in possession of any Property,
Tenant shall not, and shall not permit any Person to, store on, release or
spill upon, dispose of or transfer to or from such Property any Hazardous
Substance, except in compliance with all Applicable Laws. During the Term and
any other time that Tenant shall be in possession of any Property, Tenant shall
maintain (or shall cause to be maintained) such Property at all times free of
any Hazardous Substance (except in compliance with all Applicable Laws). Tenant
shall promptly (and shall direct any Manager to promptly): (a) upon receipt of
notice or knowledge, notify Landlord in writing of any material change in the
nature or extent of Hazardous Substances at any Property, (b) transmit to
Landlord a copy of any report which is required to be filed by Tenant or any
Manager with respect to any Property pursuant to SARA Title III or any other
Applicable Law, (c) transmit to Landlord copies of any citations, orders,
notices or other governmental communications received by Tenant or any Manager
or their respective agents or representatives with respect to Hazardous
Substances or violations or alleged violations of Applicable Law (each an “Environmental
Notice”), which Environmental Notice requires a written response or any
action to be taken and/or if such Environmental Notice gives notice of and/or
presents a material risk of any material violation of any Applicable Law and/or
presents a material risk of any material cost, expense, loss or damage (an “Environmental
Obligation”), (d) observe and comply with (or cause to be observed
and complied with) all Applicable Laws relating to the use, storage,
maintenance and disposal of Hazardous Substances and all orders or directives
from any official, court or agency

 

31

 

of competent jurisdiction relating to the use, storage or maintenance,
or requiring the removal, treatment, containment or other disposition of
Hazardous Substances, and (e) pay or otherwise dispose (or cause to be paid or
otherwise disposed) of any fine, charge or Imposition related to Hazardous
Substances or violations of Applicable Law for which Tenant or any Person
claiming by, through or under Tenant and/or Landlord are legally liable, unless
Tenant or any Manager shall contest the same in good faith and by appropriate
proceedings and the right to use and the value of any of the Leased Property is
not materially and adversely affected thereby.

 

If, at any time prior to the termination of this
Agreement, Hazardous Substances (other than those maintained in accordance with
Applicable Laws) are discovered on any Property, subject to Tenant’s right to
contest the same in accordance with Article 8,  Tenant shall take
(and shall cause to be taken) all actions and incur any and all expenses, as
are required by any Government Agency and by Applicable Law, (i) to clean up
and remove from and about such Property all Hazardous Substances thereon, (ii)
to contain and prevent any further discharge, release or threat of discharge or
release of Hazardous Substances on or about such Property and (iii) to use good
faith efforts to eliminate any further discharge, release or threat of
discharge or release of Hazardous Substances on or about such Property.

 

4.3.2        Environmental Report. Tenant shall, at
its sole cost and expense, provide Landlord with an Environmental Report (as
hereinafter defined), prepared by an environmental consultant reasonably
acceptable to Landlord and dated within sixty (60) days of the expiration or
sooner termination of this Agreement concluding, subject to customary
limitations and standards, that Tenant shall have complied with all of its
obligations under Section 4.3 of this Agreement to date and that the
Leased Property does not contain any Hazardous Substances, other than in
compliance with Applicable Laws, and which, at Landlord’s request, Tenant shall
remove from the Leased Property on or before the expiration or sooner
termination hereof. An “Environmental Report” shall be a so-called “Phase I”
report or such other level of investigation which shall be the standard of
diligence in the purchase or lease of similar property at the time, together
with any additional investigation and report which would be needed to make the
conclusions required above or which would customarily follow any discovery
contained in any initial report(s), and for which the investigation and testing
on which the conclusions shall have been based shall have been

 

32

 

performed not earlier than thirty (30) days prior to the date of such
report.

 

4.3.3        Survival. The provisions of this Section
4.3 shall survive the expiration or sooner termination of this Agreement.

 

4.4                                 Ground Leases. Tenant shall
pay and perform all of Landlord’s obligations as tenant under the Ground Leases
except that (a) Landlord shall pay the basic and minimum rent and percentage
rent due under the Willington Travel Center ground lease (and Tenant shall
reasonably cooperate with Landlord in providing timely information and
computations for purposes of computing such rent under such ground lease) and
(b) Tenant shall, during the term of such ground lease, pay to Landlord,
monthly in advance, the Willington Rent. The “Willington Rent” shall be
the sum of (i) all the payments required under Section 5(a) of such ground
lease on account of debt service, including without limitation, amounts
described in Section 5(a) (iii) thereof (it being understood that if such debt
service or any component thereof is ever determined on the basis of a formula
not compliant with Section 856(d) (2) of the Code, then the parties shall
renegotiate a compliant substitute for the amounts described under this clause
(i)), plus (ii) the “Fixed Component” which initially shall be
$82,270.83 per month and which shall increase annually on each October 1 to be
the product of the Fixed Component for the month prior to the increase
multiplied by the sum of 1 plus the percentage increase (if any) in the Index
(expressed as a decimal) during the year preceding the increase. To the extent
the Index shall decrease during any such prior year, the Fixed Component shall
remain unchanged. If Landlord has the right, under the provisions of any of the
Ground Leases, to elect to renew or extend the term of such Ground Leases or to
purchase the ground leased property, Tenant shall so notify Landlord at least
one hundred eighty (180) days (but no more than one (1) year) prior to the
expiration of the period within which Landlord is obligated to notify the
landlord under such Ground Leases of its election to renew, extend or purchase,
as the case may be. Such notice from Tenant shall contain all of the relevant
facts about the impending election to renew, extend or purchase, including, as
applicable, the length of the period of renewal, the rental rate and/or the
purchase price. In the event of the expiration or termination of any Ground
Lease, this Agreement shall terminate with respect to such Property as of the
date of such expiration or termination; provided, however, in
such event, there shall be no reduction in the Minimum Rent. Landlord shall
provide Tenant

 

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copies of notices received by Landlord from the lessor under any Ground
Lease.

 

ARTICLE 5

 

MAINTENANCE
AND REPAIRS

 

5.1                                 Maintenance and Repair.

 

5.1.1        Tenant’s General Obligations.

 

(a)          Tenant shall keep (or cause to be
kept), at Tenant’s sole cost and expense, the Leased Property and all private
roadways, sidewalks and curbs appurtenant thereto (and Tenant’s Personal
Property) in good order and repair, reasonable wear and tear excepted (whether
or not the need for such repairs occurs as a result of Tenant’s or any
Manager’s use, any prior use, the elements or the age of the Leased Property or
Tenant’s Personal Property or any portion thereof), and shall promptly make or
cause to be made all necessary and appropriate repairs and replacements thereto
of every kind and nature, whether interior or exterior, structural or
nonstructural, ordinary or extraordinary, foreseen or unforeseen or arising by
reason of a condition existing prior to the commencement of the Term (concealed
or otherwise). All repairs shall be made in a good, workmanlike manner,
consistent with industry standards for comparable Travel Centers in like
locales, in accordance with all applicable federal, state and local statutes,
ordinances, codes, rules and regulations relating to any such work. Tenant
shall not take or omit to take (or permit any Person to take or omit to take)
any action, the taking or omission of which would materially and adversely
impair the value or the usefulness of the Leased Property or any material part
thereof for its Permitted Use. Tenant’s use, occupancy and maintenance of the
Leased Property shall comply with all published requirements imposed from time
to time on a system-wide basis for TCA Travel Centers. Tenant’s obligations
under this Section 5.1.1 shall be limited in the event of any casualty
or Condemnation as set forth in Article 10 and Article 11 and
Tenant’s obligations with respect to Hazardous Substances are as set forth in Section
4.3.

 

(b)         Tenant shall prepare and submit to
Landlord for Landlord’s approval, on or before December 1 of each Lease Year
during the Term hereof and for the next following

 

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Lease Year, a detailed budget (the “Capital
Replacements Budget”) for each Property, projecting all costs, expenses and
expenditures expected to be incurred at such Property during the following
Lease Year for Capital Additions. Each Capital Replacements Budget shall be
supplemented by such information as Landlord shall reasonably request from time
to time.

 

(c)  Allowance. Provided that no Event of
Default shall have occurred and be continuing hereunder and Tenant shall
otherwise comply with the applicable provisions of Article 6, Landlord
shall, provide Tenant with an allowance of up to One Hundred Twenty-Five
Million Dollars ($125,000,000) (the “Allowance”) to pay for the cost of
certain improvements and additions to the Real Property as set forth on Exhibit C,
attached hereto and made a part hereof, or such other improvements and
additions as may be approved in the Capital Replacements Budget from time to
time, which improvements and additions are completed in compliance with all
applicable terms of this Agreement, on or before December 31, 2015; provided,
however, Tenant may not draw more than $25 million of the Allowance per
year during each of the first five Lease Years of the Term. Tenant shall
provide Landlord with appropriate invoices and such other documentation and
information as Landlord shall reasonably request each time Tenant requests a
disbursement of the Allowance. There shall be no adjustment of Minimum Rent in
connection with any such disbursement of the Allowance to Tenant. At Landlord’s
option, disbursements of the Allowance may be conditioned on Tenant satisfying
the applicable provisions of Section 10.2.4 for the disbursement of
insurance proceeds.

 

5.1.2        Landlord’s Obligations.

 

(a)  Except as
otherwise expressly provided in this Agreement, Landlord shall not, under any
circumstances, be required to build or rebuild any improvement on the Real
Property, or to make any repairs, replacements, alterations, restorations or
renewals of any nature or description to the Leased Property, whether ordinary
or extraordinary, structural or nonstructural, foreseen or unforeseen, or to
make any expenditure whatsoever with respect thereto, or to maintain the Leased
Property in any way. Except as otherwise expressly provided in this Agreement, Tenant
hereby waives, to the maximum extent permitted by law, the right to make
repairs at the expense

 

35

 

of Landlord pursuant to any law in effect on the
Commencement Date or thereafter enacted. Landlord shall have the right to give,
record and post, as appropriate, notices of nonresponsibility under any
mechanic’s lien laws now or hereafter existing.

 

(b) If, pursuant to the
terms of this Agreement, Tenant is required to make any Capital Expenditures, including,
without limitation, the Capital Expenditures identified in any Capital
Replacements Budget, Tenant may, at its election, advance such funds or give
Landlord Notice thereof, which Notice shall set forth, in reasonable detail, the
nature of the required Capital Expenditure, the estimated cost thereof and such
other information with respect thereto as Landlord may reasonably require. Provided
that no Event of Default shall have occurred and be continuing and Tenant shall
otherwise comply with the applicable provisions of Article 6, Landlord
shall, within ten (10) Business Days after such Notice, subject to and in accordance
with the applicable provisions of Article 6, disburse such required
funds to Tenant (or, if Tenant shall so elect, directly to the Manager or any
other Person performing the required work) and, upon such disbursement, the
Minimum Rent shall be adjusted as provided in Section 3.1.1 (b). Notwithstanding
the foregoing, Landlord may elect not to disburse such required funds to
Tenant; provided, however, that if Landlord shall elect not to disburse such
required funds as aforesaid, Tenant’s obligation to make such required Capital
Expenditure shall be deemed waived by Landlord, and, notwithstanding anything
contained in this Agreement to the contrary, Tenant shall have no obligation to
make such Capital Expenditure.

 

5.1.3        Nonresponsibility of Landlord, Etc.  All
materialmen, contractors, artisans, mechanics and laborers and other persons
contracting with Tenant with respect to the Leased Property, or any part
thereof, are hereby charged with notice that liens on the Leased Property or on
Landlord’s interest therein are expressly prohibited and that they must look
solely to Tenant to secure payment for any work done or material furnished to
Tenant or any Manager or for any other purpose during the term of this
Agreement.

 

Nothing contained in this Agreement shall be deemed
or construed in any way as constituting the consent or request of Landlord, express
or implied, by inference or otherwise, to any contractor, subcontractor, laborer
or materialmen for the

 

36

 

performance of any labor or the furnishing of any materials for any
alteration, addition, improvement or repair to the Leased Property or any part
thereof or as giving Tenant any right, power or authority to contract for or
permit the rendering of any services or the furnishing of any materials that
would give rise to the filing of any lien against the Leased Property or any
part thereof nor to subject Landlord’s estate in the Leased Property or any
part thereof to liability under any mechanic’s lien law of any State in any way,
it being expressly understood Landlord’s estate shall not be subject to any
such liability.

 

5.2           Tenant’s Personal Property. Tenant
shall provide and maintain (or cause to be provided and maintained) throughout
the Term all such Tenant’s Personal Property as shall be necessary in order to
operate in compliance with applicable material Legal Requirements and Insurance
Requirements and otherwise in accordance with customary practice in the
industry for the Permitted Use. If, from and after the Commencement Date, Tenant
acquires an interest in any item of tangible personal property (other than
motor vehicles) on, or in connection with, the Leased Property, or any portion
thereof, which belongs to anyone other than Tenant, Tenant shall require the
agreements permitting such use to provide that Landlord or its designee may
assume Tenant’s rights and obligations under such agreement upon Landlord’s
purchase of the same in accordance with the provisions of Article 15
and the assumption of management or operation of the Travel Center by Landlord
or its designee.

 

5.3           Yield Up. Upon the expiration or sooner
termination of this Agreement, Tenant shall remove all of Tenant’s Personal
Property (other than that purchased by Landlord pursuant to Article 15)
and vacate and surrender the Leased Property to Landlord (except that Tenant
shall not surrender its rights to use the trade names, trademarks, service
marks, domain names, logos and other brand-source indicia, including all
goodwill related thereto, to the extent necessary for it to comply with its
obligations with respect to the Existing Third Party Trade Names and Service
Mark Rights until the various dates on which the rights thereto of such third
parties expire, to the extent and as more particularly described in Section 2.3)
in substantially the same condition in which the Leased Property was in on the
Commencement Date, except as repaired, rebuilt, restored, altered or added to
as permitted or required by the provisions of this Agreement, reasonable wear
and tear excepted (and casualty damage and Condemnation, in the event that this
Agreement is terminated following a casualty or Condemnation in accordance with
Article 10 or Article 11, excepted).

 

37

 

Notwithstanding the foregoing, as to any Property which contains
Retained Buildings (other than those, if any, which are to be surrendered to
the landlord under any Ground Lease), Tenant shall, at the expiration or
earlier termination of this Agreement (or in the case of any termination of
this Agreement pursuant to Section 4.1.1 with respect to a Property
containing such Retained Buildings), remove such Retained Buildings and surrender
the Property to Landlord without such Retained Buildings but otherwise in the
condition required above unless Landlord shall, prior to the end of the Term, elect
to purchase such Retained Buildings on any Property for the Fair Market Value
thereof as of the last day of the Term, such Fair Market Value to be determined
by agreement of the parties or, absent agreement, by an appraiser designated by
Landlord.

 

In addition, upon the expiration or earlier
termination of this Agreement, Tenant shall, at Landlord’s sole cost and
expense, use its good faith efforts to transfer (or cause to be transferred) to
Landlord or its nominee, and cooperate with Landlord or Landlord’s nominee in
connection with the processing of all applications for, licenses, operating permits
and other governmental authorizations and all contracts, including contracts
with Government Agencies and rights with third party franchisors which may be
necessary for the use and operation of the Travel Centers as then operated (all
such licenses, permits, authorizations and contracts being “Operating Rights”).
Tenant hereby appoints Landlord as its attorney-in-fact, with full power of
substitution, for the purpose of carrying out the provisions of this paragraph
and taking any action, including, without limitation, executing, delivering and
filing applications, certificates, instruments and other documents and papers
with Government Agencies, and executing any instruments, assignments, conveyances,
and other transfers which are required to be taken or executed by Tenant, on
its behalf and in its name, which appointment is coupled with an interest, is
irrevocable and durable and shall survive the subsequent dissolution of Tenant.

 

If requested by Landlord, Tenant shall continue to
manage one or more of the Travel Centers after the expiration of the Term for
up to one hundred eighty (180) days, on such reasonable terms (including
receipt by Tenant of a market management fee), as Landlord shall reasonably
request.

 

5.4           Management and Franchise Agreements. Tenant
shall not, without Landlord’s prior written consent (which consent shall not be
unreasonably withheld, delayed or conditioned with

 

38

 

respect to Tenant’s Affiliated Persons), enter into, amend or modify
the provisions of, or extend or renew (or allow to be entered into, amended, modified,
extended or renewed) any Management Agreement or TA Franchise Agreement. Any
agreements entered into pursuant to the provisions of this Section 5.4
shall be subordinate to this Agreement and shall provide, inter alia, that
all amounts due from Tenant thereunder shall be subordinate to all amounts due
from Tenant to Landlord (provided that, as long as no Event of Default has
occurred and is continuing, Tenant may pay all amounts due from it thereunder) and
for termination thereof, at Landlord’s option, upon the termination of this
Agreement. Tenant shall not take any action, grant any consent or permit any
action or consent under, any Management Agreement or TA Franchise Agreement
which might have a material adverse effect on Landlord, without the prior
written consent of Landlord. Tenant shall enforce, or cause to be enforced, all
rights of the franchisor under the TA Franchise Agreements. Upon the expiration
or earlier termination of any TA Franchise Agreement with respect to any
Property, Tenant shall operate the applicable Property in accordance with the
applicable provisions of this Agreement.

 

ARTICLE 6

 

IMPROVEMENTS, ETC.

 

6.1           Improvements to the Leased Property. Tenant
shall not make, construct or install (or permit to be made, constructed or
installed) any Capital Additions without, in each instance, obtaining
Landlord’s prior written consent, which consent shall not be unreasonably
withheld, delayed or conditioned provided that (a) construction or
installation of the same would not adversely affect or violate any material
Legal Requirement or Insurance Requirement applicable to any Property and
(b) Landlord shall have received an Officer’s Certificate certifying as to
the satisfaction of the conditions set out in clause (a) above; provided,
however, that no such consent shall be required in the event immediate
action is required to prevent imminent harm to person or property or with
respect to any Capital Addition approved in the applicable Capital Replacements
Budget and having an aggregate cost not to exceed $250,000. Prior to commencing
construction of any Capital Addition, Tenant shall submit to Landlord, in
writing, a proposal setting forth, in reasonable detail, any such proposed
improvement and shall provide to Landlord such plans and specifications, and
such permits, licenses, contracts and such other information concerning the
same as Landlord may reasonably request.

 

39

 

Landlord shall have thirty (30) days to review all materials submitted
to Landlord in connection with any such proposal. Failure of Landlord to
respond to Tenant’s proposal within thirty (30) days after receipt of all
information and materials requested by Landlord in connection with the proposed
improvement shall be deemed to constitute approval of the same. Without
limiting the generality of the foregoing, such proposal shall indicate the
approximate projected cost of constructing such proposed improvement and the
use or uses to which it will be put. No Capital Addition shall be made which
would tie in or connect any Leased Improvements with any other improvements on
property adjacent to any Property (and not part of the Land) including, without
limitation, tie-ins of buildings or other structures or utilities. Except as
permitted herein, Tenant shall not finance the cost of any construction of such
improvement by the granting of a lien on or security interest in the Leased
Property or such improvement, or Tenant’s interest therein, without the prior
written consent of Landlord, which consent may be withheld by Landlord in
Landlord’s sole discretion. Any such improvements shall, upon the expiration or
sooner termination of this Agreement, remain or pass to and become the property
of Landlord, free and clear of all encumbrances other than Permitted
Encumbrances, except as provided in Section 5.3 with respect to Retained
Buildings.

 

6.2           Salvage. All
materials which are scrapped or removed in connection with the making of either
Capital Additions or non-Capital Additions or repairs required by Article 5
shall be or become the property of the party that paid for such work.

 

ARTICLE 7

LIENS

 

Subject to Article 8, Tenant shall use
its best efforts not, directly or indirectly, to create or allow to remain and
shall promptly discharge (or cause to be discharged), at its expense, any lien,
encumbrance, attachment, title retention agreement or claim upon the Leased
Property, or any portion thereof, or Tenant’s leasehold interest therein or any
attachment, levy, claim or encumbrance in respect of the Rent, other than
(a) Permitted Encumbrances, (b) restrictions, liens and other
encumbrances which are consented to in writing by Landlord, (c) liens for
those taxes of Landlord which Tenant is not required to pay hereunder,
(d) subleases permitted by Article 16, (e) liens for
Impositions or for sums resulting from noncompliance with Legal Requirements so
long as (i) the same

 

40

 

are not yet due and payable, or (ii) are being contested in
accordance with Article 8, (f) liens of mechanics, laborers, materialmen,
suppliers or vendors incurred in the ordinary course of business that are not
yet due and payable or are for sums that are being contested in accordance with
Article 8, (g) any Property Mortgages or other liens which are
the responsibility of Landlord pursuant to the provisions of Article 20
and (h) Landlord Liens and any other voluntary liens created by Landlord.

 

ARTICLE 8

 

PERMITTED
CONTESTS

 

Tenant shall have the right to contest the amount or
validity of any Imposition, Legal Requirement, Insurance Requirement, Environmental
Obligation, lien, attachment, levy, encumbrance, charge or claim (collectively,
“Claims”) as to the Leased Property, by appropriate legal proceedings, conducted
in good faith and with due diligence, provided that (a) the foregoing
shall in no way be construed as relieving, modifying or extending Tenant’s
obligation to pay (or cause to be paid) any Claims as finally determined,
(b) such contest shall not cause Landlord or Tenant to be in default under
any ground lease, mortgage or deed of trust encumbering the Leased Property, or
any portion thereof (Landlord agreeing that any such ground lease, mortgage or
deed of trust shall permit Tenant to exercise the rights granted pursuant to
this Article 8) or any interest therein or result in or reasonably
be expected to result in a lien attaching to the Leased Property, or any
portion thereof, (c) no part of the Leased Property nor any Rent therefrom
shall be in any immediate danger of sale, forfeiture, attachment or loss, and
(d) Tenant shall indemnify and hold harmless Landlord from and against any
cost, claim, damage, penalty or reasonable expense, including reasonable
attorneys’ fees, incurred by Landlord in connection therewith or as a result
thereof. Landlord agrees to join in any such proceedings if required legally to
prosecute such contest, provided that Landlord shall not thereby be subjected
to any liability therefor (including, without limitation, for the payment of
any costs or expenses in connection therewith) unless Tenant agrees by
agreement in form and substance reasonably satisfactory to Landlord, to assume
and indemnify Landlord with respect to the same. Tenant shall be entitled to
any refund of any Claims and such charges and penalties or interest thereon
which have been paid by Tenant or paid by Landlord to the extent that Landlord
has been fully reimbursed by Tenant. If Tenant shall fail (x)

 

41

 

to pay or cause to be paid any Claims when finally determined,
(y) to provide reasonable security therefor or (z) to prosecute or
cause to be prosecuted any such contest diligently and in good faith, Landlord
may, upon reasonable notice to Tenant (which notice shall not be required if
Landlord shall reasonably determine that the same is not practicable), pay such
charges, together with interest and penalties due with respect thereto, and
Tenant shall reimburse Landlord therefor, upon demand, as Additional Charges.

 

ARTICLE 9

 

INSURANCE
AND INDEMNIFICATION

 

9.1           General Insurance Requirements. Tenant
shall, at all times during the Term and at any other time Tenant shall be in
possession of any Property, or any portion thereof, keep (or cause to be kept) such
Property and all property located therein or thereon, insured against the risks
and in such amounts as Landlord shall reasonably require and may be
commercially reasonable. Tenant shall prepare a proposal setting forth the
insurance Tenant proposes to be maintained with respect to each Property during
the ensuing Lease Year, and shall submit such proposal to Landlord on or before
December 1st of the preceding Lease Year, for Landlord’s
review and approval, which approval shall not be unreasonably withheld, delayed
or conditioned. In the event that Landlord shall fail to respond within thirty
(30) days after receipt of such proposal, such proposal shall be deemed
approved.

 

9.2           Waiver of Subrogation. Landlord and
Tenant agree that (insofar as and to the extent that such agreement may be
effective without invalidating or making it impossible to secure insurance
coverage from responsible insurance companies doing business in any State) with
respect to any property loss which is covered by insurance then being carried
by Landlord or Tenant, the party carrying such insurance and suffering said
loss releases the others of and from any and all claims with respect to such
loss; and they further agree that their respective insurance companies (and, if
Landlord or Tenant shall self insure in accordance with the terms hereof, Landlord
or Tenant, as the case may be) shall have no right of subrogation against the
other on account thereof, even though extra premium may result therefrom. In
the event that any extra premium is payable by Tenant as a result of this
provision, Landlord shall not be liable for reimbursement to Tenant for such
extra premium.

 

42

 

9.3           Form Satisfactory, Etc. All
insurance policies and endorsements required pursuant to this Article 9
shall be fully paid for, nonassessable, and issued by reputable insurance
companies authorized to do business in the State and having a general policy
holder’s rating of no less than A in Best’s latest rating guide. All property, business
interruption, liability and flood insurance policies with respect to each
Property shall include no deductible in excess of Five Hundred Thousand Dollars
($500,000). At all times, all property, business interruption, liability and
flood insurance policies, with the exception of worker’s compensation insurance
coverage, shall name Landlord and any Property Mortgagee as additional insureds,
as their interests may appear. All loss adjustments shall be payable as
provided in Article 10, except that losses under liability and
worker’s compensation insurance policies shall be payable directly to the party
entitled thereto. Tenant shall cause all insurance premiums to be paid and
shall deliver (or cause to be delivered) policies or certificates thereof to
Landlord prior to their effective date (and, with respect to any renewal policy,
prior to the expiration of the existing policy). All such policies shall
provide Landlord (and any Property Mortgagee if required by the same) thirty (30)
days prior written notice of any material change or cancellation of such policy.
In the event Tenant shall fail to effect (or cause to be effected) such
insurance as herein required, to pay (or cause to be paid) the premiums
therefor or to deliver (or cause to be delivered) such policies or certificates
to Landlord or any Property Mortgagee at the times required, Landlord shall
have the right, upon Notice to Tenant, but not the obligation, to acquire such
insurance and pay the premiums therefor, which amounts shall be payable to
Landlord, upon demand, as Additional Charges, together with interest accrued
thereon at the Overdue Rate from the date such payment is made until (but
excluding) the date repaid.

 

9.4           No Separate Insurance; Self-Insurance. Tenant
shall not take (or permit any Person to take) out separate insurance, concurrent
in form or contributing in the event of loss with that required by this Article 9,
or increase the amount of any existing insurance by securing an additional
policy or additional policies, unless all parties having an insurable interest
in the subject matter of such insurance, including Landlord and all Property
Mortgagees, are included therein as additional insureds and the loss is payable
under such insurance in the same manner as losses are payable under this
Agreement. In the event Tenant shall take out any such separate insurance or
increase any of the amounts of the then existing insurance,

 

43

 

Tenant shall give Landlord prompt Notice thereof. Tenant shall not
self-insure (or permit any Person to self-insure).

 

9.5           Indemnification of Landlord. Notwithstanding
the existence of any insurance provided for herein and without regard to the policy
limits of any such insurance, Tenant shall protect, indemnify and hold harmless
Landlord for, from and against all liabilities, obligations, claims, damages, penalties,
causes of action, costs and reasonable expenses (including, without limitation,
reasonable attorneys’ fees), to the maximum extent permitted by law, imposed
upon or incurred by or asserted against Landlord by reason of the following, except
to the extent caused by Landlord’s gross negligence or willful misconduct:
(a) any accident or injury to, or death of, persons or loss of or damage
to property occurring on or about any Property or portion thereof or adjoining
sidewalks or rights of way during the Term, (b) any past, present or
future condition or use, misuse, non-use, management, maintenance or repair by
Tenant, any Manager or anyone claiming under any of them of any Property, Tenant’s
Personal Property or Transferred Trademarks, or any litigation, proceeding or
claim by governmental entities (other than Condemnation proceedings) or other
third parties relating to any Property or portion thereof or Tenant’s Personal
Property or such use, misuse, non-use, condition, management, maintenance, or
repair thereof, including failure to perform obligations under this Agreement, to
which Landlord is made a party during the Term (limited, in the case of
Environmental Obligations, to those provided in Section 4.3.1),
(c) any Impositions that are the obligations of Tenant to pay pursuant to
the applicable provisions of this Agreement, and (d) any failure on the
part of Tenant or anyone claiming under Tenant to perform or comply with any of
the terms of this Agreement. Tenant, at its expense, shall contest, resist and
defend any such claim, action or proceeding asserted or instituted against
Landlord (and shall not be responsible for any duplicative attorneys’ fees
incurred by Landlord) or may compromise or otherwise dispose of the same, with
Landlord’s prior written consent (which consent may not be unreasonably
withheld, delayed or conditioned). The obligations of Tenant under this Section 9.5
shall survive the termination of this Agreement.

 

ARTICLE 10

 

CASUALTY

 

10.1         Insurance Proceeds. Except as provided
in the last clause of this sentence, all proceeds payable by reason of any

 

44

 

loss or damage to any Property, or any portion thereof, and insured
under any policy of insurance required by Article 9 (other than the
proceeds of any business interruption insurance or insurance proceeds for
Tenant’s Personal Property or the Retained Buildings) shall be paid directly to
Landlord (subject to the provisions of Section 10.2) and all loss
adjustments with respect to losses payable to Landlord shall require the prior
written consent of Landlord, which consent shall not be unreasonably withheld, delayed
or conditioned; provided, however, that, so long as no Event of
Default shall have occurred and be continuing, all such proceeds less than or
equal to Two Hundred Fifty Thousand Dollars ($250,000) shall be paid directly
to Tenant and such losses may be adjusted without Landlord’s consent. If Tenant
is required to reconstruct or repair any Property as provided herein, such
proceeds shall be paid out by Landlord from time to time for the reasonable
costs of reconstruction or repair of such Property necessitated by such damage
or destruction, subject to and in accordance with the provisions of Section 10.2.4.
Any excess proceeds of insurance remaining after the completion of the
restoration shall be paid to Tenant. In the event that the provisions of Section 10.2.1
are applicable, the insurance proceeds shall be retained by the party entitled
thereto pursuant to Section 10.2.1. Insurance proceeds received by
Tenant as result of any damage to Retained Buildings shall be applied by Tenant
to reconstruct or repair the Retained Buildings subject to and in accordance
with, and as if received by Tenant from Landlord under, the provisions of Section 10.2.4

 

10.2         Damage or Destruction.

 

10.2.1      Damage or Destruction of Leased Property. If,
during the Term, any Property shall be totally or partially destroyed and the
Travel Center located thereon is thereby rendered Unsuitable for Its Permitted
Use, either Landlord or Tenant may, by the giving of Notice thereof to the
other, terminate this Agreement with respect to such affected Property, whereupon,
this Agreement shall terminate with respect to such affected Property, Landlord
shall be entitled to retain the insurance proceeds payable on account of such
damage (other than insurance proceeds attributable to the Retained Buildings), Tenant
shall pay to Landlord the amount of any deductible under the insurance policies
covering such Travel Center (excluding any deductible attributable to a loss
relating to any Retained Buildings), the amount of any uninsured loss and any
difference between the replacement cost of the affected Property (exclusive of
any Retained Buildings) and the casualty insurance proceeds

 

45

 

therefor, and the Minimum Rent shall be reduced by, at Landlord’s
option, (x) eight and one-half percent (8.5%) of the total amount received
by Landlord or (y) the Fair Market Value Rent of the applicable Property
on the Commencement Date, such Fair Market Value Rent to be determined by
agreement of the parties or, absent agreement, an appraiser designated by
Landlord.

 

10.2.2      Partial Damage or Destruction. If, during
the Term, any Property shall be totally or partially destroyed but the Travel
Center located thereon is not rendered Unsuitable for Its Permitted Use, Tenant
shall, subject to Section 10.2.3, promptly restore such Travel
Center as provided in Section 10.2.4.

 

10.2.3      Insufficient Insurance Proceeds. If the
cost of the repair or restoration of the applicable Travel Center exceeds the
amount of insurance proceeds received by Landlord and Tenant pursuant to Section 9.1,
Tenant shall give Landlord Notice thereof which notice shall set forth in
reasonable detail the nature of such deficiency and whether Tenant shall pay
and assume the amount of such deficiency (Tenant having no obligation to do so,
except that, if Tenant shall elect to make such funds available, the same shall
become an irrevocable obligation of Tenant pursuant to this Agreement). In the
event Tenant shall elect not to pay and assume the amount of such deficiency, Landlord
shall have the right (but not the obligation), exercisable in Landlord’s sole
discretion by Notice to Tenant, given within sixty (60) days after Tenant’s
notice of the deficiency, to elect to make available for application to the
cost of repair or restoration the amount of such deficiency; provided, however,
in such event, upon any disbursement by Landlord thereof, the Minimum Rent
shall be adjusted as provided in Section 3.1.1(b). In the event
that neither Landlord nor Tenant shall elect to make such deficiency available
for restoration, either Landlord or Tenant may terminate this Agreement with
respect to the affected Property by Notice to the other, whereupon, this
Agreement shall so terminate and insurance proceeds shall be distributed as
provided in Section 10.2.1. It is expressly understood and agreed, however,
that, notwithstanding anything in this Agreement to the contrary, Tenant shall
be strictly liable and solely responsible for the amount of any deductible and
shall, upon any insurable loss, pay over the amount of such deductible (excluding
any deductible attributable to a loss relating to any Retained Building) to
Landlord at the time and in the manner herein provided for payment of the
applicable proceeds to Landlord.

 

46

 

10.2.4      Disbursement of Proceeds. In the event
Tenant is required to restore any Property pursuant to Section 10.2
and this Agreement is not terminated as to such Property pursuant to this Article 10,
Tenant shall commence (or cause to be commenced) promptly and continue
diligently to perform (or cause to be performed) the repair and restoration of
such Property (hereinafter called the “Work”), so as to restore (or cause
to be restored) the applicable Property in material compliance with all Legal
Requirements and so that such Property shall be, to the extent practicable, substantially
equivalent in value and general utility to its general utility and value
immediately prior to such damage or destruction. Subject to the terms hereof, Landlord
shall advance the insurance proceeds and any additional amounts payable by
Landlord pursuant to Section 10.2.3 or otherwise deposited with
Landlord to Tenant regularly during the repair and restoration period so as to
permit payment for the cost of any such restoration and repair. Any such
advances shall be made not more often than monthly within ten (10) Business
Days after Tenant submits to Landlord a written requisition and substantiation
therefor on AIA Forms G702 and G703 (or on such other form or forms as may be
reasonably acceptable to Landlord). Landlord may, at its option, condition
advancement of such insurance proceeds and other amounts on (i) its
approval of plans and specifications of an architect satisfactory to Landlord (which
approval shall not be unreasonably withheld, delayed or conditioned),
(ii) general contractors’ estimates, (iii) architect’s certificates,
(iv) conditional lien waivers of general contractors, if available,
(v) evidence of approval by all governmental authorities and other
regulatory bodies whose approval is required, (vi) if Tenant has elected
to advance deficiency funds pursuant to Section 10.2.3, Tenant
depositing the amount thereof with Landlord and (vii) such other
certificates as Landlord may, from time to time, reasonably require.

 

Landlord’s obligation to disburse insurance proceeds
under this Article 10 shall be subject to the release of such
proceeds by any Property Mortgagee to Landlord.

 

Tenant’s obligation to restore the applicable
Property pursuant to this Article 10 shall be subject to the
release of available insurance proceeds by the applicable Property Mortgagee to
Landlord or directly to Tenant and, in the event such proceeds are insufficient,
Landlord electing to make such deficiency available therefor (and disbursement
of such deficiency).

 

47

 

10.3         Damage Near End of Term. Notwithstanding
any provisions of Section 10.1 or 10.2 to the contrary, if damage
to or destruction of any Property occurs during the last twelve (12) months of
the Term and if such damage or destruction cannot reasonably be expected to be
fully repaired and restored prior to the date that is six (6) months prior
to the end of the Term, the provisions of Section 10.2.1 shall
apply as if such Property had been totally or partially destroyed and the
Travel Center thereon rendered Unsuitable for Its Permitted Use.

 

10.4         Tenant’s Personal Property. All
insurance proceeds payable by reason of any loss of or damage to any of
Tenant’s Personal Property shall be paid to Tenant and, to the extent necessary
to repair or replace Tenant’s Personal Property in accordance with Section 10.5,
Tenant shall hold such proceeds in trust to pay the cost of repairing or
replacing damaged Tenant’s Personal Property.

 

10.5         Restoration of Tenant’s Personal Property. If
Tenant is required to restore any Property as hereinabove provided, Tenant
shall either (a) restore all alterations and improvements made by Tenant
and Tenant’s Personal Property, or (b) replace such alterations and
improvements and Tenant’s Personal Property with improvements or items of the
same or better quality and utility in the operation of such Property.

 

10.6         No Abatement of Rent. This Agreement
shall remain in full force and effect and Tenant’s obligation to make all
payments of Rent and to pay all other charges as and when required under this
Agreement shall remain unabated during the Term notwithstanding any damage involving
the Leased Property, or any portion thereof (provided that Landlord shall
credit against such payments any amounts paid to Landlord as a consequence of
such damage under any business interruption insurance obtained by Tenant
hereunder). The provisions of this Article 10 shall be considered
an express agreement governing any cause of damage or destruction to the Leased
Property, or any portion thereof, and, to the maximum extent permitted by law, no
local or State statute, laws, rules, regulation or ordinance in effect during
the Term which provide for such a contingency shall have any application in
such case.

 

10.7         Waiver. Tenant hereby waives any
statutory rights of termination which may arise by reason of any damage or
destruction of the Leased Property, or any portion thereof.

 

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ARTICLE 11

 

CONDEMNATION

 

11.1         Total Condemnation, Etc.  If
either (i) the whole of any Property shall be taken by Condemnation or
(ii) a Condemnation of less than the whole of any Property renders any
Property Unsuitable for Its Permitted Use, this Agreement shall terminate with
respect to such Property, and Tenant and Landlord shall seek the Award for
their interests in the applicable Property as provided in Section 11.5.
Upon payment to Landlord of any such Award, the Minimum Rent shall be reduced
by, at Landlord’s option, (x) eight and one-half percent (8.5%) of the
amount of such Award received by Landlord, or (y) the Fair Market Value
Rent of the applicable Property on the Commencement Date, such Fair Market
Value Rent to be determined by agreement of the parties or, absent agreement, an
appraiser designated by Landlord.

 

11.2         Partial Condemnation. In the event of a
Condemnation of less than the whole of any Property such that such Property is
still suitable for its Permitted Use, Tenant shall, to the extent of the Award
and any additional amounts disbursed by Landlord as hereinafter provided, commence
(or cause to be commenced) promptly and continue diligently to restore (or
cause to be restored) the untaken portion of the applicable Leased Improvements
so that such Leased Improvements shall constitute a complete architectural unit
of the same general character and condition (as nearly as may be possible under
the circumstances) as such Leased Improvements existing immediately prior to
such Condemnation, in material compliance with all Legal Requirements, subject
to the provisions of this Section 11.2. If the cost of the repair
or restoration of the affected Property exceeds the amount of the Award, Tenant
shall give Landlord Notice thereof which notice shall set forth in reasonable
detail the nature of such deficiency and whether Tenant shall pay and assume
the amount of such deficiency (Tenant having no obligation to do so, except
that if Tenant shall elect to make such funds available, the same shall become
an irrevocable obligation of Tenant pursuant to this Agreement). In the event
Tenant shall elect not to pay and assume the amount of such deficiency, Landlord
shall have the right (but not the obligation), exercisable at Landlord’s sole
election by Notice to Tenant given within sixty (60) days after Tenant’s Notice
of the deficiency, to elect to make available for application to the cost of
repair or restoration the amount of such deficiency; provided, however,
in such event, upon any disbursement by

 

49

 

Landlord thereof, the Minimum Rent shall be adjusted as provided in Section 3.1.1
(b). In the event that neither Landlord nor Tenant shall elect to make such
deficiency available for restoration, either Landlord or Tenant may terminate
this Agreement with respect to the affected Property and the entire Award shall
be allocated as set forth in Section 11.5.

 

Subject to the terms hereof, Landlord shall
contribute to the cost of restoration that part of the Award received by
Landlord and necessary to complete such repair or restoration, together with
severance and other damages awarded to Landlord for the taken Leased
Improvements and any deficiency Landlord has agreed to disburse, to Tenant
regularly during the restoration period so as to permit payment for the cost of
such repair or restoration. Landlord may, at its option, condition advancement
of such portion of the Award and other amounts on (a) its approval of
plans and specifications of an architect satisfactory to Landlord (which
approval shall not be unreasonably withheld, delayed or conditioned), (b) general
contractors’ estimates, (c) architect’s certificates, (d) conditional
lien waivers of general contractors, if available, (e) evidence of approval
by all governmental authorities and other regulatory bodies whose approval is
required, (f) if Tenant has elected to advance deficiency funds pursuant
to the preceding paragraph, Tenant depositing the amount thereof with Landlord
and (g) such other certificates as Landlord may, from time to time, reasonably
require. Landlord’s obligation under this Section 11.2 to disburse
the Award and such other amounts shall be subject to (x) the collection
thereof by Landlord and (y) the satisfaction of any applicable
requirements of any Property Mortgage, and the release of such Award by the
applicable Property Mortgagee. Tenant’s obligation to restore the Leased
Property shall be subject to the release of any portion of the Award by the
applicable Property Mortgagee to Landlord.

 

11.3         Abatement of Rent. Other than as
specifically provided in this Agreement, this Agreement shall remain in full
force and effect and Tenant’s obligation to make all payments of Rent and to
pay all other charges as and when required under this Agreement shall remain
unabated during the Term notwithstanding any Condemnation involving the Leased
Property, or any portion thereof. The provisions of this Article 11
shall be considered an express agreement governing any Condemnation involving
the Leased Property and, to the maximum extent permitted by law, no local or
State statute, law, rule,

 

50

 

regulation or
ordinance in effect during the Term which provides for such a contingency shall
have any application in such case.

 

11.4         Temporary
Condemnation. In the event of any temporary Condemnation of any
Property or Tenant’s interest therein, this Agreement shall continue in full
force and effect and Tenant shall continue to pay (or cause to be paid), in the
manner and on the terms herein specified, the full amount of the Rent. Tenant
shall continue to perform and observe (or cause to be performed and observed)
all of the other terms and conditions of this Agreement on the part of the
Tenant to be performed and observed. The entire amount of any Award made for
such temporary Condemnation allocable to the Term, whether paid by way of
damages, rent or otherwise, shall be paid to Tenant. Tenant shall, promptly
upon the termination of any such period of temporary Condemnation, at its sole
cost and expense, restore the affected Property to the condition that existed
immediately prior to such Condemnation, in material compliance with all
applicable Legal Requirements, unless such period of temporary Condemnation
shall extend beyond the expiration of the Term, in which event Tenant shall not
be required to make such restoration.

 

11.5         Allocation
of Award. Except as provided in Section 11.4 and the
second sentence of this Section 11.5, the total Award shall be solely
the property of and payable to Landlord. Any portion of the Award made for the
taking of Tenant’s leasehold interest in the Leased Property, loss of business
during the remainder of the Term, the taking of Retained Buildings, the taking
of Tenant’s Personal Property, the taking of Capital Additions paid for by
Tenant and Tenant’s removal and relocation expenses shall be the sole property
of and payable to Tenant. In any Condemnation proceedings, Landlord and Tenant
shall each seek its own Award in conformity herewith, at its own expense.

 

ARTICLE 12

 

DEFAULTS AND REMEDIES

 

12.1         Events
of Default. The occurrence of any one or more of the following
events shall constitute an “Event of Default” hereunder:

 

(a)           should Tenant fail to make any
payment of the Rent or any other sum payable hereunder when due; or

 

51

 

(b)           should Tenant default in the due
observance or performance of any of the terms, covenants or agreements
contained herein to be performed or observed by it (other than as specified in
clause (a) above) and should such default continue for a period of thirty
(30) days after Notice thereof from Landlord to Tenant; provided, however,
that if such default is susceptible of cure but such cure cannot be accomplished
with due diligence within such period of time and if, in addition, Tenant
commences to cure or cause to be cured such default within thirty (30) days
after Notice thereof from Landlord and thereafter prosecutes the curing of such
default with all due diligence, such period of time shall be extended to such
period of time (not to exceed an additional ninety (90) days in the aggregate)
as may be necessary to cure such default with all due diligence; or

 

(c)           should any obligation of Tenant or
any Guarantor in respect of any Indebtedness of Ten Million Dollars
($10,000,000) or more for money borrowed or for any material property or
services, or any guaranty relating thereto, be declared to be or become due and
payable prior to the stated maturity thereof, or should there occur and be
continuing with respect to any such Indebtedness any event of default under any
instrument or agreement evidencing or securing the same, the effect of which is
to permit the holder or holders of such instrument or agreement or a trustee,
agent or other representative on behalf of such holder or holders, to cause any
such obligations to become due prior to its stated maturity; or

 

(d)           should an event of default occur and
be continuing beyond the expiration of any applicable cure period under any
Guaranty; or

 

(e)           should Tenant or any Guarantor
generally not be paying its debts as they become due or should Tenant or any
Guarantor make a general assignment for the benefit of creditors; or

 

(f)            should any petition be filed by or
against Tenant or any Guarantor under the Federal bankruptcy laws, or should
any other proceeding be instituted by or against Tenant or any Guarantor
seeking to adjudicate Tenant or any Guarantor a bankrupt or insolvent, or
seeking liquidation, reorganization, arrangement, adjustment or composition of
Tenant’s or any Guarantor’s debts under any law relating to bankruptcy,
insolvency or reorganization or relief of debtors, or seeking the entry of an
order for relief or the appointment of a receiver, trustee, custodian or other
similar official for

 

52

 

Tenant or any
Guarantor or for any substantial part of the property of Tenant or any
Guarantor and such proceeding is not dismissed within one hundred eighty (180)
days after institution thereof; or

 

(g)           should Tenant or any Guarantor cause
or institute any proceeding for its dissolution or termination; or

 

(h)           should the estate or interest of
Tenant in the Leased Property or any part thereof be levied upon or attached in
any proceeding and the same shall not be vacated or discharged within the later
of (x) ninety (90) days after commencement thereof, unless the amount in
dispute is less than $250,000, in which case Tenant shall give Notice to
Landlord of the dispute but Tenant may defend in any suitable way, and
(y) two hundred seventy (270) days after receipt by Tenant of Notice
thereof from Landlord (unless Tenant shall be contesting such lien or
attachment in good faith in accordance with Article 8); or

 

(i)            should there occur any direct or
indirect Change in Control of Tenant or any Guarantor, except as otherwise
permitted by Article 16;

 

then, and in any
such event, Landlord, in addition to all other remedies available to it, may
terminate this Agreement with respect to any or all of the Leased Property
(except with respect to any Existing Third Party Trade Names and Service Mark
Rights to the extent and as more particularly described in Section 2.3)
by giving Notice thereof to Tenant and upon the expiration of the time, if any,
fixed in such Notice, this Agreement shall terminate with respect to all or the
designated portion of the Leased Property and all rights of Tenant under this
Agreement with respect thereto shall cease. Landlord shall have and may exercise
all rights and remedies available at law and in equity to Landlord as a result
of Tenant’s breach of this Agreement.

 

Upon
the termination of this Agreement in connection with any Event of Default,
Landlord may, in addition to any other remedies provided herein (including the
rights set forth in Section 5.3), enter upon the Real Property, or
any portion thereof and take possession thereof, without liability for trespass
or conversion (Tenant hereby waiving any right to notice or hearing prior to
such taking of possession by Landlord).

 

53

 

12.2         Remedies.
None of (a) the termination of this Agreement pursuant to Section 12.1,
(b) the repossession of the Leased Property, or any portion thereof,
(c) the failure of Landlord to relet the Leased Property, or any portion
thereof, nor (d) the reletting of all or any of portion of the Leased
Property, shall relieve Tenant of its liability and obligations hereunder, all
of which shall survive any such termination, repossession or reletting. In the
event of any such termination, Tenant shall forthwith pay to Landlord all Rent
due and payable with respect to the Leased Property, or terminated portion
thereof, through and including the date of such termination. Thereafter, Tenant,
until the end of what would have been the Term of this Agreement in the absence
of such termination, and whether or not the Leased Property, or any portion
thereof, shall have been relet, shall be liable to Landlord for, and shall pay
to Landlord, as current damages, the Rent (Additional Rent to be reasonably
calculated by Landlord) and other charges which would be payable hereunder for
the remainder of the Term had such termination not occurred, less the net
proceeds, if any, of any reletting of the Leased Property, or any portion
thereof, after deducting all reasonable expenses in connection with such
reletting, including, without limitation, all repossession costs, brokerage
commissions, legal expenses, attorneys’ fees, advertising, expenses of employees,
alteration costs and expenses of preparation for such reletting. Tenant shall
pay such current damages to Landlord monthly on the days on which the Minimum
Rent would have been payable hereunder if this Agreement had not been so
terminated with respect to such of the Leased Property.

 

At
any time after such termination, whether or not Landlord shall have collected
any such current damages, as liquidated final damages beyond the date of such
termination, at Landlord’s election, Tenant shall pay to Landlord an amount
equal to the present value (as reasonably determined by Landlord using a
discount rate equal to five percent (5%) per annum) of the excess, if any, of
the Rent and other charges which would be payable hereunder from the date of
such termination (assuming that, for the purposes of this paragraph, annual
payments by Tenant on account of Impositions and Additional Rent would be the
same as payments required for the immediately preceding twelve calendar months,
or if less than twelve calendar months have expired since the Commencement
Date, the payments required for such lesser period projected to an annual
amount) for what would be the then unexpired term of this Agreement if the same
remained in effect, over the fair market rental for the same period. Nothing
contained in this Agreement shall, however,

 

54

 

limit or prejudice
the right of Landlord to prove and obtain in proceedings for bankruptcy or
insolvency an amount equal to the maximum allowed by any statute or
rule of law in effect at the time when, and governing the proceedings in
which, the damages are to be proved, whether or not the amount be greater than,
equal to, or less than the amount of the loss or damages referred to above.

 

In
case of any Event of Default, re-entry, expiration and dispossession by summary
proceedings or otherwise, Landlord may, (a) relet the Leased Property or any
part or parts thereof, either in the name of Landlord or otherwise, for a term
or terms which may at Landlord’s option, be equal to, less than or exceed the
period which would otherwise have constituted the balance of the Term and may
grant concessions or free rent to the extent that Landlord considers advisable
and necessary to relet the same, and (b) may make such reasonable
alterations, repairs and decorations in the Leased Property, or any portion
thereof, as Landlord, in its sole and absolute discretion, considers advisable
and necessary for the purpose of reletting the Leased Property; and the making of
such alterations, repairs and decorations shall not operate or be construed to
release Tenant from liability hereunder as aforesaid. Landlord shall in no
event be liable in any way whatsoever for any failure to relet all or any
portion of the Leased Property, or, in the event that the Leased Property is
relet, for failure to collect the rent under such reletting. To the maximum
extent permitted by law, Tenant hereby expressly waives any and all rights of
redemption granted under any present or future laws in the event of Tenant
being evicted or dispossessed, or in the event of Landlord obtaining possession
of the Leased Property, by reason of the occurrence and continuation of an
Event of Default hereunder.

 

Notwithstanding
anything to the contrary set forth in this Agreement, if an Event of Default
shall be triggered solely with respect to any of Sections 3.1.2(c),
3.1.2(d), 5.4, 9.5(d), 12.1(c), 12.1(d), 12.1(i), 17.2(a), 17.2(b), 21.1, 21.3,
21.4 or 21.9 (and not with respect to any other Section of this
Agreement), in no event shall the damages recovered by Landlord pursuant to
this Agreement exceed an amount equal to the sum of (i) present value (as
reasonably determined by Landlord using a discount rate equal to ten and
sixty-one hundredths percent (10.61%) per annum) of the Minimum Rent which
would be payable hereunder from the date of such termination for what would be
the then unexpired Term of this Agreement if the same remained in effect; and
(ii) all amounts due and unpaid under this

 

55

 

Agreement as of
the date of the occurrence of the Event of Default.

 

12.3         Tenant’s
Waiver. IF THIS
AGREEMENT IS TERMINATED PURSUANT TO SECTION 12.1 OR 12.2, TENANT
WAIVES, TO THE EXTENT PERMITTED BY LAW, ANY RIGHT TO A TRIAL BY JURY IN THE
EVENT OF SUMMARY PROCEEDINGS TO ENFORCE THE REMEDIES SET FORTH IN THIS ARTICLE 12,
AND THE BENEFIT OF ANY LAWS NOW OR HEREAFTER IN FORCE EXEMPTING PROPERTY FROM
LIABILITY FOR RENT OR FOR DEBT.

 

12.4         Application
of Funds. Any
payments received by Landlord under any of the provisions of this Agreement
during the existence or continuance of any Event of Default (and any payment
made to Landlord rather than Tenant due to the existence of any Event of
Default) shall be applied to Tenant’s current and past due obligations under
this Agreement in such order as Landlord may determine or as may be prescribed
by the laws of the State. Any balance shall be paid to Tenant.

 

12.5         Landlord’s
Right to Cure Tenant’s Default. If an Event of Default shall
have occurred and be continuing, Landlord, after Notice to Tenant (which Notice
shall not be required if Landlord shall reasonably determine immediate action
is necessary to protect person or property), without waiving or releasing any
obligation of Tenant and without waiving or releasing any Event of Default, may
(but shall not be obligated to), at any time thereafter, make such payment or
perform such act for the account and at the expense of Tenant, and may, to the
maximum extent permitted by law, enter upon the Real Property, or any portion
thereof, for such purpose and take all such action thereon as, in Landlord’s
sole and absolute discretion, may be necessary or appropriate therefor. No such
entry shall be deemed an eviction of Tenant. All reasonable costs and expenses
(including, without limitation, reasonable attorneys’ fees) incurred by
Landlord in connection therewith, together with interest thereon (to the extent
permitted by law) at the Overdue Rate from the date such sums are paid by Landlord
until repaid, shall be paid by Tenant to Landlord, on demand.

 

ARTICLE 13

 

HOLDING OVER

 

Any
holding over by Tenant after the expiration or sooner termination of this
Agreement shall be treated as a daily tenancy at sufferance at a rate equal to
two (2) times the Minimum Rent and other charges herein provided (prorated
on a

 

56

 

daily basis).
Tenant shall also pay to Landlord all damages (direct or indirect) sustained by
reason of any such holding over. Otherwise, such holding over shall be on the
terms and conditions set forth in this Agreement, to the extent applicable.
Nothing contained herein shall constitute the consent, express or implied, of
Landlord to the holding over of Tenant after the expiration or earlier
termination of this Agreement.

 

ARTICLE 14 

 

LANDLORD DEFAULT

 

If
Landlord shall default in the performance or observance of any of its covenants
or obligations set forth in this Agreement or any obligation of Landlord, if
any, under any agreement affecting the Leased Property, the performance of
which is not Tenant’s obligation pursuant to this Agreement, and any such
default shall continue for a period of thirty (30) days after Notice thereof
from Tenant to Landlord and any applicable Property Mortgagee, or such
additional period as may be reasonably required to correct the same, Tenant may
declare the occurrence of a “Landlord Default” by a second Notice to
Landlord and to such Property Mortgagee. Thereafter, Tenant may forthwith cure
the same and, subject to the provisions of the following paragraph, invoice
Landlord for costs and expenses (including reasonable attorneys’ fees and court
costs) incurred by Tenant in curing the same, together with interest thereon
(to the extent permitted by law) from the date Landlord receives Tenant’s
invoice until paid, at the Overdue Rate. Tenant shall have no right to
terminate this Agreement for any default by Landlord hereunder and no right,
for any such default, to offset or counterclaim against any Rent or other
charges due hereunder.

 

If
Landlord shall in good faith dispute the occurrence of any Landlord Default and
Landlord, before the expiration of the applicable cure period, shall give
Notice thereof to Tenant, setting forth, in reasonable detail, the basis
therefor, no Landlord Default shall be deemed to have occurred and Landlord
shall have no obligation with respect thereto until final adverse determination
thereof. If Tenant and Landlord shall fail, in good faith, to resolve any such
dispute within ten (10) days after Landlord’s Notice of dispute, either
may submit the matter for resolution in accordance with Article 22.

 

57

 

ARTICLE 15

 

PURCHASE OF TENANT’S PERSONAL
PROPERTY

 

Landlord
shall have the option to purchase Tenant’s Personal Property and any other
property of any of Tenant’s subtenants which are Affiliated Persons of Tenant
and which is used in connection with the operation of any Travel Center, at the
expiration or sooner termination of this Agreement, for an amount equal to the
then fair market value thereof (current replacement cost as determined by
agreement of the parties or, in the absence of such agreement, appraisal),
subject to, and with appropriate price adjustments for, all liabilities assumed
such as equipment leases, conditional sale contracts and other encumbrances
securing such liabilities to which such Personal Property or property of such
subtenant is subject. In addition, upon the expiration or sooner termination of
this Agreement, Landlord shall have the right (i) to require Tenant or any
Affiliated Person of Tenant to grant a perpetual license to Landlord or its
nominee all software programs and similar intellectual property owned or
licensed by Tenant or any such Affiliated Person used at the Travel Centers for
an amount equal to the then fair market value thereof (current replacement cost
as determined by agreement of the parties or, in the absence of such agreement,
appraisal), subject to, and with appropriate price adjustments for, all
liabilities assumed, and (ii) to offer employment to any and all employees
of Tenant and any Affiliated Person of Tenant employed at the Travel Centers.
Tenant shall cause each Affiliated Person of Tenant to enter into any license
and sub-license necessary to effectuate the foregoing and shall not interfere
with, and shall cause each such Affiliated Person to cooperate with Landlord
and its nominees, and not to interfere with, the exercise of such right.

 

ARTICLE 16

 

SUBLETTING AND ASSIGNMENT

 

16.1         Subletting
and Assignment. Except as provided in Section 16.3,
Tenant shall not, without Landlord’s prior written consent (which consent may
be given or withheld in Landlord’s sole and absolute discretion), assign,
mortgage, pledge, hypothecate, encumber or otherwise transfer this Agreement or
sublease or permit the sublease (which term shall be deemed to include the
granting of concessions, licenses, sublicenses and the like), of the Leased
Property, or any portion thereof, or suffer or permit this Agreement or the
leasehold estate created

 

58

 

hereby or any
other rights arising under this Agreement to be assigned, transferred,
mortgaged, pledged, hypothecated or encumbered, in whole or in part, whether
voluntarily, involuntarily or by operation of law, or permit the use or
operation of the Leased Property, or any portion thereof, by anyone other than
Tenant or any Manager approved by Landlord pursuant to the applicable
provisions of this Agreement, or the Leased Property, or any portion thereof,
to be offered or advertised for assignment or subletting.

 

For
purposes of this Section 16.1, an assignment of this Agreement shall
be deemed to include, without limitation, any direct or indirect Change in
Control of Tenant.

 

If
this Agreement is assigned or if the Leased Property, or any portion thereof is
sublet (or occupied by anybody other than Tenant or any Manager and their respective
employees), after termination of this Agreement, Landlord may collect the rents
from such assignee, subtenant or occupant, as the case may be, but no such
collection shall be deemed a waiver of the provisions set forth in the first
paragraph of this Section 16.1, the acceptance by Landlord of such
assignee, subtenant or occupant, as the case may be, as a tenant, or a release
of Tenant from the future performance by Tenant of its covenants, agreements or
obligations contained in this Agreement.

 

Any
assignment or transfer of Tenant’s interest under this Agreement shall be
subject to such assignee’s or transferee’s delivery to Landlord of a Guaranty,
which Guaranty shall be in form and substance satisfactory to Landlord in its
sole discretion and which Guaranty shall constitute a Guaranty hereunder.

 

No
subletting or assignment shall in any way impair the continuing primary
liability of Tenant hereunder (unless Landlord and Tenant expressly otherwise
agree that Tenant shall be released from all obligations hereunder), and no
consent to any subletting or assignment in a particular instance shall be
deemed to be a waiver of the prohibition set forth in this Section 16.1.
No assignment, subletting or occupancy shall affect any Permitted Use. Any
subletting, assignment or other transfer of Tenant’s interest under this
Agreement in contravention of this Section 16.1 shall be voidable
at Landlord’s option.

 

16.2         Required
Sublease Provisions. Any sublease of all or any portion of the
Leased Property entered into on or after the

 

59

 

Commencement Date
shall provide (a) that the Subtenant shall, at Landlord’s or Tenant’s
request pursuant to Tenant’s obligations or Landlord’s rights under Section 5.3
or Article 15, transfer as so requested any of its Operating Rights
and/or other property relating to such Leased Property (and shall be deemed to
have granted Landlord the power of attorney with respect to its Operating
Rights and other property as Tenant has granted pursuant to the second sentence
of the second paragraph of Section 5.3); (b) that it is subject and
subordinate to this Agreement and to the matters to which this Agreement is or
shall be subject or subordinate; (c) that in the event of termination of
this Agreement or reentry or dispossession of Tenant by Landlord under this
Agreement, Landlord may, at its option, terminate such sublease or take over
all of the right, title and interest of Tenant, as sublessor under such
sublease, and such subtenant shall, at Landlord’s option, attorn to Landlord
pursuant to the then executory provisions of such sublease, except that neither
Landlord nor any Property Mortgagee, as holder of a mortgage or as Landlord
under this Agreement, if such mortgagee succeeds to that position, shall
(i) be liable for any act or omission of Tenant under such sublease,
(ii) be subject to any credit, counterclaim, offset or defense which
theretofore accrued to such subtenant against Tenant, (iii) be bound by
any previous modification of such sublease not consented to in writing by
Landlord or by any previous prepayment of more than one (1) month’s rent,
(iv) be bound by any covenant of Tenant to undertake or complete any
construction of the applicable Property, or any portion thereof, (v) be required
to account for any security deposit of the subtenant other than any security
deposit actually delivered to Landlord by Tenant, (vi) be bound by any
obligation to make any payment to such subtenant or grant any credits, except
for services, repairs, maintenance and restoration provided for under the
sublease that are performed after the date of such attornment, (vii) be
responsible for any monies owing by Tenant to the credit of such subtenant
unless actually delivered to Landlord by Tenant, or (viii) be required to
remove any Person occupying any portion of the Leased Property; and (d) in
the event that such subtenant receives a written Notice from Landlord or any
Property Mortgagee stating that this Agreement has terminated, such subtenant
shall thereafter be obligated to pay all rentals accruing under such sublease
directly to the party giving such Notice or as such party may direct. Such
sublease shall provide that the subtenant thereunder shall, at the request of
Landlord, execute a suitable instrument in confirmation of such agreement to
attorn. An original counterpart of each such sublease and assignment and
assumption, duly executed by Tenant and such

 

60

 

subtenant or
assignee, as the case may be, in form and substance reasonably satisfactory to
Landlord, shall be delivered promptly to Landlord and (a) in the case of
an assignment, the assignee shall assume in writing and agree to keep and
perform all of the terms of this Agreement on the part of Tenant to be kept and
performed and shall be, and become, jointly and severally liable with Tenant
for the performance thereof and (b) in case of either an assignment or
subletting, Tenant shall remain primarily liable, as principal rather than as
surety, for the prompt payment of the Rent and for the performance and
observance of all of the covenants and conditions to be performed by Tenant
hereunder.

 

The
provisions of this Section 16.2 shall not be deemed a waiver of the
provisions set forth in the first paragraph of Section 16.1.

 

16.3         Permitted
Sublease.  Subject to the
provisions of Section 16.2 and Section 16.4 and any
other express conditions or limitations set forth herein, Tenant may, in each
instance after Notice to Landlord and without consent, (a) enter into
third party agreements or sublease space at any Property for fuel station,
restaurant/food service or mechanical repair purposes or other concessions in
furtherance of the Permitted Use, so long as such subleases will not violate or
affect any Legal Requirement or Insurance Requirement, and Tenant shall provide
such additional insurance coverage applicable to the activities to be conducted
in such subleased space as Landlord and any Property Mortgagee may reasonably
require, and (b) enter into one or more subleases or licenses with
Affiliated Persons of Tenant with respect to the Leased Property, or any
portion thereof (including but without limitation with respect to any trade
names, trademarks, service marks, domain names, logos and other brand-source
indicia, including all goodwill related thereto, constituting part of the
Transferred Trademarks), provided Tenant gives Landlord Notice of the
material terms and conditions thereof and such subleases or licenses or
sublicenses do not grant any rights beyond the Term. Landlord and Tenant
acknowledge and agree that if Tenant enters into one (1) or more
subleases, licenses or sublicenses with Affiliated Persons of Tenant with
respect to any Property, or any portion thereof, in accordance with the preceding
clause (b), Tenant may allocate the rent and other charges with respect to the
affected Property in any reasonable manner; provided, however,
that such allocation shall not affect Tenant’s (nor any Guarantor’s) liability
for the Rent and other obligations of Tenant under this Agreement; and, provided,
further, that Tenant shall give

 

61

 

Landlord prompt
written notice of any allocation or reallocation of the rent and other charges
with respect to the affected Property and, in any event, Tenant shall give
Landlord written notice of the amount of such allocations at least ten
(10) Business Days prior to the date that Landlord or Hospitality
Properties Trust is required to file any tax returns in any State where such
affected Leased Property is located.

 

16.4         Sublease
Limitation.  Anything
contained in this Agreement to the contrary notwithstanding, Tenant shall not
sublet or sublicense the Leased Property, or any portion thereof, on any basis
such that the rental to be paid by any sublessee or sublicensee thereunder
would be based, in whole or in part, on the net income or profits derived by
the business activities of such sublessee or sublicensee, any other formula
such that any portion of such sublease rental or sublicense would fail to
qualify as “rents from real property” within the meaning of
Section 856(d) of the Code, or any similar or successor provision
thereto or would otherwise disqualify Landlord or any Affiliated Person for
treatment as a “real estate investment trust” under the Code.

 

ARTICLE 17 

 

ESTOPPEL CERTIFICATES AND FINANCIAL
STATEMENTS

 

17.1         Estoppel
Certificates.  At any time
and from time to time, but not more than a reasonable number of times per year,
upon not less than ten (10) Business Days prior Notice by either party,
the party receiving such Notice shall furnish to the other an Officer’s
Certificate certifying that this Agreement is unmodified and in full force and
effect (or that this Agreement is in full force and effect as modified and
setting forth the modifications), the date to which the Rent has been paid,
that no Default or an Event of Default has occurred and is continuing or, if a
Default or an Event of Default shall exist, specifying in reasonable detail the
nature thereof, and the steps being taken to remedy the same, and such
additional information as the requesting party may reasonably request. Any such
certificate furnished pursuant to this Section 17.1 may be relied
upon by the requesting party, its lenders and any prospective purchaser or
mortgagee of the Leased Property, or any portion thereof, or the leasehold
estate created hereby.

 

17.2         Financial
Statements.  Tenant shall
furnish or cause TCA to furnish, as applicable, the following statements to
Landlord:

 

62

 

(a)             within
forty-five (45) days after each of the first three fiscal quarters of any
Fiscal Year, the most recent Consolidated Financials, accompanied by the
Financial Officer’s Certificate;

 

(b)            within
ninety (90) days after the end of each Fiscal Year, the most recent
Consolidated Financials and financials of Tenant for such year, certified by an
independent certified public accountant reasonably satisfactory to Landlord and
accompanied by a Financial Officer’s Certificate;

 

(c)             within
forty-five (45) days after the end of each month, an unaudited operating
statement and statement of Capital Expenditures prepared on a Property by
Property basis and a combined basis, accompanied by a Financial Officer’s Certificate;

 

(d)            at
any time and from time to time upon not less than twenty (20) days Notice from
Landlord or such additional period as may be reasonable under the
circumstances, any Consolidated Financials, Tenant financials or any other
audited or unaudited financial reporting information required to be filed by
Landlord with any securities and exchange commission, the SEC or any successor
agency, or any other governmental authority, or required pursuant to any order
issued by any court, governmental authority or arbitrator in any litigation to
which Landlord is a party, for purposes of compliance therewith;

 

(e)             promptly
after receipt or sending thereof, copies of all notices given or received by
Tenant under any Management Agreement or TA Franchise Agreement; and

 

(f)             promptly
upon Notice from Landlord, such other information concerning the business,
financial condition and affairs of Tenant, any Guarantor, and/or any Affiliated
Person of Tenant as Landlord reasonably may request from time to time.

 

Landlord may at
any time, and from time to time, provide any Property Mortgagee with copies of
any of the foregoing statements, subject to Landlord obtaining the agreement of
such Property Mortgagee to maintain such statements and the information therein
as confidential.

 

63

 

ARTICLE 18

 

LANDLORD’S RIGHT TO INSPECT, QUALITY CONTROL,
USE OF

TRANSFERRED TRADEMARKS AND ENFORCEMENT

 

18.1         Inspection.  Tenant shall permit Landlord and its
authorized representatives to inspect the Leased Property, or any portion
thereof, during usual business hours upon not less than forty-eight (48) hours’
notice and to make such repairs as Landlord is permitted or required to make
pursuant to the terms of this Agreement, provided that any inspection or repair
by Landlord or its representatives will not unreasonably interfere with
Tenant’s use and operation of the Leased Property and further provided that in
the event of an emergency, as determined by Landlord in its reasonable
discretion, prior Notice shall not be necessary.

 

18.2         Quality
Control.  Landlord shall
have the right to exercise quality control over the use made by Tenant (and any
and all Affiliated Persons and permitted sublicensees) of the Transferred
Trademarks to a degree reasonably necessary to maintain the validity and
enforceability of the Transferred Trademarks and to protect the goodwill
associated therewith. Tenant (and any and all Affiliated Persons and permitted
sublicensees) shall not combine the Transferred Trademarks with any other
trademarks, service marks, trade names, logos, domain names or other
brand-source indicia unless it obtains Landlord’s prior written consent.

 

18.3         Transferred
Trademarks, Registration and Maintenance.  Tenant shall be responsible for trademark
registration and maintenance on behalf of Landlord.

 

18.4         Enforcement.  In the event that Tenant (or any Affiliated
Person or sublicensee) learns of any infringement or unauthorized use of any of
the Transferred Trademarks, it shall promptly notify Landlord. If requested to
do so, Tenant (and any and all Affiliated Persons and sublicensees) shall
cooperate with and assist Landlord in any action that Landlord may commence to
protect its right, title and interest in the Transferred Trademarks, including joining
the action as a party if necessary.

 

64

 

ARTICLE 19

 

EASEMENTS

 

19.1         Grant
of Easements.  Provided no
Event of Default has occurred and is continuing, Landlord will join in granting
and, if necessary, modifying or abandoning such rights-of-way, easements and
other interests as may be reasonably requested by Tenant for ingress and
egress, and electric, telephone, gas, water, sewer and other utilities so long
as:

 

(a)     the
instrument creating, modifying or abandoning any such easement, right-of-way or
other interest is satisfactory to and approved by Landlord (which approval
shall not be unreasonably withheld, delayed or conditioned) ;

 

(b)    Landlord
receives an Officer’s Certificate from Tenant stating (i) that such grant,
modification or abandonment is not detrimental to the proper conduct of
business on such Property, (ii) the consideration, if any, being paid for
such grant, modification or abandonment (which consideration shall be paid by
Tenant), (iii) that such grant, modification or abandonment does not
impair the use or value of such Property for the Permitted Use, and
(iv) that, for as long as this Agreement shall be in effect, Tenant will
perform all obligations, if any, of Landlord under any such instrument; and

 

(c)     Landlord
receives evidence satisfactory to Landlord that the Manager has granted its
consent to such grant, modification or abandonment in accordance with the
requirements of such Manager’s Management Agreement or that such consent is not
required.

 

19.2         Exercise
of Rights by Tenant.  So
long as no Event of Default has occurred and is continuing, Tenant shall have
the right to exercise all rights of Landlord under the Easement Agreements and,
in connection therewith, Landlord shall execute and promptly return to Tenant
such documents as Tenant shall reasonably request. Tenant shall perform all
obligations of Landlord under the Easement Agreements.

 

19.3         Permitted
Encumbrances.  Any
agreements entered into in accordance with this Article 19 shall be
deemed a Permitted Encumbrance.

 

65

 

ARTICLE 20 

 

PROPERTY MORTGAGES

 

20.1         Landlord
May Grant Liens. 
Without the consent of Tenant, Landlord may, from time to time, directly
or indirectly, create or otherwise cause to exist any lien, encumbrance or
title retention agreement (“Encumbrance”) upon the Leased Property
(other than the Retained Buildings), or any portion thereof, or interest
therein, whether to secure any borrowing or other means of financing or
refinancing.

 

20.2         Subordination
of Lease.  This Agreement
and any and all rights of Tenant hereunder are and shall be subject and
subordinate to any ground or master lease, and all renewals, extensions,
modifications and replacements thereof, and to all mortgages and deeds of
trust, which may now or hereafter affect the Leased Property, or any portion
thereof, or any improvements thereon and/or any of such leases, whether or not
such mortgages or deeds of trust shall also cover other lands and/or buildings
and/or leases, to each and every advance made or hereafter to be made under
such mortgages and deeds of trust, and to all renewals, modifications,
replacements and extensions of such leases and such mortgages and deeds of
trust and all consolidations of such mortgages and deeds of trust. This section
shall be self-operative and no further instrument of subordination shall be
required. In confirmation of such subordination, Tenant shall promptly execute,
acknowledge and deliver any instrument that Landlord, the lessor under any such
lease or the holder of any such mortgage or the trustee or beneficiary of any
deed of trust or any of their respective successors in interest may reasonably
request to evidence such subordination. Any lease to which this Agreement is,
at the time referred to, subject and subordinate is herein called “Superior
Lease” and the lessor of a Superior Lease or its successor in interest at
the time referred to is herein called “Superior Landlord” and any
mortgage or deed of trust to which this Agreement is, at the time referred to,
subject and subordinate is herein called “Superior Mortgage” and the
holder, trustee or beneficiary of a Superior Mortgage is herein called “Superior
Mortgagee”. Tenant shall have no obligations under any Superior Lease or
Superior Mortgage other than those expressly set forth in this Section 20.2.

 

If
any Superior Landlord or Superior Mortgagee or the nominee or designee of any
Superior Landlord or Superior Mortgagee shall succeed to the rights of Landlord
under this

 

66

 

Agreement (any
such person, “Successor Landlord”), whether through possession or
foreclosure action or delivery of a new lease or deed, or otherwise, at such
Successor Landlord’s request, Tenant shall attorn to and recognize the
Successor Landlord as Tenant’s landlord under this Agreement and Tenant shall
promptly execute and deliver any instrument that such Successor Landlord may
reasonably request to evidence such attornment (provided that such instrument
does not alter the terms of this Agreement), whereupon, this Agreement shall
continue in full force and effect as a direct lease between the Successor
Landlord and Tenant upon all of the terms, conditions and covenants as are set
forth in this Agreement, except that the Successor Landlord (unless formerly
the landlord under this Agreement or its nominee or designee) shall not be
(a) liable in any way to Tenant for any act or omission, neglect or
default on the part of any prior Landlord under this Agreement,
(b) responsible for any monies owing by or on deposit with any prior
Landlord to the credit of Tenant (except to the extent actually paid or
delivered to the Successor Landlord), (c) subject to any counterclaim or
setoff which theretofore accrued to Tenant against any prior Landlord,
(d) bound by any modification of this Agreement subsequent to such
Superior Lease or Mortgage, or by any previous prepayment of Rent for more than
one (1) month in advance of the date due hereunder, which was not approved
in writing by the Superior Landlord or the Superior Mortgagee thereto,
(e) liable to Tenant beyond the Successor Landlord’s interest in the
Leased Property and the rents, income, receipts, revenues, issues and profits
issuing from the Leased Property, (f) responsible for the performance of
any work to be done by the Landlord under this Agreement to render the Leased
Property ready for occupancy by Tenant (subject to Landlord’s obligations under
Section 5.1.2(b) or with respect to any insurance or
Condemnation proceeds), or (g) required to remove any Person occupying the
Leased Property or any part thereof, except if such person claims by, through
or under the Successor Landlord. Tenant agrees at any time and from time to
time to execute a suitable instrument in confirmation of Tenant’s agreement to
attorn, as aforesaid, and Landlord agrees to provide Tenant with an instrument
of nondisturbance and attornment from each such Superior Mortgagee and Superior
Landlord (other than the lessors under any ground leases with respect to the
Leased Property, or any portion thereof) in form and substance reasonably
satisfactory to Tenant. Notwithstanding the foregoing, any Successor Landlord
shall be liable (a) to pay to Tenant any amounts owed under Section 5.1.2(b),
and (b) to pay to Tenant any portions of insurance proceeds or Awards
received by Landlord or the Successor Landlord required to be paid to Tenant

 

67

 

pursuant to the
terms of this Agreement, and, as a condition to any mortgage, lien or lease in
respect of the Leased Property, or any portion thereof, and the subordination
of this Agreement thereto, the mortgagee, lienholder or lessor, as applicable,
shall expressly agree, for the benefit of Tenant, to make such payments, which
agreement shall be embodied in an instrument in form reasonably satisfactory to
Tenant.

 

20.3         Notice
to Mortgagee and Superior Landlord. 
Subsequent to the receipt by Tenant of Notice from Landlord as to
the identity of any Property Mortgagee or Superior Landlord under a lease with
Landlord, as ground lessee, which includes the Leased Property, or any portion
thereof, as part of the demised premises and which complies with Section 20.1
(which Notice shall be accompanied by a copy of the applicable mortgage or
lease), no Notice from Tenant to Landlord as to a default by Landlord under
this Agreement shall be effective with respect to a Property Mortgagee or
Superior Landlord unless and until a copy of the same is given to such Property
Mortgagee or Superior Landlord at the address set forth in the above described
Notice, and the curing of any of Landlord’s defaults within the applicable
notice and cure periods set forth in Article 14 by such Property
Mortgagee or Superior Landlord shall be treated as performance by Landlord.

 

ARTICLE 21

 

ADDITIONAL COVENANTS OF LANDLORD AND
TENANT

 

21.1         Prompt
Payment of Indebtedness. 
Tenant shall (a) pay or cause to be paid when due all payments of
principal of and premium and interest on Tenant’s Indebtedness for money
borrowed and shall not permit or suffer any such Indebtedness to become or
remain in default beyond any applicable grace or cure period, (b) pay or
cause to be paid when due all lawful claims for labor and rents with respect to
the Leased Property, (c) pay or cause to be paid when due all trade
payables and (d) pay or cause to be paid when due all other of Tenant’s
Indebtedness upon which it is or becomes obligated, except, in each case, other
than that referred to in clause (a), to the extent payment is being contested
in good faith by appropriate proceedings in accordance with Article 8
and if Tenant shall have set aside on its books adequate reserves with respect
thereto in accordance with GAAP, if appropriate, or unless and until
foreclosure, distraint sale or other similar proceedings shall have been
commenced.

 

68

 

21.2         Conduct of Business.  Tenant shall not engage in any business other
than the leasing and operation of the Leased Property (including any incidental
or ancillary business relating thereto) and shall do or cause to be done all
things necessary to preserve, renew and keep in full force and effect and in
good standing its legal existence and its rights and licenses necessary to
conduct such business.

 

21.3         Maintenance of Accounts and Records.  Tenant shall keep true records and books of
account of Tenant in which full, true and correct entries will be made of
dealings and transactions in relation to the business and affairs of Tenant in
accordance with GAAP. Tenant shall apply accounting principles in the
preparation of the financial statements of Tenant which, in the judgment of and
the opinion of its independent public accountants, are in accordance with GAAP,
where applicable, except for changes approved by such independent public
accountants. Tenant shall provide to Landlord either in a footnote to the financial
statements delivered under Section 17.2 which relate to the period
in which such change occurs, or in separate schedules to such financial
statements, information sufficient to show the effect of any such changes on
such financial statements.

 

21.4         Notice of Litigation, Etc.  Tenant shall give prompt Notice to Landlord of
any litigation or any administrative proceeding to which it may hereafter
become a party of which Tenant has notice or actual knowledge which involves a
potential liability equal to or greater than Two Hundred Fifty Thousand Dollars
($250,000) or which may otherwise result in any material adverse change in the
business, operations, property, prospects, results of operation or condition,
financial or other, of Tenant. Forthwith upon Tenant obtaining knowledge of any
Default, Event of Default or any default or event of default under any
agreement relating to Indebtedness for money borrowed in an aggregate amount
exceeding, at any one time, Two Hundred Fifty Thousand Dollars ($250,000), or
any event or condition that would be required to be disclosed in a current
report filed by Tenant on Form 8-K or in Part II of a quarterly
report on Form 10-Q if Tenant were required to file such reports under the
Securities Exchange Act of 1934, as amended, Tenant shall furnish Notice
thereof to Landlord specifying the nature and period of existence thereof and
what action Tenant has taken or is taking or proposes to take with respect
thereto.

 

21.5           Indebtedness of Tenant.  Tenant shall not create, incur, assume or
guarantee, or permit to exist, or become or

 

69

 

remain liable directly or indirectly upon, any Indebtedness except the
following:

 

(a)        Indebtedness of Tenant to Landlord;

 

(b)        Indebtedness of Tenant for Impositions, to the extent that
payment thereof shall not at the time be required to be made in accordance with
the provisions of Article 8;

 

(c)        Indebtedness of Tenant in respect of judgments or awards (i) which
have been in force for less than the applicable appeal period and in respect of
which execution thereof shall have been stayed pending such appeal or review,
or (ii) which are fully covered by insurance payable to Tenant, or (iii) which
are for an amount not in excess of $250,000 in the aggregate at any one time
outstanding and (x) which have been in force for not longer than the
applicable appeal period, so long as execution is not levied thereunder or (y) in
respect of which an appeal or proceedings for review shall at the time be prosecuted
in good faith in accordance with the provisions of Article 8, and
in respect of which execution thereof shall have been stayed pending such
appeal or review;

 

(d)        unsecured borrowings of Tenant from its Affiliated Persons
which are by their terms expressly subordinate pursuant to a Subordination
Agreement to the payment and performance of Tenant’s obligations under this
Agreement; or

 

(e)        Indebtedness for purchase money financing in accordance with Section 21.8(a) and
other operating liabilities incurred in the ordinary course of Tenant’s
business;

 

(f)         Indebtedness of Tenant as guarantor or borrower secured by
Liens permitted under Section 21.8(c); or

 

(g)        A guaranty of TCA’s obligations under its revolving line of
credit and for any privately placed or publicly issued debt.

 

21.6           Distributions, Payments to Affiliated Persons, Etc.  Tenant shall not declare, order, pay or make,
directly or indirectly, any Distributions or any payment to any Affiliated
Person of Tenant (including payments in the ordinary course of business) or set
apart any sum or property therefor, or agree to do so, if, at the time of such
proposed action, or immediately after giving effect thereto, any Event of
Default shall have occurred and be continuing. Otherwise, as long as no Event
of Default shall have occurred and be continuing, Tenant may make

 

70

 

Distributions and payments to Affiliated Persons; provided,
however, that any such payments shall at all times be subordinate to
Tenant’s obligations under this Agreement.

 

21.7         Prohibited Transactions. Tenant shall not permit to exist or enter into any
agreement or arrangement whereby it engages in a transaction of any kind with
any Affiliated Person as to Tenant or any Guarantor, except on terms and
conditions which are commercially reasonable.

 

21.8         Liens and Encumbrances.
Except as permitted by Article 7 and Section 21.5,
Tenant shall not create or incur or suffer to be created or incurred or to
exist any Lien on this Agreement or any of Tenant’s assets, properties, rights
or income, or any of its interest therein, now or at any time hereafter owned,
other than:

 

(a)          Security interests securing the purchase price of equipment
or personal property whether acquired before or after the Commencement Date; provided,
however, that (i) such Lien shall at all times be confined solely
to the asset in question and (ii) the aggregate principal amount of
Indebtedness secured by any such Lien shall not exceed the cost of acquisition
or construction of the property subject thereto;

 

(b)         Permitted Encumbrances;

 

(c)          Security interests in Accounts or Chattel Paper, in Support
Obligations, General Intangibles or Deposit Accounts relating to such Accounts
or Chattel Paper, in any Instruments or Investment Property evidencing or
arising from such Accounts or Chattel Paper, in any documents, books, records
or other information (including, without limitation, computer programs, tapes,
discs, punch cards, data processing software and related property and rights)
maintained with respect to any property described in this Section 21.8(c) or
in any Proceeds of any of the foregoing (capitalized terms used in this Section 21.8(c)
without definition being used as defined in or for purposes of Article 9
of the Uniform Commercial Code as in effect in the Commonwealth of
Massachusetts); or

 

(d)         As permitted pursuant to Section 21.5.

 

21.9         Merger; Sale of Assets;
Etc. Without Landlord’s prior written consent (which consent may
be given or withheld in Landlord’s sole discretion), Tenant shall not (i) sell,
lease (as lessor or sublessor), transfer or otherwise dispose of, or abandon,
all or any material portion of its assets (including

 

71

 

capital stock or other equity interests) or business
to any Person, (ii) merge into or with or consolidate with any other
Entity, or (iii) sell, lease (as lessor or sublessor), transfer or
otherwise dispose of, or abandon, any personal property or fixtures or any real
property; provided, however, that, notwithstanding the provisions
of clause (iii) preceding, Tenant may dispose of equipment or fixtures
which have become inadequate, obsolete, worn-out, unsuitable, undesirable or
unnecessary, provided substitute equipment or fixtures having equal or greater
value and utility (but not necessarily having the same function) have been
provided.

 

21.10       Bankruptcy Remote
Entities. At Landlord’s request, Tenant shall make such
amendments, modifications or other changes to its charter documents and governing
bodies (including, without limitation, Tenant’s board of directors), and take
such other actions, as may from time to time be necessary to qualify Tenant as
a “bankruptcy remote entity”, provided  that Landlord shall
reimburse Tenant for all costs and expenses reasonably incurred by Tenant in
connection with the making of such amendments or modifications.

 

21.11       Trade Area Restriction.
Notwithstanding anything to the contrary in this Agreement, neither Tenant nor
any Affiliated Person of Tenant shall acquire, own, franchise, finance, lease,
manage, operate or open any Travel Center or similar business within
seventy-five (75) miles in either direction along the primary interstate on
which any Property is located without Landlord’s consent, which consent may be
given or withheld in Landlord’s sole discretion.

 

ARTICLE 22

 

ARBITRATION

 

Landlord or Tenant may elect
to submit any dispute hereunder that has an amount in controversy in excess of
$250,000 to arbitration hereunder. Any such arbitration shall be conducted in
Boston, Massachusetts in accordance with the Commercial Arbitration Rules of
the American Arbitration Association then pertaining and the decision of the
arbitrators with respect to such dispute shall be binding, final and conclusive
on the parties.

 

In the event Landlord or
Tenant shall elect to submit any such dispute to arbitration hereunder,
Landlord and Tenant shall each appoint and pay all fees of a fit and impartial
person as

 

72

 

arbitrator with at least ten (10) years’ recent
professional experience in the general subject matter of the dispute. Notice of
such appointment shall be sent in writing by each party to the other, and the
arbitrators so appointed, in the event of their failure to agree within thirty
(30) days after the appointment of the second arbitrator upon the matter so
submitted, shall appoint a third arbitrator. If either Landlord or Tenant shall
fail to appoint an arbitrator, as aforesaid, for a period of twenty (20) days
after written notice from the other party to make such appointment, then the
arbitrator appointed by the party having made such appointment shall appoint a
second arbitrator and the two (2) so appointed shall, in the event of
their failure to agree upon any decision within thirty (30) days thereafter,
appoint a third arbitrator. If such arbitrators fail to agree upon a third
arbitrator within forty five (45) days after the appointment of the second
arbitrator, then such third arbitrator shall be appointed by the American
Arbitration Association from its qualified panel of arbitrators, and shall be a
person having at least ten (10) years’ recent professional experience as
to the subject matter in question. The fees of the third arbitrator and the
expenses incident to the proceedings shall be borne equally between Landlord
and Tenant, unless the arbitrators decide otherwise. The fees of respective
counsel engaged by the parties, and the fees of expert witnesses and other
witnesses called for the parties, shall be paid by the respective party
engaging such counsel or calling or engaging such witnesses.

 

The decision of the
arbitrators shall be rendered within thirty (30) days after appointment of the
third arbitrator. Such decision shall be in writing and in duplicate, one
counterpart thereof to be delivered to Landlord and one to Tenant. A judgment
of a court of competent jurisdiction may be entered upon the award of the
arbitrators in accordance with the rules and statutes applicable thereto
then obtaining.

 

Landlord and Tenant
acknowledge and agree that, to the extent any such dispute shall involve any
Manager and be subject to arbitration pursuant to such Manager’s Management
Agreement, Landlord and Tenant shall cooperate to consolidate any such
arbitration hereunder and under such Management Agreement into a single
proceeding.

 

73

 

ARTICLE 23

 

MISCELLANEOUS

 

23.1         Limitation on Payment
of Rent. All agreements between Landlord and Tenant herein are
hereby expressly limited so that in no contingency or event whatsoever, whether
by reason of acceleration of Rent, or otherwise, shall the Rent or any other
amounts payable to Landlord under this Agreement exceed the maximum permissible
under applicable law, the benefit of which may be asserted by Tenant as a
defense, and if, from any circumstance whatsoever, fulfillment of any provision
of this Agreement, at the time performance of such provision shall be due,
shall involve transcending the limit of validity prescribed by law, or if from
any circumstances Landlord should ever receive as fulfillment of such provision
such an excessive amount, then, ipso  facto, the amount which
would be excessive shall be applied to the reduction of the installment(s) of
Minimum Rent next due and not to the payment of such excessive amount. This
provision shall control every other provision of this Agreement and any other
agreements between Landlord and Tenant.

 

23.2         No Waiver.
No failure by Landlord or Tenant to insist upon the strict performance of any
term hereof or to exercise any right, power or remedy consequent upon a breach
thereof, and no acceptance of full or partial payment of Rent during the
continuance of any such breach, shall constitute a waiver of any such breach or
of any such term. To the maximum extent permitted by law, no waiver of any
breach shall affect or alter this Agreement, which shall continue in full force
and effect with respect to any other then existing or subsequent breach.

 

23.3         Remedies Cumulative.
To the maximum extent permitted by law, each legal, equitable or contractual
right, power and remedy of Landlord or Tenant, now or hereafter provided either
in this Agreement or by statute or otherwise, shall be cumulative and
concurrent and shall be in addition to every other right, power and remedy and
the exercise or beginning of the exercise by Landlord or Tenant (as applicable)
of any one or more of such rights, powers and remedies shall not preclude the
simultaneous or subsequent exercise by Landlord of any or all of such other
rights, powers and remedies.

 

23.4           Severability.
Any clause, sentence, paragraph, section or provision of this Agreement held by
a court of

 

74

 

competent jurisdiction to be invalid, illegal or
ineffective shall not impair, invalidate or nullify the remainder of this
Agreement, but rather the effect thereof shall be confined to the clause,
sentence, paragraph, section or provision so held to be invalid, illegal or
ineffective, and this Agreement shall be construed as if such invalid, illegal
or ineffective provisions had never been contained therein.

 

23.5         Acceptance of Surrender.
No surrender to Landlord of this Agreement or of the Leased Property or any
part thereof, or of any interest therein, shall be valid or effective unless
agreed to and accepted in writing by Landlord and no act by Landlord or any
representative or agent of Landlord, other than such a written acceptance by
Landlord, shall constitute an acceptance of any such surrender.

 

23.6         No Merger of Title.
It is expressly acknowledged and agreed that it is the intent of the parties
that there shall be no merger of this Agreement or of the leasehold estate
created hereby by reason of the fact that the same Person may acquire, own or hold,
directly or indirectly, this Agreement or the leasehold estate created hereby
and the fee estate or ground landlord’s interest in the Leased Property.

 

23.7         Conveyance by Landlord.
If Landlord or any successor owner of all or any portion of the Leased Property
shall convey all or any portion of the Leased Property in accordance with the
terms hereof other than as security for a debt, and the grantee or transferee
of such of the Leased Property shall expressly assume all obligations of
Landlord hereunder arising or accruing from and after the date of such
conveyance or transfer, Landlord or such successor owner, as the case may be,
shall thereupon be released from all future liabilities and obligations of
Landlord under this Agreement with respect to such of the Leased Property
arising or accruing from and after the date of such conveyance or other
transfer and all such future liabilities and obligations shall thereupon be
binding upon the new owner.

 

23.8           Quiet Enjoyment.
Tenant shall peaceably and quietly have, hold and enjoy the Real Property
(other than the Retained Buildings) for the Term, free of hindrance or
molestation by Landlord or anyone claiming by, through or under Landlord, but
subject to (a) any Encumbrance permitted under Article 20 or
otherwise permitted to be created by Landlord hereunder, (b) all Permitted
Encumbrances, (c) liens as to obligations of Landlord that are either not
yet due or which are being contested in good faith and by proper proceedings,
provided the same do not

 

75

 

materially interfere with Tenant’s ability to
operate any Travel Center and (d) liens that have been consented to in
writing by Tenant. Except as otherwise provided in this Agreement, no failure
by Landlord to comply with the foregoing covenant shall give Tenant any right
to cancel or terminate this Agreement or abate, reduce or make a deduction from
or offset against the Rent or any other sum payable under this Agreement, or to
fail to perform any other obligation of Tenant hereunder.

 

23.9         No Recordation.
Neither Landlord nor Tenant shall record this Agreement.

 

23.10       Notices.

 

(a)   Any and all notices, demands, consents, approvals, offers,
elections and other communications required or permitted under this Agreement
shall be deemed adequately given if in writing and the same shall be delivered
either in hand, by telecopier with written acknowledgment of receipt, or by
mail or Federal Express or similar expedited commercial carrier, addressed to
the recipient of the notice, postpaid and registered or certified with return
receipt requested (if by mail), or with all freight charges prepaid (if by
Federal Express or similar carrier).

 

(b)   All notices required or permitted to be sent hereunder shall be
deemed to have been given for all purposes of this Agreement upon the date of
acknowledged receipt, in the case of a notice by telecopier, and, in all other
cases, upon the date of receipt or refusal, except that whenever under this
Agreement a notice is either received on a day which is not a Business Day or
is required to be delivered on or before a specific day which is not a Business
Day, the day of receipt or required delivery shall automatically be extended to
the next Business Day.

 

(c)   All such notices shall be addressed,

 

if to Landlord:

 

c/o Hospitality Properties
Trust

400 Centre Street

Newton, Massachusetts 02458

Attn: Mr. John G.
Murray

[Telecopier No. (617)
969-5730]

 

76

 

if to Tenant:

 

c/o TravelCenters of America LLC

24601 Center Ridge Road

Westlake, Ohio 44145

Attn: Mr. John R. Hoadley

[Telecopier No. (617)-796-8349]

 

(d)   By notice given as herein provided, the parties hereto and their
respective successors and assigns shall have the right from time to time and at
any time during the term of this Agreement to change their respective addresses
effective upon receipt by the other parties of such notice and each shall have
the right to specify as its address any other address within the United States
of America.

 

23.11       Construction. Anything
contained in this Agreement to the contrary notwithstanding, all claims
against, and liabilities of, Tenant or Landlord arising prior to any date of
termination or expiration of this Agreement with respect to the Leased Property
shall survive such termination or expiration. In no event shall Landlord be
liable for any consequential damages suffered by Tenant as the result of a
breach of this Agreement by Landlord. Neither this Agreement nor any provision
hereof may be changed, waived, discharged or terminated except by an instrument
in writing signed by the party to be charged. All the terms and provisions of
this Agreement shall be binding upon and inure to the benefit of the parties
hereto and their respective successors and assigns. Each term or provision of
this Agreement to be performed by Tenant shall be construed as an independent
covenant and condition. Time is of the essence with respect to the provisions
of this Agreement. Except as otherwise set forth in this Agreement, any
obligations of Tenant (including without limitation, any monetary, repair and
indemnification obligations) and Landlord shall survive the expiration or
sooner termination of this Agreement. Tenant hereby acknowledges that the
agreement between Landlord and Tenant to treat this Agreement as a single lease
in all respects was and is of primary importance, and a material inducement, to
Landlord to enter into this Agreement. Without limiting the generality of the
foregoing, the parties hereto acknowledge that this Agreement constitutes a
single lease of the Leased Property and is not divisible notwithstanding any
references herein to any individual Property and notwithstanding the
possibility that certain individual Properties may be deleted herefrom pursuant
to the express provisions of this Agreement.

 

77

 

23.12                     Counterparts;
Headings. This Agreement may be
executed in two or more counterparts, each of which shall constitute an
original, but which, when taken together, shall constitute but one instrument
and shall become effective as of the date hereof when copies hereof, which,
when taken together, bear the signatures of each of the parties hereto shall
have been signed. Headings in this Agreement are for purposes of reference only
and shall not limit or affect the meaning of the provisions hereof.

 

23.13                     Applicable
Law, Etc. Except as to matters
regarding the internal affairs of Landlord and issues of or limitations on any
personal liability of the shareholders and trustees or directors of Landlord
for obligations of Landlord, as to which the laws of the State of Maryland
shall govern, this Agreement shall be interpreted, construed, applied and
enforced in accordance with the laws of The Commonwealth of Massachusetts
applicable to contracts between residents of Massachusetts which are to be
performed entirely within Massachusetts, regardless of (i) where this
Agreement is executed or delivered; or (ii) where any payment or other
performance required by this Agreement is made or required to be made; or
(iii) where any breach of any provision of this Agreement occurs, or any
cause of action otherwise accrues; or (iv) where any action or other
proceeding is instituted or pending; or (v) the nationality, citizenship,
domicile, principal place of business, or jurisdiction of organization or
domestication of any party; or (vi) whether the laws of the forum
jurisdiction otherwise would apply the laws of a jurisdiction other than
Massachusetts; or (vii) any combination of the foregoing. Notwithstanding
the foregoing, the laws of the State shall apply to the perfection and priority
of liens upon and the disposition of any Property.

 

23.14                     Right to
Make Agreement. Each party
warrants, with respect to itself, that neither the execution of this Agreement,
nor the consummation of any transaction contemplated hereby, shall violate any
provision of any law, or any judgment, writ, injunction, order or decree of any
court or governmental authority having jurisdiction over it; nor result in or
constitute a breach or default under any indenture, contract, other commitment
or restriction to which it is a party or by which it is bound; nor require any
consent, vote or approval which has not been given or taken, or at the time of
the transaction involved shall not have been given or taken. Each party
covenants that it has and will continue to have throughout the term of this
Agreement and any extensions thereof, the full

 

78

 

right to enter into this Agreement and perform its obligations
hereunder.

 

23.15                     Attorneys’
Fees. If any lawsuit or
arbitration or other legal proceeding arises in connection with the
interpretation or enforcement of this Agreement, the prevailing party therein
shall be entitled to receive from the other party the prevailing party’s costs
and expenses, including reasonable attorneys’ fees incurred in connection
therewith, in preparation therefor and on appeal therefrom, which amounts shall
be included in any judgment therein.

 

23.16                     Nonliability
of Trustees. THE DECLARATION OF TRUST
ESTABLISHING HPT TA PROPERTIES TRUST, A COPY OF WHICH, TOGETHER WITH ALL
AMENDMENTS THERETO (THE “DECLARATION”), IS DULY FILED WITH THE
DEPARTMENT OF ASSESSMENTS AND TAXATION OF THE STATE OF MARYLAND, PROVIDES THAT
THE NAME OF SUCH ENTITY REFERS TO THE TRUSTEES UNDER SUCH DECLARATION COLLECTIVELY
AS TRUSTEES, BUT NOT INDIVIDUALLY OR PERSONALLY, AND THAT NO TRUSTEE, OFFICER,
SHAREHOLDER, EMPLOYEE OR AGENT OF SUCH ENTITY SHALL BE HELD TO ANY PERSONAL
LIABILITY, JOINTLY OR SEVERALLY, FOR ANY OBLIGATION OF, OR CLAIM AGAINST, SUCH
ENTITY. ALL PERSONS DEALING WITH SUCH ENTITY, IN ANY WAY, SHALL LOOK ONLY
TO THE ASSETS OF SUCH ENTITY FOR THE PAYMENT OF ANY SUM OR THE PERFORMANCE OF
ANY OBLIGATION.

 

79

 

IN WITNESS
WHEREOF, the parties have executed this Agreement as a sealed
instrument as of the date above first written.

 

	
   

  	
  LANDLORD:

  
	
   

  	
   

  
	
   

  	
  HPT TA PROPERTIES TRUST

  
	
   

  	
   

  
	
   

  	
   

  
	
   

  	
  By:

  	
  /s/ John G. Murray

  
	
   

  	
   

  	
  John G. Murray

  
	
   

  	
   

  	
  President

  
	
   

  	
   

  
	
   

  	
  HPT TA PROPERTIES LLC

  
	
   

  	
   

  
	
   

  	
   

  
	
   

  	
  By:

  	
  /s/ John G. Murray

  
	
   

  	
   

  	
  John G. Murray

  
	
   

  	
   

  	
  President

  
	
   

  	
   

  
	
   

  	
   

  
	
   

  	
  TENANT:

  
	
   

  	
   

  
	
   

  	
  TA LEASING LLC

  
	
   

  	
   

  
	
   

  	
   

  
	
   

  	
  By:

  	
  /s/ John R. Hoadley

  
	
   

  	
   

  	
  John R. Hoadley

  
	
   

  	
   

  	
  Executive Vice President and Treasurer

  

 

 

EXHIBITS
A-1 through A-146 

Land

[See attached copies.]

 

 

EXHIBIT B

Addresses
for Retained Buildings

 

1.                                  980 West South
Blvd., Montgomery, Alabama 36105.

 

2.                                  5101 Quebec
Street, Commerce City, Colorado 80022.

 

3.                                  8909 20th
Street, Vero Beach, Florida 32966.

 

4.                                  10346 S. State
Rd. 39, Clayton, Indiana 46182.

 

5.                                  5644 SR 8, P.O.
Box 333B, Harrisville, Pennsylvania 16038.

 

6.                                  875 N. Eagle
Valley Rd., P.O. Box 656, Milesburg, Pennsylvania 16853.

 

7.                                  155 Hwy. 138,
Denmark, Tennessee 38391.

 

8.                                  100 N. Carter
Road, P.O. Box 712, Ashland, Virginia 23005.

 

9.                                  RR1 P.O. Box
1521, Valley Grove, West Virginia 26060.

 

 

EXHIBIT C

List of
Capital Additions

[See attached copy.]

 

 

Site Development Capex (2007-2011)

 

	
   

  	
   

  	
  Capital

  Cost

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  37 Sites - Parking Lot Repaving

  	
   

  	
  $

  	
  7.00

  	
   

  	
   

  	
   

  
	
  39 Sites - Shower Refurbishments

  	
   

  	
  $

  	
  13.00

  	
   

  	
   

  	
   

  
	
  81 Sites - Rest Room Refurbishments

  	
   

  	
  $

  	
  13.00

  	
   

  	
   

  	
   

  
	
  83 Sites - Diesel Dispensers/Fuel Systems

  	
   

  	
  $

  	
  25.00

  	
   

  	
   

  	
   

  
	
  17 Sites - Diesel Canopy replacements

  	
   

  	
  $

  	
  2.50

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Other Enhancements to Existing Sites

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Store Enhancements
  (Multiple Sites)

  	
   

  	
  $

  	
  4.80

  	
   

  	
   

  	
   

  
	
  Restaurant Refurbuishment
  (Multiple Sites)

  	
   

  	
  $

  	
  6.50

  	
   

  	
   

  	
   

  
	
  69 Sites - Gas Enhancement
  Projects

  	
   

  	
  $

  	
  24.10

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Shop Bay Expansions on Existing Sites

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Atlanta 1

  	
   

  	
  $

  	
  0.19

  	
   

  	
  2007

  	
   

  
	
  Columbia 2

  	
   

  	
  $

  	
  0.38

  	
   

  	
  2007

  	
   

  
	
  Elkton 3

  	
   

  	
  $

  	
  0.57

  	
   

  	
  2007

  	
   

  
	
  London 3

  	
   

  	
  $

  	
  0.57

  	
   

  	
  2007

  	
   

  
	
  Matthews 4

  	
   

  	
  $

  	
  0.76

  	
   

  	
  2007

  	
   

  
	
  Vero Beach 4

  	
   

  	
  $

  	
  0.76

  	
   

  	
  2007

  	
   

  
	
  Walton 2

  	
   

  	
  $

  	
  0.38

  	
   

  	
  2007

  	
   

  
	
  Gallup 3

  	
   

  	
  $

  	
  0.56

  	
   

  	
  2007

  	
   

  
	
  Redding 4

  	
   

  	
  $

  	
  0.76

  	
   

  	
  2007

  	
   

  
	
  Tuscaloosa 3

  	
   

  	
  $

  	
  0.57

  	
   

  	
  2007

  	
   

  
	
  Marianna 3

  	
   

  	
  $

  	
  0.57

  	
   

  	
  2007

  	
   

  
	
  Southington 4

  	
   

  	
  $

  	
  0.76

  	
   

  	
  2008

  	
   

  
	
  New Haven 3

  	
   

  	
  $

  	
  0.57

  	
   

  	
  2008

  	
   

  
	
  OKC West 3

  	
   

  	
  $

  	
  0.57

  	
   

  	
  2009

  	
   

  
	
  Concordia 3

  	
   

  	
  $

  	
  0.57

  	
   

  	
  2009

  	
   

  
	
  Lamar 3

  	
   

  	
  $

  	
  0.57

  	
   

  	
  2009

  	
   

  
	
  Monroe 3

  	
   

  	
  $

  	
  0.57

  	
   

  	
  2009

  	
   

  
	
  Oak Grove 3

  	
   

  	
  $

  	
  0.57

  	
   

  	
  2009

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  QSR Additions to Existing Sites

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Pembroke

  	
   

  	
  $

  	
  0.85

  	
   

  	
   

  	
   

  
	
  Commerce x2

  	
   

  	
  $

  	
  1.35

  	
   

  	
   

  	
   

  
	
  Florence SC

  	
   

  	
  $

  	
  0.50

  	
   

  	
   

  	
   

  
	
  Franklin x2

  	
   

  	
  $

  	
  0.90

  	
   

  	
   

  	
   

  
	
  Meridian x2

  	
   

  	
  $

  	
  0.90

  	
   

  	
   

  	
   

  
	
  Woodstock

  	
   

  	
  $

  	
  0.50

  	
   

  	
   

  	
   

  
	
  Mt. Vernon

  	
   

  	
  $

  	
  0.25

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Parking Expansions on Existing Sites

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Rockwall

  	
   

  	
  $

  	
  0.50

  	
   

  	
   

  	
   

  
	
  Richmond

  	
   

  	
  $

  	
  1.10

  	
   

  	
   

  	
   

  
	
  Elkton

  	
   

  	
  $

  	
  0.50

  	
   

  	
   

  	
   

  
	
  Elgin

  	
   

  	
  $

  	
  0.50

  	
   

  	
   

  	
   

  
	
  Council Bluffs

  	
   

  	
  $

  	
  0.50

  	
   

  	
   

  	
   

  
	
  Toledo

  	
   

  	
  $

  	
  0.50

  	
   

  	
   

  	
   

  
	
  Antioch

  	
   

  	
  $

  	
  0.50

  	
   

  	
   

  	
   

  
	
  Manning

  	
   

  	
  $

  	
  0.50

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Level 1 Reimaging of Existing Sites

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Southington

  	
   

  	
  $

  	
  3.00

  	
   

  	
   

  	
   

  
	
  Sparks

  	
   

  	
  $

  	
  3.00

  	
   

  	
   

  	
   

  
	
  Vero Beach

  	
   

  	
  $

  	
  3.00

  	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
   

  	
   

  
	
  Total Capital - $125 Million Upgrade Program

  	
   

  	
  $

  	
  125.00

  	
   

  	
   

  	
   

  

 

 

A-1

 

	
   

  	
  3.016 Tusçaloosa, AL

  
	
   

  	
  3501 Buttermilk Road

  
	
   

  	
  Cottondale, AL 35453

  
	
   

  	
  (TCA Site No. 16 - Tuscaloosa)

  

 

LEGAL DESCRIPTION

 

All that
certain lot or parcel of land situated in the County of Tuscaloosa, State of
Alabama, and being more particularly described as follows:

 

SURFACE RIGHTS ONLY in
and to the following:

 

A parcel of land
located in the Southwest Quarter of the Northeast Quarter and in the Northwest
Quarter of the Northeast Quarter and in the Northeast Quarter of the Northeast
Quarter of Section 35; Township 21 South, Range 9 West, Huntsville Meridian in
Tuscaloosa County, Alabama, and being more particularly described as follows:

 

As the POINT OF BEGINNING,
start at a Concrete Monument accepted to mark the Southeast corner of the
Southwest Quarter of the Northeast Quarter of said Section 35, Township 21
South, Range 9 West and run North 1 degrees 32 minutes, 23 seconds West
(Magnetic) and along accepted the East boundary of said Southwest Quarter of
the Northeast Quarter of Section 35 for a distance of 1324.98 feet to an iron
pipe accepted to mark the Northeast corner of said Southwest Quarter of the
Northeast Quarter; thence run South 88 degrees 42 minutes 30 seconds East for a
distance of 107.80 feet to the centerline of Little Hurricane Creek; thence run
North 11 degrees 45 minutes 32 seconds West and along said centerline of said
creek for a distance of 89.0 feet to a point thence run North 84 degrees 58
minutes 25 seconds West for a distance of 1364.77 feet to a point lying on the
Eastern right of way margin of the Buttermilk Road, said point lying 100 feet
from the relocated centerline of the Buttermilk Road; thence run South 2
degrees 37 minutes 32 seconds East and along said Eastern right of way margin
for a distance of 340.34 feet to PT Station 357+61.81, said curve being concave
to the West and having a Delta of 3 degrees 30 minutes and a centerline Radius
of 11459.19 feet; thence run South 1 degrees 05 minutes 46 seconds East and
along said right of way curve for a chord distance of 617.08 feet to a point, sold point being Station 351+50 on
said right of way; thence run South 61 degrees 56 minutes 19 seconds East and
along the right of way for 1-59 for a distance of 101.56 feet to a point on a
curve being concave to the South and having a Delta of 35 degrees 59 minutes 48 seconds and a Radius of 782.95
feet; thence run South 74 degrees 44 minutes 55 seconds East and along said
right of way curve for a chord distance of 204.39 feet to a point; thence run
South 45 degrees 16 minutes 33 seconds East and along said right of way for a
distance of 192.81 feet to PT Station 717+41.19; thence run South 40 degrees 42
minutes 01 seconds East and along said right of way for a distance of 162.62
feet to a point; thence run South
53 degrees 07 minutes 44 seconds East and along said right of way for a
distance of 112.72 feet to PC Station 720+12.72 of a curve being concave to the
Northeast and having a Delta of 29 degrees 01 minute and a Radius of 1020.91
feet; thence run South 60 degrees 38
minutes 08 seconds East and along said right of way curve for a chord distance
of 266.75 feet to a point, said point lying on the South boundary of the
Southwest Quarter of the Northeast Quarter of said Section 35; thence run South
88 degrees 16 Minutes 01 seconds East and along said South boundary of the
Southwest Quarter of the Northeast Quarter of said Section 35 for a
distance of 425.78 feet to the POINT OF BEGINNING, forming an interior angle of
closure of 88 degrees 43 minutes 36 seconds. LESS AND EXCEPT any part of the
subject property which may be contained within that certain condemnation
proceeding filed in the Probate Office of Tuscaloosa County, Alabama, Identified
by Case No. 87-185, and recorded in Probate Minutes Record 189, at Page 651,
et seq. Also LESS AND EXCEPT that certain property described in Deed Book 1006,
at Page 318 in said Probate Office.

 

 

A-2

 

	
   

  	
  3.054 Mobile, AL

  
	
   

  	
  P.O. Box 419

  
	
   

  	
  Grand Bay, AL 36541

  
	
   

  	
  (TCA Site No. 54 - Mobile)

  

 

Legal Description

 

Commencing at the
Northwest corner of Section 25, Township 6 South, Range 4 West, Mobile
County, Alabama; thence run North 89 degrees 42 minutes 15 seconds East,
2,639.54 feet to a point; thence run South 00 degrees 31 minutes 00 seconds
East 600 feet to a point; thence run North 89 degrees 42 minutes 15 seconds
East, 71.53 feet to a point on the East side of the Grand Bay-Wilmer Road, and
the Point of Beginning of the property herein described; thence continue North
89 degrees 42 minutes 15 seconds East 588.12 feet to a point; thence run South
00 degrees 31 minutes East, 60.12 feet to a point; thence run North 89 degrees
43 minutes 05 seconds East 329.89 feet to a point; thence run South 00 degrees
28 minutes 23 seconds East, 688.46 feet to a point on the North side of
Interstate 10; thence run South 77 degrees 10 minutes 26 seconds West, along
the North side of said Interstate 10, 13.97 feet to a point of curve; thence
run in a Southwestwardly direction along the North side of Interstate 10, and
along the curve which has a Delta angle to the right of 18 degrees 22 minutes
13 seconds and a radius of 1,811.97 feet a distance of 580.95 feet measured
along the arc of said curve to a point; thence run North 79 degrees 24 minutes
32 seconds West along the North side of Interstate 10, 163.21 feet to a point;
thence run North 38 degrees 20 minutes 43 seconds West along the East side of
the Grand Bay-Wilmer Road 258.35 feet to a point, said point being on a curve
which has a Delta angle to the left of degrees 19 minutes 11 seconds, and a
radius of 1,990.09 feet; thence run in a Northeastwardly direction along the
East side of the Grand Bay-Wilmer Road, and along the curve a distance of
288.97 feet measured along the arc of said curve to a point; thence run North
32 degrees 14 minutes 15 seconds West along the East side of the Grand
Bay-Wilmer Road 35.52 feet to a point; thence run North 00 degrees 37 minutes
15 seconds East along the East side of the Grand Bay-Wilmer Road 73.54 feet to
a point; thence run North 00 degrees 49 minutes 45 seconds West along the East
side of the Grand Bay-Wilmer Road 140 feet to a point; thence run North 45
degrees 54 minutes 55 seconds West along the East side of the Grand Bay-Wilmer
Road 36.80 feet to the Point of Beginning.

 

 

A-3

 

	
   

  	
  3.111 Montgomery,
  AL

  
	
   

  	
  980 West South
  Blvd.

  
	
   

  	
  Montgomery, AL 36105

  
	
   

  	
  (TCA Site No. 111)

  

 

Legal Description:

 

All that certain
plot, place or parcel of land located in Montgomery County, Alabama bounded and
described as follows: 

 

PARCEL ONE:

 

Beginning at the intersection
of the North right-of-way line of South Boulevard (a 00 foot right-of-way) and
the East line of the NE 1/4 of the NW 1/4
of Section 35, Township 16 North, Range 17 East, Montgomery County,
Alabama, the said point being the SW corner of property now owned by Pure Oil
Company; thence from the point of beginning North 78 degrees 11’ West along the
North right-of-way line of South Boulevard a distance of 169.00 feet to the
point of denied access of Interstate Highway 1-65; thence North 37 degrees 23’
West along the Northeasterly right-of-way line of said Interstate Highway a
distance of 142.55 feet to an angle in said right-of-way; thence North 09
degrees 26’ East along the Easterly right-of-way line of said Interstate Highway
a distance of 737.50 feet to an angle in said right-of-way, the said point
being in the SE 1/4 of the SW 1/4 of Section 26, Township 16 North, Range
17 East; thence North 17 degrees 09’ East along the Easterly right-of-way line
of said Interstate Highway a distance of 493.50 feet to the East line of the SE
1/4 of the SW 1/4 of said Section 25;
thence South 00 degrees 32’ East along the East line of the SE 1/4 of the SE
1/4 of said Section 26 a distance of 559.20 feet to the SE corner of said
SE 1/4 of said SE 1/4; thence South 01 degree 26’ West along the East line of
the NE 1/4 of the NW 1/4 of said Section 35, which said line is the West
line of the property now owned by Pure Oil Company and the Northerly extension
thereof a distance of 788.35 feet to the point of beginning; the said land
being in the SE 1/4 of the SE 1/4 of Section 26 and in the NE 1/4 of the
NW 1/4 of Section 35, Township 16 North, Range 17 East, Montgomery City and
County, Alabama.

 

PARCEL TWO:

 

A parcel of land
located in the NW 1/4 of the NE 1/4, Section 35, Township 16 North, Range
17 East, Montgomery County, Alabama, beginning al the point of intersection of
the North-South half section line with the North right-of-way line of Southern
Boulevard and point being located North 01 degree 33’ East 543.2 feet from a
stone marking the SE corner of said NW 1/4 of NE 1/4 and running thence along said half-section line North 01
degree 33’ East a distance of 500.00 feet; thence South 78 degrees 00’ East and
parallel with the North line of Southern Boulevard a distance of 500.00 feet;
thence South 01 degree 33’ West and parallel with said half section line a
distance of 500.00 feet to a point on the North right-of-way line of the Southern
Boulevard; thence North 78 degrees 00’ West 500.00 feet along the North right-of-way
line of Southern Boulevard to the point of beginning.

 

LESS AND EXCEPT FROM PARCELS ONE AND TWO THE FOLLOWING:

 

Commencing at the NW corner of the NW 1/4 of NE 1/4 of Section 35,
Township 16 North, Range 17 East; thence Southerly along the West line of said
NW 1/4 of NE 1/4 a distance of 782 feet, more or less, to a point that is 100
feet Northeasterly of and at right angles to the centerline of Project No. F-352(18);
thence South 81 degrees 39’ East parallel to the centerline of said Project a
distance of 280 feet, more or less, to a point that is 100 feet Northeasterly
of and at right angles to the centerline of said Project at Station 38+00 and the
point of beginning of the property herein described; thence Northeasterly along
a straight line a distance of 215 feet, more or less, to a point on the present
West right-of-way line of Eisenhower Drive that is 130 feet Northeasterly of
and a Delight angles to the canto line of said Project; thrice Southerly along
he said present West right of-way line distance of 32 feet, more or less, to a
point that is 100 feet Northeasterly of and at right angles to the centerline
of said Project; thence North 81 degrees 39’ West parallel to the centerline of
said Project a distance of 220 feet, more or less, to the point of beginning. 

 

 

A-4

 

	
   

  	
  3.007 Eloy, AZ

  
	
   

  	
  2949 S. Toltec Road

  
	
   

  	
  Eloy, AZ 85231

  
	
   

  	
  (TCA Site No. 7)

  

 

PARCEL
NO. 1:

 

THAT PART OF SECTION 34,
TOWNSHIP 7 SOUTH, RANGE 7 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
PINAL COUNTY, ARIZONA, LYING SOUTH OF I-10 AND EAST OF TOLTEC ROAD, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:

 

COMMENCING AT THE
NORTHWEST CORNER OF SAID SECTION 34;

 

THENCE SOUTH 00
DEGREES 56 MINUTES 00 SECONDS WEST ALONG THE WEST LINE OF THE NORTHWEST QUARTER
OF SAID SECTION 34, A DISTANCE OF 1403.52 FEET;

 

THENCE SOUTH 89
DEGREES 04 MINUTES 00 SECONDS EAST PERPENDICULAR TO SAID WEST LINE A DISTANCE
OF 100.00 FEET TO A POINT ON THE EAST LINE OF THE WEST 100 FEET OF SAID
NORTHWEST QUARTER, SAID POINT ALSO BEING THE BEGINNING OF A CURVE THE RADIUS OF
WHICH BEARS SOUTH 89 DEGREES 04 MINUTES 00 SECONDS EAST, A DISTANCE OF 20.00
FEET THEREFROM, SAID POINT ALSO BEING THE TRUE POINT OF BEGINNING;

 

THENCE NORTHEASTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90 DEGREES 00 MINUTES 00
SECONDS, A DISTANCE OF 31.42 FEET TO A POINT OF TANGENCY;

 

THENCE SOUTH 89
DEGREES 04 MINUTES 00 SECONDS EAST A DISTANCE OF 130.51 FEET TO THE BEGINNING
OF A TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 150.00 FEET;

 

THENCE NORTHEASTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 55 DEGREES 00 MINUTES 00
SECONDS, A DISTANCE OF 143.99 FEET TO A POINT OF TANGENCY;

 

THENCE NORTH 35
DEGREES 56 MINUTES 00 SECONDS EAST A DISTANCE OF 334.06 FEET TO THE BEGINNING
OF A TANGENT CURVE CONCAVE SOUTHEASTERLY AND HAVING A RADIUS OF 175.00 FEET;

 

THENCE NORTHEASTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 49 DEGREES 56 MINUTES 23
SECONDS, A DISTANCE OF 152.53 FEET TO THE BEGINNING OF A COMPOUND CURVE CONCAVE
SOUTHWESTERLY AND HAVING A RADIUS OF 325.00 FEET;

 

THENCE SOUTHEASTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 40 DEGREES 26 MINUTES 48
SECONDS A DISTANCE OF 229.43 FEET TO A POINT OF TANGENCY;

 

THENCE SOUTH 53
DEGREES 40 MINUTES 49 SECONDS EAST A DISTANCE OF 390.94 FEET;

 

THENCE SOUTH 00
DEGREES 56 MINUTES 00 SECONDS WEST, A DISTANCE OF 671.39 FEET;

 

THENCE NORTH 89
DEGREES 04 MINUTES 00 SECONDS WEST, A DISTANCE OF 1163.50 FEET TO A POINT ON
THE EAST LINE OF THE WEST 65.00 FEET OF SAID NORTHWEST QUARTER;

 

THENCE NORTH 00
DEGREES 56 MINUTES 00 SECONDS EAST ALONG THE LAST DESCRIBED EAST LINE, A
DISTANCE OF 120.00 FEET;

 

THENCE SOUTH 89
DEGREES 04 MINUTES 00 SECONDS EAST, A DISTANCE OF 35.00 FEET TO A POINT ON THE
AFOREMENTIONED EAST LINE OF THE WEST 100.00 FEET OF SAID NORTHWEST QUARTER;

 

THENCE NORTH 00
DEGREES 56 MINUTES 00 SECONDS EAST ALONG SAID EAST LINE, A DISTANCE OF

 

1

 

405.00 FEET TO THE
TRUE POINT OF BEGINNING;

 

EXCEPT ONE-HALF OF
ALL MINERALS FOUND UPON OR IN SAID PROPERTY, AS RESERVED BY GLADYS JOHNSTON
MARKLEY, IN INSTRUMENT RECORDED NOVEMBER 26, 1958, IN DOCKET 217,
PAGE 327.

 

PARCEL NO. 2:

 

THAT PART OF SECTION 34,
TOWNSHIP 7 SOUTH, RANGE 7 EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
PINAL COUNTY, ARIZONA, LYING SOUTH OF I-10 AND EAST OF TOLTEC ROAD, MORE
PARTICULARLY DESCRIBED AS FOLLOWS:

 

COMMENCING AT THE
NORTHWEST CORNER OF SAID SECTION 34;

 

THENCE SOUTH 00
DEGREES 56 MINUTES 00 SECONDS WEST ALONG THE WEST LINE OF THE NORTHWEST QUARTER
OF SAID SECTION 34, A DISTANCE OF 1007.23 FEET;

 

THENCE SOUTH 89
DEGREES 04 MINUTES 00 SECONDS EAST PERPENDICULAR TO SAID WEST LINE A DISTANCE
OF 100.00 FEET TO A POINT ON THE EAST LINE OF THE WEST 100.00 FEET OF SAID
NORTHWEST QUARTER, SAID POINT BEING THE TRUE POINT OF BEGINNING;

 

THENCE CONTINUING
SOUTH 89 DEGREES 04 MINUTES 00 SECONDS EAST, A DISTANCE OF 418.90 FEET TO A
POINT ON A CURVE, THE RADIUS OF WHICH BEARS SOUTH 52 DEGREES 47 MINUTES 14
SECONDS EAST, A DISTANCE OF 235.00 FEET THEREFROM;

 

THENCE SOUTHWESTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 01 DEGREES 16 MINUTES 46
SECONDS A DISTANCE OF 5.25 FEET TO A POINT OF TANGENCY;

 

THENCE SOUTH 15 DEGREES
56 MINUTES 00 SECONDS WEST, A DISTANCE OF 254.00 FEET TO THE BEGINNING OF A
TANGENT CURVE CONCAVE NORTHWESTERLY AND HAVING A RADIUS OF 150.00 FEET;

 

THENCE SOUTHWESTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 55 DEGREES 00 MINUTES 00
SECONDS, A DISTANCE OF 143.99 FEET TO A POINT OF TANGENCY;

 

THENCE NORTH 89
DEGREES 04 MINUTES 00 SECONDS WEST, A DISTANCE OF 127.28 FEET TO THE BEGINNING
OF A TANGENT CURVE CONCAVE NORTHEASTERLY AND HAVING A RADIUS OF 20.00 FEET;

 

THENCE NORTHWESTERLY
ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 90 DEGREES 00 MINUTES 00
SECONDS, A DISTANCE OF 31.42 FEET TO A POINT OF TANGENCY, SAID POINT ALSO LYING
ON SAID EAST LINE OF THE WEST 100.00 FEET OF SAID NORTHWEST QUARTER;

 

THENCE NORTH 00
DEGREES 56 MINUTES 00 SECONDS EAST ALONG SAID EAST LINE A DISTANCE OF 256.29
FEET TO THE TRUE POINT OF BEGINNING;

 

EXCEPT ONE-HALF OF
ALL MINERALS FOUND UPON OR IN SAID PROPERTY, AS RESERVED BY GLADYS JOHNSTON
MARKLEY IN INSTRUMENT RECORDED NOVEMBER 26, 1958 IN DOCKET 217, PAGE 327.

 

2

 

A-5

 

	
   

  	
  3.094 Kingman, AZ

  
	
   

  	
  946 West Beale
  Street

  
	
   

  	
  Kingman, AZ 86401

  
	
   

  	
  (TCA Site No. 94)

  

 

PARCEL
NO. 1:

 

A PORTION OF THE
SOUTHWEST QUARTER (SW1/4) OF SECTION 23, TOWNSHIP 21 NORTH, RANGE 17 WEST
OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MOHAVE COUNTY, ARIZONA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT THE
SOUTHERLY MOST CORNER OF PARCEL “A” AS DELINEATED ON THE PLAT OF RECORD
ENTITLED: DEPENDENT RESURVEY & RETRACEMENT OF A PORTION OF THE
SOUTHWEST QUARTER (SW 1/4) OF SECTION 23, TOWNSHIP 21 NORTH, RANGE 17 WEST
OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MOHAVE COUNTY, ARIZONA, RECORDED
NOVEMBER 19, 1981, AS RECEPTION NO. 81-41705 IN THE OFFICE OF THE RECORDER,
MOHAVE COUNTY, ARIZONA, BEING A 5/8” REBAR W/TAG RLS 8904;

 

THENCE NORTH 37
DEGREES 57 MINUTES 30 SECONDS EAST, 137.62 FEET TO THE SOUTHWESTERLY
RIGHT-OF-WAY LINE FOR U.S. HIGHWAY 93 BEING A POINT IN A NON-TANGENT CURVE
CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 1959.86 FEET;

 

THENCE FROM A LOCAL
TANGENT BEARING OF NORTH 55 DEGREES 06 MINUTES 12 SECONDS WEST NORTHWESTERLY
ALONG THE ARC OF SAID CURVE AND ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE
THROUGH A CENTRAL ANGLE OF 04 DEGREES 03 MINUTES 01 SECONDS, 138.54 FEET TO A
5/8” REBAR W/CAP AT WHICH POINT THE LOCAL TANGENT BEARS NORTH 51 DEGREES 03
MINUTES 11 SECONDS WEST;

 

THENCE SOUTH 17
DEGREES 17 MINUTES 45 SECONDS WEST, 18.0 FEET;

 

THENCE SOUTH 52
DEGREES 02 MINUTES 30 SECONDS EAST, 10.0 FEET;

 

THENCE SOUTH 25 DEGREES
31 MINUTES 29 SECONDS WEST, 65.44 FEET;

 

THENCE SOUTH 17
DEGREES 17 MINUTES 45 SECONDS WEST, 79.48 FEET TO A 5/8” REBAR W/CAP BEING A
POINT IN THE CENTER LINE OF BEACON STREET AS DELINEATED ON THE PLAT OF RECORD
FOR BOULDER DAM HIGHWAY ADDITION UNIT 1, AMENDED, RECORDED MAY 23, 1929,
RECORDS OF MOHAVE COUNTY, ARIZONA;

 

THENCE ALONG SAID
CENTER LINE SOUTH 52 DEGREES 02 MINUTES 30 SECONDS EAST, 80.00 FEET TO A 5/8”
REBAR W/CAP;

 

THENCE NORTH 37
DEGREES 57 MINUTES 30 SECONDS EAST, 20.00 FEET TO A POINT OF BEGINNING;

 

(THE ABOVE DESCRIBED
PARCEL INCLUDES ALL OR PORTIONS OF LOTS 7, 8, 9, 10, 11, 12, 56, 57, 58, 59, 60
AND 61 SAID BOULDER DAM HIGHWAY ADDITION)

 

EXCEPT ALL OIL,
PETROLEUM, NATURAL GAS, MINERAL RIGHTS AND OTHER HYDROCARBON SUBSTANCES LYING
BELOW A DEPTH OF 500 VERTICAL FEET FROM THE SURFACE OF SAID LAND, FOR THE
PURPOSE OF EXPLORING FOR, EXTRACTING, MINING, BORING, REMOVING, OR MARKETING
SAID SUBSTANCES, HOWEVER, WITHOUT ANY RIGHT OF ANY ENTRY UPON THE SURFACE OF
SAID LAND AS SET FORTH IN DEED RECORDED IN BOOK 512 OF OFFICIAL RECORDS, PAGE
58, RECORDS OF MOHAVE COUNTY, ARIZONA.

 

AND

 

A PORTION OF THE
SOUTHWEST QUARTER (SW1/4) OF SECTION 23, TOWNSHIP 21 NORTH, RANGE 17

 

1

 

WEST OF THE GILA AND
SALT RIVER BASE AND MERIDIAN, MOHAVE COUNTY, ARIZONA, BEING A PORTION OF PARCEL
“B”, AS DELINEATED ON THE PLAT OF RECORD ENTITLED: DEPENDENT RESURVEY &
RETRACEMENT OF A PORTION OF THE SOUTHWEST QUARTER (SW1/4) OF SECTION 23,
TOWNSHIP 21 NORTH, RANGE 17 WEST OF THE GILA AND SALT RIVER BASE AND MERIDIAN,
MOHAVE COUNTY, ARIZONA, RECORDED NOVEMBER 19, 1981, AS RECEPTION NO. 81-41705
IN THE OFFICE OF THE RECORDER, MOHAVE COUNTY, ARIZONA, BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:

 

COMMENCING AT THE
WEST QUARTER CORNER OF SAID SECTION 23, A BRASS DISC IN HANDHOLE STAMPED “CK
151” HAVING ARIZONA WEST ZONE, TRANSVERSE MERCATOR COORDINATE VALUES OF X =
405701.03; Y = 152550.64;

 

THENCE ALONG THE EAST
- WEST CENTER SECTION LINE OF SAID SECTION 23, NORTH 89 DEGREES 14
MINUTES 30 SECONDS WEST (BASIS OF BEARINGS: GRID NORTH SAID WEST ZONE), 1473.93
FEET (LENGTHS ARE GROUND VALUES MULTIPLY BY 0.9997786 TO OBTAIN GRID VALUES)
(SOUTH 89 DEGREES 09 MINUTES WEST, 1474 FEET OR 1474.6 FEET - RECORD) TO A
RAILROAD SPIKE BEING A POINT IN THE EAST RIGHT-OF-WAY LINE FOR “F” STREET AS
DELINEATED ON THE PLAT OF WEST KINGMAN ADDITION, UNIT 2, RECORDED JUNE 13,
1930;

 

THENCE ALONG SAID
EAST RIGHT-OF-WAY LINE SOUTH 01 DEGREES 09 MINUTES 25 SECONDS WEST, 201.26 FEET
(SOUTH - RECORD) TO A 5/8” REBAR W-YELLOW CAP BEING THE SOUTHWEST CORNER OF THE
PARCEL DESCRIBED IN BOOK 149 OF DEEDS, PAGE 261 AND THE TRUE POINT OF
BEGINNING;

 

THENCE CONTINUING
ALONG SAID EAST RIGHT-OF-WAY LINE FOR “F”  STREET SOUTH 01 DEGREES 09 MINUTES
25 SECONDS WEST, 1066.59 FEET (SOUTH - RECORD) TO A 5/8” REBAR W/YELLOW CAP;

 

THENCE SOUTH 88
DEGREES 22 MINUTES 44 SECONDS EAST, 731.06 FEET TO A 5/8” REBAR W/YELLOW CAP
BEING A POINT IN THE WEST LINE OF BLOCK 7, HOLLYWOOD ADDITION, UNIT 1, RECORDED
MARCH 25, 1929;

 

THENCE ALONG SAID
WEST LINE NORTH 01 DEGREES 22 MINUTES 18 SECONDS EAST, 429.89 FEET (NORTH -
RECORD) TO A 5/8” REBAR W/YELLOW CAP BEING A POINT IN THE SOUTH RIGHT-OF-WAY LINE
FOR BEACON STREET AS DELINEATED ON THE PLAT FOR BOULDER DAM HIGHWAY ADDITION,
UNIT 1 AMENDED, RECORDED MAY 23, 1929;

 

THENCE ALONG SAID
SOUTH RIGHT-OF-WAY LINE NORTH 52 DEGREES 02 MINUTES 30 SECONDS WEST, 727.07
FEET (NORTH 52 DEGREES 18 MINUTES WEST - RECORD) TO A 5/8” REBAR W/YELLOW CAP
BEING A POINT IN THE EAST LINE OF THE PARCEL DESCRIBED IN BOOK 280 OF DEEDS,
PAGE 10;

 

THENCE ALONG SAID
EAST LINE NORTH 01 DEGREES 37 MINUTES 16 SECONDS EAST, 49.66 FEET (NORTH -
RECORD) TO A 5/8” REBAR W/YELLOW CAP BEING THE SOUTHEAST CORNER OF THE PARCEL
DESCRIBED IN BOOK 149 OF DEEDS, PAGE 261;

 

THENCE ALONG THE SOUTH LINE OF THE PARCEL LAST MENTIONED NORTH 42 DEGREES 37 MINUTES
30 SECONDS WEST, 218.04 FEET (200.65 FEET - RECORD) TO THE POINT OF BEGINNING.

 

EXCEPT THAT PORTION
DESCRIBED AS FOLLOWS:

 

BEGINNING AT THE
SOUTHWEST CORNER OF PARCEL “A” AS DELINEATED ON THE PLAT OF RECORD ENTITLED:
DEPENDENT RESURVEY & RETRACEMENT OF A PORTION OF THE SOUTHWEST QUARTER
(SW1/4) OF SECTION 23, TOWNSHIP 21 NORTH, RANGE 17 WEST OF THE GILA AND
SALT RIVER BASE AND MERIDIAN, MOHAVE COUNTY, ARIZONA, RECORDED NOVEMBER 19, 1981,
AT RECEPTION NO. 81-41705 IN THE OFFICE OF THE RECORDER, MOHAVE COUNTY,
ARIZONA, BEING A 5/8” REBAR W/CAP;

 

THENCE ALONG THE EAST
LINE OF THE PARCEL DESCRIBED IN BOOK 149 OF DEEDS, PAGE 261, NORTH 01 DEGREES
37 MINUTES 16 SECONDS EAST, 178.06 FEET (NORTH 185.42 FEET - RECORD) TO A
RAILROAD SPIKE BEING A POINT IN THE SOUTHWESTERLY RIGHT-OF-WAY LINE FOR U.S.
HIGHWAY 93 AND A POINT IN A NON-TANGENT CURVE CONCAVE TO THE NORTHEAST HAVING A
RADIUS OF

 

2

 

1959.86 FEET;

 

THENCE FROM A LOCAL
TANGENT BEARING OF SOUTH 46 DEGREES 40 MINUTES 04 SECONDS EAST, SOUTHEASTERLY
ALONG THE ARC OF SAID CURVE AND ALONG SAID SOUTHWESTERLY RIGHT-OF-WAY LINE
THROUGH A CENTRAL ANGLE OF 04 DEGREES 23 MINUTES 07 SECONDS, 150.00 FEET TO A
5/8” REBAR W/CAP AT WHICH POINT THE LOCAL TANGENT BEARS SOUTH 51 DEGREES 03
MINUTES 11 SECONDS EAST;

 

THENCE SOUTH 17
DEGREES 17 MINUTES 45 SECONDS WEST, 18.0 FEET; 

 

THENCE SOUTH 52
DEGREES 02 MINUTES 30 SECONDS EAST, 10.0 FEET; 

 

THENCE SOUTH 25 DEGREES
31 MINUTES 29 SECONDS WEST, 65.44 FEET;

 

THENCE SOUTH 17
DEGREES 17 MINUTES 45 SECONDS WEST, 79.48 FEET TO A 5/8” REBAR W/CAP BEING A
POINT IN THE CENTER LINE OF BEACON STREET AS DELINEATED ON THE PLAT OF RECORD
FOR BOULDER DAM HIGHWAY ADDITION UNIT 1, AMENDED, RECORDED MAY 23, 1929,
RECORDS OF MOHAVE COUNTY, ARIZONA;

 

THENCE SOUTH 37
DEGREES 57 MINUTES 30 SECONDS WEST, 20.00 FEET TO A 5/8” REBAR W/CAP BEING A
POINT IN THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF BEACON STREET;

 

THENCE SOUTH 35
DEGREES 37 MINUTES 35 SECONDS WEST, 192.87 FEET TO A P-K FASTENER W/TAG;

 

THENCE NORTH 88
DEGREES 50 MINUTES 35 SECONDS WEST, 100.00 FEET TO A 5/8” REBAR W/CAP BEING A POINT IN THE EAST
RIGHT-OF-WAY LINE FOR “F” STREET AS DELINEATED ON THE PLAT OF RECORD FOR WEST
KINGMAN ADDITION, UNIT 2, RECORDED JUNE 13, 1930, RECORDS OF MOHAVE COUNTY,
ARIZONA;

 

THENCE ALONG SAID
EAST RIGHT-OF-WAY LINE NORTH 01 DEGREES 09 MINUTES 25 SECONDS EAST, 410.00 FEET
TO A 5/8” REBAR W/CAP IN CONCRETE BEING THE SOUTHWEST CORNER OF THE PARCEL DESCRIBED
IN BOOK 149 OF DEEDS, PAGE 261;

 

THENCE ALONG THE
SOUTHERLY LINE THEREOF SOUTH 42 DEGREES 37 MINUTES 30 SECONDS EAST, 218.04 FEET
(200.65 FEET - RECORD) TO THE POINT OF BEGINNING;

 

AND

 

LOTS 6 THROUGH 13, INCLUSIVE,
BLOCK 7 OF HOLLYWOOD ADDITION TO KINGMAN UNIT 1, ACCORDING TO THE PLAT THEREOF,
RECORDED MARCH 25, 1929, IN THE OFFICE OF THE COUNTY RECORDER OF
MOHAVE COUNTY, ARIZONA;

 

AND

 

LOTS 14, 15 AND 16,
BLOCK 7 OF HOLLYWOOD ADDITION TO KINGMAN UNIT NO. 2, ACCORDING TO THE PLAT
THEREOF, RECORDED JUNE 15, 1929, IN THE OFFICE OF THE COUNTY RECORDER OF
MOHAVE COUNTY, ARIZONA;

 

AND

 

THE SOUTH 20 FEET OF
BEACON STREET, AS ABANDONED BY CITY OF KINGMAN RESOLUTION NO. 818, RECORDED
FEBRUARY 10, 1982, IN BOOK 786 OF OFFICIAL RECORDS, PAGE 73 AND QUIT CLAIM
DEED IN BOOK 786 OF OFFICIAL RECORDS, PAGE 74, CONTIGUOUS WITH LOTS 2 THROUGH
27, INCLUSIVE, BLOCK 4 OF BOULDER DAM HIGHWAY ADDITION, ABANDONED BY CITY
OF KINGMAN RESOLUTION NO. 782, RECORDED MAY 15, 1981, IN BOOK 714 OF
OFFICIAL RECORDS, PAGE 271, BEING A PORTION OF THE SOUTHWEST QUARTER (SW1/4) OF
SECTION 23, TOWNSHIP 21 NORTH,

 

3

 

RANGE 17 WEST OF THE
GILA AND SALT RIVER BASE AND MERIDIAN, MOHAVE COUNTY, ARIZONA. 

 

ALSO DESCRIBED AS
FOLLOWS:

 

BEGINNING AT THE
SOUTHEAST CORNER OF LOT 16 OF THE HOLLYWOOD ADDITION TO KINGMAN UNIT NO. 2, ACCORDING TO THE PLAT THEREOF
RECORDED JUNE 15, 1929 IN THE OFFICE OF THE RECORDER OF MOHAVE COUNTY, STATE OF
ARIZONA;

 

THENCE NORTH 88
DEGREES 22 MINUTES 44 SECONDS WEST 103.54 FEET TO THE SOUTHWEST CORNER OF SAID
LOT 16;

 

THENCE NORTH 01
DEGREES 22 MINUTES 18 SECONDS EAST ALONG THE WEST LINE OF SAID LOT 16, 15 AND A
PART OF LOT 14, A DISTANCE OF 115.70 FEET;

 

THENCE NORTH 88
DEGREES 22 MINUTES 44 SECONDS WEST 731.06 FEET; 

 

THENCE NORTH 01
DEGREES 09 MINUTES 25 SECONDS EAST 656.59 FEET; 

 

THENCE SOUTH 88
DEGREES 50 MINUTES 35 SECONDS EAST 100.00 FEET;

 

THENCE NORTH 35
DEGREES 37 MINUTES 35 SECONDS EAST 192.87 FEET TO THE SOUTHWESTERLY RIGHT OF
WAY LINE OF BEACON STREET (40.00 FEET WIDE, ABANDONED PER CITY OF KINGMAN
RESOLUTION NO. 818 RECORDED FEBRUARY 10, 1982 IN BOOK 786 OF OFFICIAL RECORDS,
PAGE 73 AND QUIT CLAIM DEED, IN BOOK 786 OF OFFICIAL RECORDS, PAGE 74);

 

THENCE NORTH 37
DEGREES 57 MINUTES 30 SECONDS EAST 20.00 FEET; 

 

THENCE NORTH 17
DEGREES 17 MINUTES 45 SECONDS EAST 79.48 FEET; 

 

THENCE NORTH 25
DEGREES 31 MINUTES 29 SECONDS EAST 65.44 FEET; 

 

THENCE NORTH 52
DEGREES 02 MINUTES 30 SECONDS WEST 10.00 FEET;

 

THENCE NORTH 17
DEGREES 17 MINUTES 45 SECONDS EAST 18.00 FEET TO A POINT ON THE SOUTHWESTERLY
RIGHT OF WAY OF U.S. HIGHWAY 93 (100.00 FEET WIDE) AND ALSO A POINT ON A CURVE
CONCAVE NORTHEASTERLY HAVING A RADIUS OF 1,959.86 FEET AND A RADIAL LINE THAT
BEARS NORTH 38 DEGREES 56 MINUTES 49 SECONDS EAST;

 

THENCE ALONG SAID
CURVE THROUGH A CENTRAL ANGLE OF 04 DEGREES 03 MINUTES 01 SECONDS AND AN ARC
DISTANCE OF 138.54 FEET;

 

THENCE SOUTH 37
DEGREES 57 MINUTES 30 SECONDS WEST 157.62 FEET;

 

THENCE SOUTH 52
DEGREES 02 MINUTES 30 SECONDS EAST 558.92 FEET TO A POINT ON THE WEST LINE OF
LOT 5 OF THE HOLLYWOOD ADDITION TO KINGMAN UNIT NO. 1;

 

THENCE SOUTHERLY
ALONG THE WEST LINE OF SAID LOT 5 SOUTH 01 DEGREES 22 MINUTES 18 SECONDS WEST
10.24 FEET TO THE NORTHWEST CORNER OF LOT 6 OF THE HOLLYWOOD ADDITION TO
KINGMAN UNIT NO. 1;

 

THENCE ALONG THE
NORTHERLY LINE OF SAID LOT 6 SOUTH 83 DEGREES 43 MINUTES 00 SECONDS EAST 106.33
FEET TO THE NORTHEAST CORNER OF SAID LOT 6;

 

THENCE SOUTHERLY
SOUTH 01 DEGREES 37 MINUTES 16 SECONDS WEST 551.61 FEET TO THE POINT OF
BEGINNING.

 

4

 

PARCEL NO. 2:

 

THAT PORTION OF THE
WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER (W1/2 SE1/4 SW1/4)
OF SECTION 23, TOWNSHIP 21 NORTH, RANGE 17 WEST OF THE GILA AND SALT RIVER
BASE AND MERIDIAN, MOHAVE COUNTY, ARIZONA, MORE PARTICULARLY DESCRIBED AS
FOLLOWS:

 

COMMENCING AT THE
SOUTHWEST CORNER OF SAID SECTION 23, AS SHOWN ON THAT CERTAIN PLAT
RECORDED NOVEMBER 19, 1981, AT FEE NO. 81-41705 IN THE RECORDS OF THE MOHAVE
COUNTY RECORDER AND RUNNING THENCE SOUTH 89 DEGREES 15 MINUTES 19 SECONDS EAST
ALONG THE SOUTH LINE OF SAID SECTION 23, 1452.59 FEET TO THE WEST 1/16
CORNER ON THE SOUTH LINE OF SAID SECTION 23;

 

THENCE NORTH 01
DEGREES 09 MINUTES 12 SECONDS EAST ALONG THE WEST LINE OF SAID WEST HALF OF THE
SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER (W1/2 SE14 SW1/4), 897.40 FEET TO
THE POINT OF BEGINNING AND  SOUTHWEST CORNER OF THE PARCEL
HEREIN DESCRIBED, SAID POINT BEING THE NORTHWEST CORNER OF THE SOUTHERLY 15
ACRES OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER (W1/2
SE1/4 SW1/4) OF SAID SECTION 23;

 

THENCE CONTINUING
NORTH 01 DEGREES 09 MINUTES 12 SECONDS EAST ALONG SAID WEST LINE OF THE WEST
HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER (W1/2 SE1/4 SW1/4),
407.40 FEET TO THE INTERSECTION OF SAID WEST LINE AND THE MONUMENTED
ORIGINAL NORTH ALIQUOT 1/16 LINE OF THE WEST HALF OF THE SOUTHEAST QUARTER OF
THE SOUTHWEST QUARTER (W1/2 SE1/4 SW1/4) OF SAID SECTION 23, SAID POINT
BEING THE NORTHWEST CORNER OF THE PARCEL HEREIN DESCRIBED;

 

THENCE SOUTH 89
DEGREES 11 MINUTES 30 SECONDS EAST ALONG SAID NORTH LINE OF THE WEST HALF OF
THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER (W1/2 SE1/4 SW1/4), 106.50 FEET;

 

THENCE SOUTH 00
DEGREES 48 MINUTES 30 SECONDS WEST, 230.00 FEET;

 

THENCE SOUTH 89
DEGREES 11 MINUTES 30 SECONDS EAST, 540.00 FEET;

 

THENCE NORTH 00
DEGREES 48 MINUTES 30 SECONDS EAST, 230.00 FEET TO A POINT LYING ON SAID
MONUMENTED ORIGINAL NORTH ALIQUOT 1/16 LINE;

 

THENCE SOUTH 89
DEGREES 11 MINUTES 30 SECONDS EAST ALONG SAID NORTH ALIQUOT 1/16 LINE, 84.34
FEET TO THE INTERSECTION OF SAID MONUMENTED ORIGINAL NORTH ALIQUOT 1/16
LINE WITH THE WEST LINE OF BLOCK 7 OF THE HOLLYWOOD ADDITION TO KINGMAN, UNIT
NO. 2, AS SHOWN ON THE PLAT THEREOF, RECORDED JUNE 15, 1929, SAID POINT BEING
THE NORTHEAST CORNER OF THE PARCEL HEREIN DESCRIBED;

 

THENCE SOUTH 01 DEGREES 22 MINUTES 18 SECONDS WEST ALONG SAID WEST
LINE OF BLOCK 7 EXTENDED, 117.35
FEET TO THE INTERSECTION OF
SAID WEST LINE WITH THE CENTERLINE OF HOLLY DRIVE AS SAID HOLLY DRIVE IS SHOWN ON THE PLAT OF SAID HOLLYWOOD
ADDITION UNIT 2;

 

THENCE NORTH 88
DEGREES 22 MINUTES 44 SECONDS WEST ALONG SAID CENTERLINE OF HOLLY DRIVE, 21.59
FEET TO THE INTERSECTION WITH THE WEST LINE OF BLOCK 8 OF SAID HOLLYWOOD
ADDITION UNIT 2 EXTENDED;

 

THENCE SOUTH 01
DEGREES 37 MINUTES 16 SECONDS WEST ALONG SAID WEST BOUNDARY OF BLOCK 8, 289.61
FEET TO THE SOUTHEAST CORNER OF THE PARCEL HEREIN DESCRIBED, SAID POINT BEING
ON THE NORTH LINE OF THE SOUTHERLY 15 ACRES OF THE WEST HALF OF THE SOUTHEAST
QUARTER OF THE SOUTHWEST QUARTER (W1/2 SE1/4 SW1/4) OF SECTION 23;

 

THENCE NORTH 89
DEGREES 15 MINUTES 19 SECONDS WEST ALONG THE NORTH LINE OF SAID

 

5

 

SOUTHERLY 15 ACRES,
706.43 FEET TO THE POINT OF BEGINNING.

 

PARCEL NO. 3:

 

THE SOUTHERLY 15.0
ACRES OF THE WEST HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER (W 1/2
SE1/4 SW1/4) OF SECTION 23, TOWNSHIP 21 NORTH, RANGE 17 WEST OF THE GILA
AND SALT RIVER BASE AND MERIDIAN, MOHAVE COUNTY, ARIZONA.

 

EXCEPT FOR ANY
PORTION LYING WITHIN HOLLYWOOD ADDITION TO KINGMAN, UNIT NO. 2, ACCORDING TO
THE PLAT THEREOF RECORDED JUNE 15, 1929 IN THE OFFICE OF THE RECORDER OF MOHAVE
COUNTY, ARIZONA.

 

6

 

	
  A-6

  	
  3.225 Tonopah, AZ

  
	
   

  	
  1010 North 339th
  Avenue

  
	
   

  	
  Tonopah, AZ 85354

  
	
   

  	
  (TCA Site No. 225)

  

 

PARCEL
NO. 1: (FEE PARCEL)

 

THE EAST ONE-HALF OF
THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 1 NORTH, RANGE 5 WEST, OF THE
GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA.

 

EXCEPT THE SOUTH 15
FEET FOR ROAD PURPOSES.

 

ALSO EXCEPT THAT
PORTION OF THE EAST HALF OF THE NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 1
NORTH, RANGE 5 WEST, OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA
COUNTY, ARIZONA, WHICH LIES WITHIN THE FOLLOWING DESCRIBED TRACT OF LAND: 

 

BEGINNING AT THE
NORTHEAST CORNER OF SAID SECTION 5;

 

THENCE NORTH 89
DEGREES 58 MINUTES 36 SECONDS WEST ALONG THE NORTH LINE OF SAID SECTION 5,
A DISTANCE OF 405.18 FEET;

 

THENCE SOUTH 54
DEGREES 43 MINUTES 23 SECONDS WEST 154.79 FEET; 

 

THENCE SOUTH 79
DEGREES 39 MINUTES 57 SECONDS WEST 774.31 FEET;

 

THENCE NORTH 75
DEGREES 01 MINUTES 36 SECONDS WEST 28.56 FEET TO THE WEST LINE OF SAID EAST
HALF OF THE NORTHEAST QUARTER;

 

THENCE SOUTH 00
DEGREES 13 MINUTES 10 SECONDS EAST ALONG SAID WEST LINE A DISTANCE OF 357.72
FEET;

 

THENCE SOUTH 70
DEGREES 27 MINUTES 10 SECONDS EAST 235.56 FEET; 

 

THENCE SOUTH 47
DEGREES 33 MINUTES 41 SECONDS EAST 563.51 FEET; 

 

THENCE SOUTH 23
DEGREES 11 MINUTES 51 SECONDS EAST 759.29 FEET; 

 

THENCE NORTH 89
DEGREES 48 MINUTES 09 SECONDS EAST 288.55 FEET; 

 

THENCE SOUTH 00
DEGREES 11 MINUTES 51 SECONDS EAST 300.00 FEET;

 

THENCE NORTH 89
DEGREES 48 MINUTES 09 SECONDS EAST 100 FEET TO THE EAST LINE OF SAID
SECTION 5;

 

THENCE NORTH 00
DEGREES 11 MINUTES 51 SECONDS WEST ALONG SAID EAST SECTION LINE, A DISTANCE
OF 2034.12 FEET TO THE POINT OF BEGINNING; AND

 

EXCEPT ANY PORTION
LYING NORTH OF THE NORTH LINE OF EHRENBERG-PHOENIX HIGHWAY, INTERSTATE
ROUTE 10 (I-10).

 

THE FOREGOING
PROPERTY IS ALSO DESCRIBED AS FOLLOWS: 

 

PARCEL NO. 1:

 

A PORTION OF THE
NORTHEAST QUARTER OF SECTION 5, TOWNSHIP 1 NORTH, RANGE 5 WEST OF THE GILA
AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA, DESCRIBED AS
FOLLOWS:

 

 

COMMENCING AT THE
NORTHEAST CORNER OF SAID SECTION 5;

 

THENCE ALONG THE EAST
LINE OF SAID SECTION 5, BEING ALSO THE BASIS OF BEARINGS FOR THIS
DESCRIPTION, SOUTH 00 DEGREES 11 MINUTES 51 SECONDS EAST, 2034.11 FEET TO THE
TRUE POINT OF BEGINNING;

 

THENCE CONTINUING
SOUTH 00 DEGREES 11 MINUTES 51 SECONDS EAST, 594.97 FEET;

 

THENCE SOUTH 89
DEGREES 53 MINUTES 20 SECONDS WEST, 1322.58 FEET TO AN IRON BAR WITH CAP
LS28232;

 

THENCE NORTH 00
DEGREES 10 MINUTES 43 SECONDS WEST, 2053.33 FEET TO AN IRON BAR WITH CAP
LS6975;

 

THENCE SOUTH 70
DEGREES 27 MINUTES 10 SECONDS EAST, 235.56 FEET (RECORD), TO AN ARIZONA HIGHWAY
RIGHT-OF-WAY MONUMENT;

 

THENCE SOUTH 47
DEGREES 32 MINUTES 57 SECONDS EAST, 563.51 FEET MEASURED, SOUTH 47 DEGREES 32
MINUTES 41 SECONDS EAST, 563.51 FEET (RECORD) TO AN ARIZONA HIGHWAY
RIGHT-OF-WAY MONUMENT;

 

THENCE SOUTH 23
DEGREES 12 MINUTES 06 SECONDS EAST, 759.15 FEET MEASURED, SOUTH 23 DEGREES 11
MINUTES 51 SECONDS EAST, 759.29 FEET (RECORD) TO AN IRON BAR WITH CAP LS13177;

 

THENCE NORTH 89
DEGREES 47 MINUTES 14 SECONDS EAST, 288.49 FEET TO A POINT 100.00 FEET WEST OF
THE EAST LINE OF SAID SECTION 5, SAID POINT BEING ALSO 0.36 FEET EAST OF A
FOUND ARIZONA HIGHWAY RIGHT-OF-WAY MONUMENT;

 

THENCE SOUTH 00
DEGREES 11 MINUTES 51 SECONDS EAST, 300.00 FEET TO A P.K. SURVEY NAIL WITH
BRASS TAG;

 

THENCE NORTH 89
DEGREES 49 MINUTES 09 SECONDS EAST, 100.00 FEET TO THE TRUE POINT OF BEGINNING.

 

 

	
   

  	
  3.225 Tonopah, AZ

  
	
   

  	
  1010 North 339th Avenue

  
	
   

  	
  Tonopah, AZ 85354

  
	
   

  	
  (TCA Site No. 225)

  
	
   

  	
  (Leasehold Parcel)

  

 

Legal Description

 

Parcel containing approximately ten
(10) acres known as Land # 01.0-N-05.0-W-05-07-031-1003 NWNESE.

 

 

	
  A-7

  	
  3.226 Willcox, AZ

  
	
   

  	
  1501 N. Fort Grant Road

  
	
   

  	
  Willcox, AZ 85643

  
	
   

  	
  (TCA Site
  No. 226)

  

 

PARCEL NO. 1:

 

THE SOUTHEAST QUARTER
OF SECTION 25, TOWNSHIP 13 SOUTH, RANGE 24 EAST OF THE GILA AND SALT RIVER
BASE AND MERIDIAN, COCHISE COUNTY, ARIZONA;

 

EXCEPT THOSE PARCELS
(A), (B), (C), (D), (E), (F), (G), AND (H), DESCRIBED AS FOLLOWS:

 

PARCEL (A):

 

BEGINNING AT THE
SOUTHEAST CORNER OF SAID SECTION 25;

 

THENCE NORTH 0
DEGREES 25 MINUTES 00 SECONDS WEST, ALONG THE EAST LINE OF SAID
SECTION 25, A DISTANCE OF 351.16 FEET;

 

THENCE SOUTH 18
DEGREES 30 MINUTES 34 SECONDS WEST, 370.54 FEET TO THE SOUTH LINE OF SAID
SECTION 25;

 

THENCE NORTH 89
DEGREES 53 MINUTES 35 SECONDS EAST, ALONG SAID SOUTH SECTION LINE, A
DISTANCE OF 120.18 FEET TO THE POINT OF BEGINNING; AND

 

PARCEL (B):

 

BEGINNING AT A POINT
ON THE EAST LINE OF SAID SECTION 25, WHICH POINT BEARS NORTH 0 DEGREES 25
MINUTES 00 SECONDS WEST, 351.16 FEET FROM THE SOUTHEAST CORNER OF SAID
SECTION 25;

 

THENCE NORTH 00
DEGREES 25 MINUTES 00 SECONDS WEST, ALONG SAID EAST SECTION LINE, A
DISTANCE OF 770.24 FEET;

 

THENCE SOUTH 89
DEGREES 35 MINUTES 00 SECONDS WEST, 50.00 FEET;

 

THENCE SOUTH 00
DEGREES 25 MINUTES 00 SECONDS EAST, 142.25 FEET;

 

THENCE SOUTH 33
DEGREES 16 MINUTES 45 SECONDS WEST, 898.16 FEET;

 

THENCE SOUTH 60
DEGREES 91 MINUTES 40 SECONDS WEST, 367.16 FEET;

 

THENCE SOUTH 89
DEGREES 51 MINUTES 40 SECONDS WEST, 961.67 FEET;

 

THENCE SOUTH 00
DEGREES 05 MINUTES 49 SECONDS EAST, 50.18 FEET TO THE SOUTH LINE OF SAID
SECTION 25;

 

THENCE NORTH 89 DEGREES
53 MINUTES 35 SECONDS EAST, ALONG SAID SOUTH SECTION LINE, A DISTANCE OF
1,732.05 FEET TO A POINT, WHICH POINT BEARS SOUTH 89 DEGREES 53 MINUTES 35
SECONDS WEST, 120.18 FEET FROM THE AFORESAID SOUTHEAST CORNER OF
SECTION 25;

 

THENCE NORTH 18
DEGREES 30 MINUTES 34 SECONDS EAST, 370.54 FEET TO THE POINT OF BEGINNING; AND

 

PARCEL (C):

 

BEGINNING AT THE
NORTHWEST CORNER OF THE SAID SOUTHEAST QUARTER;

 

1

 

THENCE SOUTH 89 DEGREES 51 MINUTES 04 SECONDS
EAST, ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER, A DISTANCE OF 1,047.48
FEET;

 

THENCE SOUTH 00 DEGREES 13 MINUTES 22 SECONDS
EAST, l,500.69 FEET TO A LINE 1,135.28 FEET NORTH OF AND PARALLEL WITH THE
SOUTH LINE OF THE SAID SOUTHEAST QUARTER;

 

THENCE NORTH 89 DEGREES 57 MINUTES 00 SECONDS
WEST, ALONG THE SAID PARALLEL LINE, A DISTANCE OF 1,049.07 FEET TO THE WEST
LINE OF THE SAID SOUTHEAST QUARTER;

 

THENCE NORTH 00 DEGREES 09 MINUTES 43 SECONDS
WEST ALONG THE SAID WEST LINE, A DISTANCE OF 1,502.49 FEET TO THE POINT OF
BEGINNING; AND

 

PARCEL (D):

 

THE NORTH 40.00 FEET OF THE SOUTHEAST QUARTER
OF SAID SECTION 25; AND

 

PARCEL (E):

 

COMMENCING AT THE NORTHWEST CORNER OF THE SAID
SOUTHEAST QUARTER;

 

THENCE SOUTH 89 DEGREES 51 MINUTES 04 SECONDS
EAST, ALONG THE NORTH LINE OF THE SAID SOUTHEAST QUARTER, A DISTANCE OF
1,047.48 FEET TO THE POINT OF BEGINNING;

 

THENCE CONTINUE SOUTH 89 DEGREES 51 MINUTES 04
SECONDS EAST, ALONG THE SAID NORTH LINE, A DISTANCE OF 312.22 FEET;

 

THENCE SOUTH 00 DEGREES 13 MINUTES 22 SECONDS EAST,
312.22 FEET;

 

THENCE NORTH 89 DEGREES 51 MINUTES 04 SECONDS
WEST PARALLEL WITH SAID NORTH LINE, A DISTANCE OF 312.22 FEET;

 

THENCE NORTH 00 DEGREES 13 MINUTES 22 SECONDS
WEST, 312.22 FEET TO THE POINT OF BEGINNING; AND

 

PARCEL (F):

 

THE SOUTH 950.00 FEET OF THE WEST HALF OF THE
WEST HALF OF THE SOUTHEAST QUARTER, AND THE SOUTH 940.00 FEET OF THE WEST HALF
OF THE EAST HALF OF THE WEST HALF OF THE SOUTHEAST QUARTER; AND

 

PARCEL (G):

 

COMMENCING AT THE
NORTHWEST CORNER OF SAID SOUTHEAST QUARTER;

 

THENCE SOUTH 89 DEGREES 51 MINUTES 04 SECONDS
EAST, ALONG THE NORTH LINE OF THE SAID SOUTHEAST QUARTER, A DISTANCE OF
1,047.48 FEET;

 

THENCE SOUTH 00 DEGREES 13 MINUTES 22 SECONDS
EAST, 1,500.69 FEET TO THE POINT OF BEGINNING;

 

THENCE CONTINUE SOUTH 00 DEGREES 13 MINUTES 22
SECONDS EAST, 1,085.29 FEET TO THE NORTH RIGHT-OF-WAY LINE OF FORT GRANT ROAD;

 

THENCE NORTH 89 DEGREES 57 MINUTES 00 SECONDS
WEST, ALONG SAID NORTH RIGHT-OF-WAY LINE, A DISTANCE OF 30.00 FEET;

 

2

 

THENCE NORTH 00
DEGREES 13 MINUTES 22 SECONDS WEST, 1,085.29 FEET;

 

THENCE SOUTH 89
DEGREES 47 MINUTES 00 SECONDS EAST, PARALLEL WITH THE SAID NORTH RIGHT-OF-WAY
LINE, A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING; AND

 

PARCEL (H):

 

COMMENCING AT THE
NORTHWEST CORNER OF SAID SOUTHEAST QUARTER;

 

THENCE NORTH 89
DEGREES 51 MINUTES 04 SECONDS EAST, ALONG THE NORTH LINE OF THE SAID SOUTHEAST
QUARTER, A DISTANCE OF 1,407.48 FEET;

 

THENCE SOUTH 00
DEGREES 13 MINUTES 22 SECONDS EAST, 312.22 FEET TO THE POINT OF BEGINNING;

 

THENCE SOUTH 89
DEGREES 51 MINUTES 04 SECONDS EAST, PARALLEL WITH THE SAID NORTH LINE, A
DISTANCE OF 30.00 FEET;

 

THENCE SOUTH 00
DEGREES 13 MINUTES 22 SECONDS EAST, 2,273.72 FEET TO THE NORTH RIGHT-OF-WAY
LINE OF FORT GRANT ROAD;

 

THENCE NORTH 89
DEGREES 57 MINUTES 00 SECONDS WEST, ALONG SAID NORTH RIGHT-OF-WAY LINE 30.00
FEET;

 

THENCE NORTH 00
DEGREES 13 MINUTES 22 SECONDS WEST, 2,273.77 FEET TO THE POINT OF BEGINNING.

 

LESS AND EXCEPT ANY
PORTION OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 13 SOUTH, RANGE 2
EAST OF THE GILA AND SALT RIVER BASE AND MERIDIAN, COCHISE COUNTY, ARIZONA,
LYING EASTERLY OF THE WEST RIGHT OF WAY LINE OF VIRGINIA AVENUE.

 

PARCEL NO. 2:

 

THE SOUTH 950.00 FEET
OF THE WEST HALF OF THE WEST HALF OF THE SOUTHEAST QUARTER, AND THE SOUTH
950.00 FEET OF THE WEST HALF OF THE EAST HALF OF THE WEST HALF OF THE SOUTHEAST
QUARTER OF SECTION 25, TOWNSHIP 13 SOUTH, RANGE 24 EAST OF THE GILA AND
SALT RIVER BASE AND MERIDIAN, COCHISE COUNTY, ARIZONA;

 

EXCEPTING THEREFROM
ANY PORTION LYING WITHIN THE FOLLOWING DESCRIBED PARCEL:

 

BEGINNING AT A POINT
ON THE EAST LINE OF SAID SECTION 25, WHICH POINT BEARS NORTH 00 DEGREES 25
MINUTES 00 SECONDS WEST, 351.16 FEET FROM THE SOUTHEAST CORNER OF SAID
SECTION 25;

 

THENCE NORTH 00
DEGREES 25 MINUTES 00 SECONDS WEST, ALONG SAID EAST SECTION LINE, A
DISTANCE OF 770.24 FEET;

 

THENCE SOUTH 89
DEGREES 35 MINUTES 00 SECONDS WEST, 50.00 FEET;

 

THENCE SOUTH 00
DEGREES 25 MINUTES 00 SECONDS EAST, 142.25 FEET;

 

THENCE SOUTH 33
DEGREES 16 MINUTES 45 SECONDS WEST, 898.16 FEET;

 

THENCE SOUTH 60
DEGREES 91 MINUTES 40 SECONDS WEST, 367.16 FEET;

 

THENCE SOUTH 89
DEGREES 51 MINUTES 40 SECONDS WEST, 981.67 FEET;

 

3

 

THENCE SOUTH 00
DEGREES 05 MINUTES 49 SECONDS EAST, 50.18 FEET TO THE SOUTH LINE OF SAID
SECTION 25;

 

THENCE NORTH 89
DEGREES 53 MINUTES 35 SECONDS EAST, ALONG SAID SOUTH SECTION LINE, A
DISTANCE OF 1,732.05 FEET TO A POINT, WHICH POINT BEARS SOUTH 89 DEGREES 53
MINUTES 35 SECONDS WEST, 120.18 FEET FROM THE AFORESAID SOUTHEAST CORNER OF
SECTION 25;

 

THENCE NORTH 18
DEGREES 30 MINUTES 34 SECONDS EAST, 370.54 FEET TO THE POINT OF BEGINNING; AND

 

EXCEPT AN UNDIVIDED
1/8 INTEREST IN AND TO ALL OIL, GAS, COAL AND MINERAL RIGHTS AS SET FORTH IN
DOCKET 1340, PAGE 580, DOCKET 1340, PAGE 584 AND IN DOCKET 1340, PAGE 588,
RECORDS OF COCHISE COUNTY, ARIZONA.

 

PARCEL NO. 3:

 

THE SOUTH 950.00 FEET
OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 13 SOUTH, RANGE 24 EAST
OF THE GILA AND SALT RIVER BASE AND MERIDIAN, COCHISE COUNTY, ARIZONA, LYING
WESTERLY OF THE WEST LINE OF VIRGINIA AVENUE DESCRIBED IN DOCUMENT NO. 9203-05002,
RECORDS OF COCHISE COUNTY, ARIZONA;

 

EXCEPT THOSE PARCELS
(A) AND (B), DESCRIBED AS FOLLOWS:

 

PARCEL (A):

 

BEGINNING AT A POINT
ON THE EAST LINE OF SAID SECTION 25, WHICH POINT BEARS NORTH 0 DEGREES 25
MINUTES 00 SECONDS WEST, 351.16 FEET FROM THE SOUTHEAST CORNER OF SAID
SECTION 25;

 

THENCE NORTH 00
DEGREES 25 MINUTES 00 SECONDS WEST, ALONG SAID EAST SECTION LINE, A DISTANCE OF
770.24 FEET;

 

THENCE SOUTH 89
DEGREES 35 MINUTES 00 SECONDS WEST, 50.00 FEET;

 

THENCE SOUTH 00
DEGREES 25 MINUTES 00 SECONDS EAST, 142.25 FEET;

 

THENCE SOUTH 33
DEGREES 16 MINUTES 45 SECONDS WEST, 898.16 FEET;

 

THENCE SOUTH 60
DEGREES 91 MINUTES 40 SECONDS WEST, 367.16 FEET;

 

THENCE SOUTH 89
DEGREES 51 MINUTES 40 SECONDS WEST, 961.67 FEET;

 

THENCE SOUTH 00
DEGREES 05 MINUTES 49 SECONDS EAST, 50.18 FEET TO THE SOUTH LINE OF SAID
SECTION 25;

 

THENCE NORTH 89
DEGREES 53 MINUTES 35 SECONDS EAST, ALONG SAID SOUTH SECTION LINE, A DISTANCE
OF 1,732.05 FEET TO A POINT, WHICH POINT BEARS SOUTH 89 DEGREES 53 MINUTES 35
SECONDS WEST, 120.18 FEET FROM THE AFORESAID SOUTHEAST CORNER OF
SECTION 25;

 

THENCE NORTH 18
DEGREES 30 MINUTES 34 SECONDS EAST, 370.54 FEET TO THE POINT OF BEGINNING; AND

 

PARCEL (B):

 

THE SOUTH 950.00 FEET
OF THE WEST HALF OF THE WEST HALF OF THE SOUTHEAST QUARTER, AND THE SOUTH
950.00 FEET OF THE WEST HALF OF THE EAST HALF OF THE WEST HALF OF THE SOUTHEAST
QUARTER; AND

 

4

 

EXCEPT AN UNDIVIDED
1/8 INTEREST IN AND TO ALL OIL, GAS, COAL AND MINERAL RIGHTS AS SET FORTH IN
DOCKET 1340, PAGE 580, DOCKET 1340, PAGE 584 AND IN DOCKET 1340, PAGE 588
RECORDS OF COCHISE COUNTY, ARIZONA.

 

EXCEPTING FURTHER,
FROM THE ABOVE PARCEL NOS. 2 AND 3, PROPERTY CONVEYED TO THE ARIZONA DEPARTMENT
OF TRANSPORTATION IN DEED RECORDED JULY 14, 2005 IN 0507-25614, DESCRIBED AS
FOLLOWS;

 

THAT PORTION OF THE
SOUTH 1135.28 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 25, TOWNSHIP 13 SOUTH, RANGE 24 EAST OF THE GILA AND SALT RIVER
BASE AND MERIDIAN, COCHISE COUNTY, ARIZONA, WHICH LIES BETWEEN THE EXISTING
NORTHERLY RIGHT-OF-WAY LINE OF FORT GRANT ROAD, THE EXISTING WESTERLY
RIGHT-OF-WAY LINE OF VIRGINIA AVENUE, AND THE FOLLOWING DESCRIBED LINE:

 

COMMENCING AT A 2
INCH BRASS CAP MARKING THE SOUTH QUARTER CORNER OF SAID SECTION 25, BEING
SOUTH 89 DEGREES 58 MINUTES 34 SECONDS WEST, 2647.45 FEET DISTANT FROM THE
SOUTHEAST CORNER THEREOF;

 

THENCE NORTH 89
DEGREES 58 MINUTES 34 SECONDS EAST ALONG THE SOUTH LINE THEREOF, A DISTANCE OF
995.45 FEET;

 

THENCE NORTH 00
DEGREES 18 MINUTES 00 SECONDS WEST, A DISTANCE OF 50.29 FEET TO THE TRUE POINT
OF BEGINNING ON THE NORTHERLY RIGHT-OF-WAY LINE OF FORT GRANT ROAD;

 

THENCE NORTH 00
DEGREES 18 MINUTES 00 SECONDS WEST ALONG A LINE THAT IS 25.00 FEET WEST OF AND
PARALLEL TO THE WESTERLY RIGHT-OF-WAY LINE OF VIRGINIA AVENUE, A DISTANCE OF
215.00 FEET TO POINT “A”;

 

THENCE CONTINUING
NORTH 00 DEGREES 18 MINUTES 00 SECONDS WEST, A DISTANCE OF 870.00 FEET TO THE
POINT OF ENDING.

 

SAID PARCELS 1, 2 AND
3 ARE FURTHER DESCRIBED BY METES AND BOUNDS AS FOLLOWS:

 

A  PARCEL OF LAND LOCATED IN PART OF THE
SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 13
SOUTH, RANGE 24 EAST OF THE GILA AND SALT RIVER MERIDIAN, COCHISE COUNTY,
ARIZONA. MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

COMMENCING
AT THE SOUTH QUARTER CORNER OF SAID SECTION 25, BEING A FOUND BRASS CAPPED
MONUMENT IN A HAND HOLE SECURED IN CONCRETE, FROM WHICH THE SOUTHEAST CORNER OF
SAID SECTION 25 BEING A G.L.O. BRASS CAPPED MONUMENT FOUND 1 FOOT BELOW
THE SURFACE, BEARS NORTH 89 DEGREES 57 MINUTES 45 SECONDS EAST (MEASURED)
2697.42 FEET, SAID LINE BEING ALSO THE BASIS OF BEARINGS FOR THIS DESCRIPTION;

 

THENCE NORTH 00
DEGREES 14 MINUTES 54 SECONDS WEST 1135.28 FEET ALONG THE NORTH-SOUTH
MID-SECTION LINE, TO A FOUND 1/2 INCH IRON BAR WITH PLASTIC CAP “LS 26922
HOLMES”;

 

THENCE NORTH 89
DEGREES 57 MINUTES 45 SECONDS EAST 1019.17 FEET, PARALLEL WITH THE SOUTH LINE
OF SAID SECTION 25, TO A FOUND 1/2 INCH IRON BAR WITH PLASTIC CAP IS “LS
26922 HOLMES” BEING ON THE WESTERLY LINE OF VIRGINIA AVENUE;

 

THENCE SOUTH 00
DEGREES 18 MINUTES 48 SECONDS EAST 1085.06 FEET, ALONG SAID WESTERLY LINE TO
THE ARIZONA DEPARTMENT OF TRANSPORTATION’S (A.D.O.T.) NORTHERLY RIGHT OF WAY
LINE ALONG FORT GRANT ROAD AS MONUMENTED BY A.D.O.T. RIGHT OF WAY MARKERS BEING
ALUMINUM CAPPED MONUMENTS IN CONCRETE;

 

5

 

THENCE ALONG SAID
NORTHERLY RIGHT OF WAY, SOUTH 89 DEGREES 57 MINUTES 45 SECONDS WEST, 225.12
FEET (MEASURED), SOUTH 89 DEGREES 51 MINUTES 40 SECONDS WEST (RECORDED IN
DOCKET 411 PAGE 433), TO A FOUND A.D.O.T. MONUMENT MARKED “STA 0+67.44 ELEV.
4179.22”;

 

THENCE SOUTH 00
DEGREES 04 MINUTES 40 SECONDS WEST 50.23 FEET (MEASURED), SOUTH 00 DEGREES 05
MINUTES 49 SECONDS EAST 50.18 FEET (RECORDED IN DOCKET 411 PAGE 433), TO THE
CENTERLINE OF FORT GRANT ROAD AND THE SOUTH LINE OF SAID SECTION 25;

 

THENCE SOUTH 89
DEGREES 57 MINUTES 45 SECONDS WEST 794.99 FEET ALONG SAID SECTION LINE TO
THE POINT OF BEGINNING OF THIS DESCRIPTION.

 

6

 

	
  A-8

  	
   

  	
  3.033 West Memphis, AR

  
	
   

  	
   

  	
  408 Highway 149 North

  
	
   

  	
   

  	
  Rural Route #1

  
	
   

  	
   

  	
  Earle, AR 72331

  
	
   

  	
   

  	
  (TCA
  Site No. 33 — West Memphis)

  

 

Legal
Description

 

Tract I:

 

A fractional part of
the Southwest Quarter (SW1/4) of Section 17, Township 6 North, Range 6
East, St. Francis County, Arkansas, lying North of the North right of way line
of Interstate Highway 40 and East of the
centerline of State highway 149, and
being more particularly described as follows: Commencing at the point of
intersection of the North line of the SW1/4 of said Section 17 and the
centerline of State Highway 149; thence North 86°55’East (along the North line
of said SW1/4 of Section 17) a distance of 190.40 feet to the point of
beginning; thence South 03°05’East a distance of 102.31 feet; thence South
86°55’West a distance of 150.0 feet to the centerline of State Highway 149;
thence South 24°38’East (along the centerline of State Highway 149) a distance
of 550.75 feet to a point lying on the North right of way line of Interstate
Highway 40; thence along the North right of way line of I-40 on the following
courses and distances: North 65°22’East 60.0 feet, South 24°38’East 188.0 feet,
South 80°59’26”East 73.3 feet, Southeasterly along a curve that breaks to the
right with a radius of 642.9 feet a distance of 404.0 feet; South 78°38’East 440.5 feet, Southeasterly
along a curve that breaks to the right with a radius of 951.5 feet a distance
of 383.1 feet, South 55°34’East 315.7 feet, South 70°55’East 389.1 feet, North
86°56’East 356.3 feet to a point on the East line of the SW1/4 of
Section 17; thence North 01°13’East along the East line of said SW1/4 a distance of 92.6
feet; thence North  88°47’West a distance of 684.87 feet; thence North
01°13’East (along a line parallel to the East line of the SW1/4 of Section 17)
a distance of 1235.0 feet, more or less, to its intersection with the North
line of said  SW1/4; thence South 86°55’West (along said North line) a distance
of 1797.0 feet to the Point of Beginning.)

 

Tract II:

 

A tract of land lying
in the Southwest Quarter of the Northwest Quarter (SW1/4 NW1/4) of
Section 17, Township 6 North, Range 6 East, St. Francis County, Arkansas,
being more particularly described as follows: Beginning at the intersection of
the East-West centerline of said Section 17 and the East right of way line
of State Highway No. 149; thence
North 86°55’East (along the East-West
centerline of said Section 17) a distance of 873.3 feet; thence North
29°51’West a distance of 674.8 feet; thence South 87°23’West a distance of
596.93 feet (called 643.0 feet) to the East right of way line of State
Highway No. 149; thence South
00°24’West (along said East right of way line) a distance of 239.25 feet;
continue along said East right of way line along a curve that breaks to the
left with a radius of 1068.91958 feet an arc length of 372.82 feet to the point
of beginning.

 

 

	
  A-9

  	
  3.224 Prescott, AR

  
	
   

  	
  1806 Highway 371 W

  
	
   

  	
  Prescott, AR 71857

  
	
   

  	
  (TCA Site No. 224)

  

 

Legal Description

 

Part of the
Southwest Quarter of the Southeast Quarter (SW 1/4 SE 1/4) and part of the
Southeast Quarter of the Southeast Quarter (SE 1/4 SE 1/4) of Section 1,
Township 11 South, Range 23 West, Nevada County,  Arkansas, more particularly
described as follows: Commence at the Northwest corner of said SW 1/4 of 8E 1/4,
run thence South 02 degrees 15 minutes 39 seconds West along the West line of
said SW 1/4 of SE 1/4 for 342.00 feet to the POINT OF BEGINNING; run thence
South 89 degrees 03 minutes 10 seconds East parallel with the North line of
said SW 1/4 of SE 1/4 and SE 1/4 of SE 1/4 for 2150.63 feet to the Westerly
right of way of Interstate No. 30; run thence South 49 degrees 27 minutes
32 seconds West along said right of way for 180.32 feet to a right of way
monument; run thence South 53 degrees 51 minutes 23 seconds West along said
right of way for 252.20 feet to a right of way monument; run thence South 62
degrees 25 minutes 58 seconds West along said right of way for 215.14 feet to a
right of way monument; run thence South 75 degrees 24 minutes 48 seconds West along said right of
way for 174.60 feet to a right of way monument; run thence South 81 degrees 18
minutes 31 seconds West along said right of way for 834.59 feet to a right of
way monument; run thence South 46 degrees 14 minutes 52 seconds West along said
right of way for 202.64 feet to a right of way monument; run thence South 17
degrees 11 minutes 00 seconds West along said right of way for 194.80 feet to a
right of way monument; run thence North 89 degrees 00 minutes 40 seconds West
along said right of way for 200.00 feet to a right of way monument; run thence
South 00 degrees 59 minutes 20 seconds West along said right of way for 60.00
feet to a 1/2 Inch rebar
with cap on the North right of way of Highway No. 24; run thence North 89
degrees 00 minutes 40 seconds West along said North right of way for 257.53
feet to the West line of said SW 1/4 of SE 1/4; run thence North 02 degrees 15
minutes 39 seconds East along said West line for 951.16 feet to the POINT OF
BEGINNING, and containing 25.83 acres, more or less.

 

 

	
  A-10

  	
  3.227 Barstow, CA

  
	
   

  	
  2930 Lenwood Road

  Barstow, CA 92311

  (TCA Site No. 227)

  

 

Legal
Description

 

THAT PORTION OF THE
SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 9 NORTH, RANGE 2 WEST, SAN
BERNARDINO BASE AND MERIDIAN, IN THE COUNTY OF SAN BERNARDINO, STATE OF
CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT OF SAID LAND APPROVED BY THE
SURVEYOR GENERAL, DATED SEPTEMBER 3, 1855, DESCRIBED AS FOLLOWS:

 

COMMENCING AT THE
SOUTH 1/4 CORNER OF SAID SECTION 21; THENCE NORTH 0 DEG. 37’ 15” EAST,
1332.66 FEET ALONG THE WESTERLY LINE OF THE SOUTHEAST 1/4 OF SAID
SECTION 21 TO THE SOUTHWEST CORNER OF THE NORTH 1/2 OF SAID SOUTHEAST 1/4;
THENCE SOUTH 89 DEG. 22’ 20” EAST ALONG THE SOUTH LINE OF SAID NORTH 1/2,
346.58 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 89 DEG. 22’
20” EAST ALONG SAID SOUTH LINE, 811.92 FEET; THENCE CONTINUING EAST ALONG THE
SAID SOUTH LINE TO THE INTERSECTION WITH THE WESTERLY LINE OF THAT CERTAIN
PARCEL OF LAND, AS CONVEYED TO THE STATE OF CALIFORNIA BY DEED RECORDED MARCH 15,
1957, IN BOOK 4180, PAGE 246, OFFICIAL RECORDS, BEING DISTANT ALONG SAID
SOUTH LINE, NORTH 89 DEG. 53’ 43” WEST, 24.17 FEET FROM A 2-INCH STAKE MARKING
THE SOUTHEAST CORNER OF THE NORTHWEST 1/4 OF SAID SOUTHEAST 1/4; THENCE ALONG
SAID WESTERLY LINE, SOUTH 22 DEG. 45’ 19” WEST, 10 FEET; THENCE ALONG THE
SOUTHWESTERLY LINE OF SAID PARCEL, SOUTH 33 DEG. 34’ 11” EAST, 511.32 FEET TO A
LINE PARALLEL WITH AND DISTANT 60 FEET WESTERLY, MEASURED AT RIGHT ANGLES FROM
THE NORTHERLY PROLONGATION OF THAT CERTAIN COURSE DESCRIBED AS HAVING A BEARING
OF NORTH 13 DEG. 03’ 00” EAST AND A LENGTH OF 863.90 FEET IN SAID DEED TO THE
STATE OF CALIFORNIA RECORDED IN BOOK 4180, PAGE 246, OFFICIAL RECORDS; THENCE
ALONG THE SAID PARALLEL LINE, NORTH 13 DEG. 03’ 00” EAST, 160.32 FEET; THENCE
NORTHERLY ALONG A TANGENT CURVE CONCAVE WESTERLY WITH A RADIUS OF 400 FEET,
THROUGH AN ANGLE OF 45 DEG. 19’ 51”, A DISTANCE OF 316.47 FEET; THENCE NORTH 32
DEG. 16’ 51” WEST, 175.04 FEET TO THE MOST SOUTHERLY CORNER OF THE LAND
CONVEYED TO THE STATE OF CALIFORNIA AS PARCEL “A” BY DEED RECORDED
MARCH 26, 1965, IN BOOK 6357, PAGE 860, OFFICIAL RECORDS; THENCE
NORTH 32 DEG. 16’ 51” WEST ALONG THE WEST LINE OF SAID LAST MENTIONED STATE OF
CALIFORNIA PARCEL “A”, 51.67 FEET; THENCE ALONG A TANGENT CURVE NORTHEASTERLY
WITH A RADIUS OF 360 FEET THROUGH AN ANGLE OF 28 DEG. 03’ 28”, A DISTANCE OF
176.29 FEET TO THE MOST SOUTHERLY CORNER OF THE LAND CONVEYED TO GEORGE H.
PLIES, ET UX, AS PARCEL NO. 3, BY DEED RECORDED MARCH 26, 1965, IN
BOOK 6358, PAGE 18, OFFICIAL RECORDS; THENCE NORTHERLY ALONG THE EASTERLY LINE
OF SAID PARCEL NO. 3 THE FOLLOWING COURSES AND DISTANCES: NORTH ALONG A CURVE CONCAVE EASTERLY
WITH A RADIUS OF 360 FEET FROM A TANGENT BEARING NORTH 4 DEG. 13’ 23” WEST,
THROUGH AN ANGLE OF 3 DEG. 13’ 23”, A DISTANCE OF 20.25 FEET; THENCE TANGENT TO
SAID CURVE, NORTH 1 DEG. 00’ 00”
WEST, 13.18 FEET; THENCE NORTHWESTERLY ALONG A TANGENT CURVE CONCAVE
SOUTHWESTERLY WITH A RADIUS OF 100 FEET, THROUGH AN ANGLE OF 55 DEG. 25’ 34”, A DISTANCE OF 96.74 FEET; THENCE TANGENT TO SAID CURVE, NORTH 56 DEG. 25’ 34” WEST,
87.87 FEET; THENCE NORTH 78 DEG. 56’ 10” WEST, 58.19 FEET; THENCE NORTHWESTERLY
AND NORTHERLY ALONG A TANGENT CURVE NORTHEASTERLY WITH A RADIUS OF 80.00 FEET,
THROUGH A CENTRAL ANGLE OF 107 DEG. 56’ 10”, A DISTANCE OF 150.71 FEET TO THE
END OF SAID CURVE; THENCE TANGENT TO SAID CURVE, NORTH 29 DEG. 00’ 00” EAST,
7.92 FEET TO THE NORTHEASTERLY CORNER OF SAID PARCEL NO. 3, CONVEYED TO GEORGE
H. PLIES, ET UX, THENCE CONTINUING NORTH 29 DEG. 00’ 00” EAST, 2.08 FEET;
THENCE NORTH 61 DEG. 00’ 00” WEST, 364.38 FEET ALONG THE SOUTHWESTERLY RIGHT OF
WAY LINE OF LENWOOD ROAD (SHOWN AS NORTH 61 DEG. 00’ 00” WEST, 366.35 FEET IN
PARCEL “B” OF THE DEED TO THE STATE OF CALIFORNIA RECORDED MARCH 26, 1965, IN
BOOK 6357, PAGE 860, OFFICIAL RECORDS) TO THE BEGINNING OF A TANGENT CURVE
CONCAVE NORTHEASTERLY WITH A RADIUS OF 950 FEET;

 

1

 

THENCE NORTHWESTERLY
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4  DEG. 33’ 39”, A DISTANCE OF 75.62 FEET; THENCE
SOUTH 33 DEG. 33’ 39” WEST, 768.00 FEET; THENCE SOUTH 0 DEG. 37’ 40” WEST,
260.18 FEET TO THE TRUE POINT OF BEGINNING.

 

AND PARCEL 1 OF
PARCEL MAP NO. 4351, IN THE CITY OF BARSTOW, COUNTY OF SAN BERNARDINO, STATE
OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK 38 OF PARCEL MAPS,
PAGE(S) 100, RECORDS OF SAID COUNTY.

 

EXCEPTING THEREFROM
THAT PORTION CONVEYED TO THE CITY OF BARSTOW BY THAT CERTAIN CORPORATION GRANT
DEED RECORDED MAY 15, 1999 AS INSTRUMENT NO. 19990205264, OFFICIAL
RECORDS.

 

ALSO EXCEPTING
THEREFROM ALL OIL, OIL RIGHTS, MINERALS, MINERAL RIGHTS, NATURAL GAS RIGHTS,
AND OTHER HYDROCARBONS BY WHATSOEVER NAME KNOWN, GEOTHERMAL STEAM, AND ALL
PRODUCTS DERIVED FROM ANY OF THE FOREGOING, THAT MAY BE WITHIN OR UNDER
THE LAND, TOGETHER WITH THE PERPETUAL RIGHT TO DRILLING, MINING, EXPLORING AND
OPERATING THEREFOR AND STORING IN AND REMOVING THE SAME FROM THE LAND OR ANY
OTHER LAND, INCLUDING THE RIGHT OF WHIPSTOCK OR DIRECTIONALLY DRILL AND
MINE FROM LANDS OTHER THAN CONVEYED HEREBY, OIL, OR GAS WELLS, TUNNELS AND
SHAFTS INTO, THROUGH OR ACROSS THE SUBSURFACE OF THE LAND, AND TO BOTTOM SUCH
WHIPSTOCKED OR DIRECTIONALLY DRILLED WELLS, TUNNELS AND SHAFTS UNDER AND
BENEATH OR BEYOND THE EXTERIOR LIMITS THEREOF, AND TO REDRILL, RETUNNEL, EQUIP,
MAINTAIN, REPAIR, DEEPEN AND OPERATE ANY SUCH WELLS OR MINES, WITHOUT, HOWEVER,
THAT RIGHT TO DRILL, MINE, STORE, EXPLORE AND OPERATE THROUGH THE SURFACE OF
THE UPPER 500 FEET OF THE SUBSURFACE OF THE LAND AS RESERVED BY DANIEL L. PLIES
BY A DEED RECORDED MAY 9, 1978, IN BOOK 9428, PAGE 635, OFFICIAL
RECORDS.

 

THIS LEGAL IS MADE
PURSUANT TO THAT CERTAIN CERTIFICATE OF COMPLIANCE RECORDED JUNE 8, 1999, INSTRUMENT
NO. 99-245226, OFFICIAL RECORDS.

 

A NON-EXCLUSIVE
EASEMENT FOR “RIGHT OF WAY” RECORDED AS ON OCTOBER 24, 2005, INSTRUMENT
NO. 2005-796172, OFFICIAL RECORDS.

 

APN: 0421-311-28,
0421-311-30, 0421-311-36 (Old APN) and 0421-311-92 (New APN)

 

2

 

A-11

 

	
   

  	
  3.160 Buttonwillow,
  CA

  
	
   

  	
  27769 Lagoon Drive

  
	
   

  	
  P.O. Box 1555

  Buttonwillow, CA 93206

  (TCA Site No. 160)

  

 

LEGAL DESCRIPTION

 

Real property in the
unincorporated area of the County of KERN, State of California, described as
follows:

 

PARCEL 1 OF PARCEL
MAP 3840 IN THE UNINCORPORATED AREA OF THE COUNTY OF KERN, STATE OF CALIFORNIA,
AS PER MAP RECORDED JUNE 2, 1977 IN BOOK 18, PAGE 122 OF PARCEL MAPS, IN
THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.

 

EXCEPTING THEREFROM
ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES AND GRAVEL WITHIN OR
UNDERLYING SAID LAND, AND THE
EXCLUSIVE RIGHT TO PROSPECT FOR, DRILL FOR, PRODUCE, MINE, EXTRACT AND REMOVE
OIL, GAS, MINERALS, GRAVEL AND OTHER HYDROCARBON SUBSTANCES UPON AND FROM SAID
PROPERTY, THE EXCLUSIVE RIGHT TO DRILL UPON, TO DRILL THROUGH AND OTHERWISE TO
USE SAID PROPERTY TO PRODUCE, MINE, EXTRACT AND REMOVE OIL, GAS, GRAVEL AND
OTHER MINERALS FROM ADJACENT OR NEIGHBORING LANDS, AND  THE EXCLUSIVE
RIGHT TO INJECT
IN, STORE UNDER AND THEREAFTER WITHDRAW FROM SAID PROPERTY, OIL, GAS, GRAVEL
AND OTHER MINERALS AND PRODUCTS THEREOF, WHETHER PRODUCED FROM SAID PROPERTY OR
ELSEWHERE; BUT UNLESS GRANTEE OR ITS SUCCESSORS OR ASSIGNS SHALL GIVE WRITTEN
CONSENT TO THE DRILLING OF WELLS UPON THE SURFACE OF SAID LANDS, ALL OF THE
FOREGOING RIGHTS SHALL BE EXERCISED ONLY BY THE DRILLING OF WELLS FROM
LOCATIONS ON ADJACENT OR NEIGHBORING LANDS INTO AND THROUGH SAID PROPERTY AT
LEAST 500 FEET BELOW THE SURFACE OF THE GROUND AND WITHOUT ENTERING UPON OR
USING ANY PORTION OF SAID PROPERTY LYING ABOVE SAID DEPTH, AS RESERVED BY
M & T INCORPORATED, A NEVADA CORPORATION, IN DEED RECORDED
JANUARY 8, 1968 IN BOOK 4118, PAGE 364 OF OFFICIAL RECORDS.

 

APN: 103-280-60 and
103-280-61 and 103-280-62

 

 

A-12

 

	
   

  	
  3.041 Coachella, CA

  
	
   

  	
  46155 Dillon Road

  Coachella, CA 92236

  (TCA Site No. 41)

  

 

LEGAL DESCRIPTION

 

Real property in the
City of Coachella, County of Riverside, State of California, described as
follows:

 

A PARCEL OF LAND
LOCATED IN A PORTION OF PARCEL “A” OF LOT LINE ADJUSTMENT RECORDED OCTOBER 11,
1989 AS INSTRUMENT NO. 352183, OFFICIAL RECORDS OF THE CITY OF COACHELLA,
COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, ALSO BEING IN A PORTION OF THE
NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 5 SOUTH, RANGE 8 EAST, SAN
BERNARDINO MERIDIAN, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

COMMENCING AT THE
NORTHWEST CORNER OF SECTION 29,

 

THENCE S 00°09’29” E
ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SAID SECTION 29, A
DISTANCE OF 70.09 FT.;

 

THENCE N 89°50’31” E,
A DISTANCE OF 30.00 FT.;

 

THENCE S 89°59’38” E
PARALLEL TO AND 70.00 FT. SOUTH OF THE NORTH LINE OF SAID SECTION 29, A
DISTANCE OF 1005.53 FT.;

 

THENCE S 83°57’38’ E
A DISTANCE OF 92.54 FT. TO THE TRUE POINT OF BEGINNING.;

 

THENCE CONTINUING S
83°57’38” E A DISTANCE OF 652.46 FT. ALONG THE NORTHERLY LINE OF PARCEL “B” OF
SAID LOT LINE ADJUSTMENT;

 

THENCE S 88°09’12” E
ALONG THE NORTHERLY LINE OF SAID LOT LINE ADJUSTMENT, A DISTANCE OF 472.29 FT;

 

THENCE S 79°00’00” E
A DISTANCE OF 33.39 FT. TO THE BEGINNING OF A TANGENT CURVE;

 

THENCE SOUTHERLY
ALONG SAID CURVE CONCAVE TO THE SOUTHWEST THROUGH A CENTRAL ANGLE OF 112°00’00”
A RADIUS OF 40.00 FT. AND AN ARC LENGTH OF 78.19 FT.

 

THENCE S 33°00’00” W
A DISTANCE OF 113.38 FT. TO A POINT ON THE NORTH RIGHT OF WAY LINE OF DILLON
ROAD;

 

THENCE S 44°53’51” W
ALONG SAID DILLON ROAD RIGHT OF WAY LINE A DISTANCE OF 1221.46 FT.;

 

THENCE S 89°51’54” W
A DISTANCE OF 53.06 FT. TO A POINT ON THE SIXTEENTH SECTION LINE 137.80
FT. NORTH OF THE CENTER NORTHWEST QUARTER OF SAID SECTION 29;

 

THENCE N 00°08’06” W
ALONG SAID SIXTEENTH SECTION LINE A DISTANCE OF 261.56 FT.;

 

THENCE N 89°51’54” W
A DISTANCE OF 200.00 FT.;

 

THENCE N 00°08’06” W
PARALLEL TO AND 200.00 FT. WEST OF SAID SIXTEENTH SECTION LINE, A DISTANCE
OF 850.64 FT. TO THE TRUE POINT OF BEGINNING.

 

CONTAINING 17.55
ACRES MORE OR LESS

 

1

 

PARCEL 2 OF
EXHIBIT “B” OF “CERTIFICATE OF COMPLIANCE FOR LOT LINE ADJUSTMENT” IS
RECORDED ON JUNE 29, 2000 AS INSTRUMENT NO. 2000-252673 OF OFFICIAL RECORDS.

 

APN: 603-101-018-6

 

2

 

A-13

 

	
   

  	
  3.040 Corning, CA

  
	
   

  	
  3524 S. Highway 99
  W.

  
	
   

  	
  Corning, CA 96021

  
	
   

  	
  (TCA Site No. 040)

  

 

Legal
Description

 

The land referred to
herein is situated in the City of Corning, County of Tehama, State of
California, and is described as follows:

 

Parcel One:

 

Parcels 1 and 2 of
Parcel Map No. 338, being a portion of Lot 4, Block 113, Maywood Colony
No. 15, as the same are shown on the map filed in the Tehama County
Recorder’s Office, May 31, 1973 in Book 1 of Parcel Maps at page 127.

 

Parcel Two:

 

All of Lot 5 and the
North half of Lot 8 in Block 113 of Maywood Colony No. 15, as the same are
shown on the map entitled: “Maywood Colony No. 15 Tehama County,
California T24 N R 3 W”, filed in the office of the County Recorder of the
County of Tehama, State of California, March 20, 1899 in Book B of Maps,
at page 36.

 

Excepting therefrom
that portion thereof conveyed to the State of California by Deed dated
June 29, 1961 and recorded August 14, 1961 in Book 397 of Official
Records at page 61, Records of Tehama County.

 

Parcel Three:

 

Parcel C of Parcel
Map No. 87-40 (being a division of a portion of Lot 1, Block 113, Maywood
Colony No. 15, filed March 20, 1899 in Book B of Maps at
page 36) as shown on the map filed February 10, 1988 in Book 8 of
Parcel Maps at page 232.

 

 

	
  A-14

  	
  3.026 Ontario East, CA

  
	
   

  	
  4265 East Guasti Road

  
	
   

  	
  Ontario,
  CA 91761

  
	
   

  	
  (TCA
  Site No. 162)

  

 

Legal
Description

 

PARCEL 1 OF PARCEL
MAP NO. 1889, IN THE CITY OF ONTARIO, COUNTY OF SAN BERNARDINO, STATE OF CALIFORNIA,
AS PER PLAT RECORDED IN BOOK 37 OF PARCEL MAPS, PAGE(S) 5, RECORDS OF SAID
COUNTY.

 

EXCEPTING THEREFROM
THAT PORTION TAKEN BY THE CITY OF ONTARIO, A MUNICIPAL CORPORATION PURSUANT TO
THE ORDER FOR PREJUDGMENT POSSESSION RECORDED NOVEMBER 14, 1995, INSTRUMENT NO.
95-393353, OFFICIAL RECORDS AND FINAL ORDER OF CONDEMNATION RECORDED AUGUST 6,
1997, INSTRUMENT NO. 97-278672, OFFICIAL RECORDS, DESCRIBED AS FOLLOWS:

 

THAT PORTION OF
PARCEL 1 OF PARCEL MAP NO. 1889, IN THE CITY OF ONTARIO, COUNTY OF SAN BERNARDINO,
STATE OF CALIFORNIA, AS PER PLAT RECORDED IN BOOK 37 OF PARCEL MAPS, PAGE(S) 5,
RECORDS OF SAID COUNTY, DESCRIBED AS FOLLOWS:

 

BEGINNING AT THE
NORTHWEST CORNER OF SAID PARCEL 1; THENCE ALONG THE NORTHERLY LINE OF SAID
PARCEL 1 SOUTH 85 DEG. 33’ 35” EAST 421.93 FEET; THENCE ALONG A TANGENT CURVE
CONCAVE NORTHERLY HAVING A RADIUS OF 3000.00 FEET, THROUGH A CENTRAL ANGLE OF 4
DEG. 22’ 44” A DISTANCE OF 229.28 FEET ALONG SAID NORTHERLY LINE; THENCE
CONTINUING ALONG SAID NORTHERLY LINE SOUTH 89 DEG. 56’ 19” EAST 80.71 FEET; THENCE ALONG A TANGENT
CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 450.00 FEET, THROUGH A CENTRAL
ANGLE OF 25 DEG. 59’ 37” A DISTANCE OF 204.15 FEET; THENCE ALONG A NON-TANGENT
LINE SOUTH 64 DEG. 02’ 05” EAST 718.90 FEET ALONG SAID NORTHERLY LINE TO A
POINT 47.16 FEET FROM THE NORTHEAST CORNER OF SAID PARCEL 1; THENCE LEAVING
SAID NORTHERLY LINE SOUTH 90 DEG. 00’ 00” WEST 110.76 FEET; THENCE ALONG A
TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A. RADIUS OF 360.00 FEET, THROUGH A CENTRAL ANGLE OF 37 DEG. 46’ 48” A
DISTANCE OF 237.38 FEET; THENCE NORTH 52 DEG. 13’ 12” WEST 116.40 FEET; THENCE
ALONG A TANGENT CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 950.00 FEET,
THROUGH A CENTRAL ANGLE OF 32 DEG. 49’ 54” A DISTANCE OF 544.37 FEET; THENCE
NORTH 85 DEG. 04’ 06” WEST 652.96 FEET TO THE WESTERLY LINE OF SAID PARCEL 1;
THENCE NORTH 00 DEG. 21’ 44” WEST 3.72 FEET TO THE POINT OF BEGINNING.

 

ALSO EXCEPTING
THEREFROM ALL OIL, PETROLEUM, HYDROCARBONS, GAS, BREA, ASPHALTUM AND ALL
KINDRED SUBSTANCES AND OTHER MINERALS LYING BELOW A DEPTH OF 500 FEET FROM THE
SURFACE OF SAID LAND, AS CONVEYED TO ACTION TRADING COMPANY, A NEVADA
CORPORATION, BY DEED RECORDED JULY 30, 1968, IN BOOK 7068, PAGE 672, OFFICIAL
RECORDS.

 

APN:
0210-212-15-0-000

 

 

	
  A-15

  	
  3.162 Ontario West, CA

  
	
   

  	
  4325 Guasti Road

  
	
   

  	
  Ontario, CA 91761

  
	
   

  	
  (TCA Site No. 26)

  

 

Legal
Description

 

PARCEL 9 OF PARCEL
MAP NO. 9500, IN THE CITY OF ONTARIO, COUNTY OF SAN BERNARDINO, STATE OF
CALIFORNIA, AS PER PLAT RECORDED IN BOOK 107 OF PARCEL MAPS, PAGE(S) 61 THROUGH
63, INCLUSIVE, RECORDS OF SAID COUNTY.

 

THE BOUNDARIES OF
SAID PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT THE
SOUTHEAST CORNER OF SAID PARCEL 9; THENCE SOUTH 88 DEG. 28’ 13” WEST 1115.00
FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF
1144.00 FEET; THENCE WESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 11
DEG. 28’ 42” A DISTANCE OF 229.18 FEET TO A POINT OF REVERSE CURVE WITH A CURVE
CONCAVE NORTHWESTERLY HAVING A RADIUS OF 1056.00 FEET; THENCE WESTERLY ALONG
SAID CURVE THROUGH A CENTRAL ANGLE OF 11 DEG. 28’ 42” A DISTANCE OF 211.55
FEET; THENCE SOUTH 88 DEG. 28’ 13” WEST 146.87 FEET; THENCE NORTH 23 DEG. 25’
37” WEST 77.02 FEET; THENCE SOUTH 88 DEG. 28’ 13” WEST 30.01 FEET; THENCE NORTH
00 DEG. 01’ 48” WEST 139.42 FEET; THENCE NORTH 42 DEG. 36’ 12” EAST 941.22 FEET
TO THE BEGINNING OF A CURVE CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 350.00
FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 44 DEG.
52’ 42” A DISTANCE OF 274.15 FEET; THENCE NORTH 87 DEG. 28’ 50” EAST 688.51
FEET; THENCE SOUTH 84 DEG. 39’ 36” EAST 166.98 FEET; THENCE SOUTH 01 DEG. 31’
47” EAST 940.54 FEET TO THE POINT OF BEGINNING.

 

APN:
0238-042-26-0-000

 

 

A-16

 

	
   

  	
  3.057 Redding, CA

  
	
   

  	
  19483 Knighton Road

  
	
   

  	
  P.O. Box 491809

  
	
   

  	
  Redding, CA 96002

  
	
   

  	
  (TCA Site No. 57)

  

 

LEGAL DESCRIPTION

 

Real property in the
unincorporated area of the County of Shasta, State of California, described as
follows:

 

ALL THAT CERTAIN REAL
PROPERTY SITUATE IN THE NORTHEAST ONE- QUARTER OF SECTION 32, AND THE NORTHWEST
ONE-QUARTER OF SECTION 33, TOWNSHIP 31 NORTH, RANGE 4 WEST, M.D.M., SHASTA
COUNTY, CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT THE
NORTHEAST CORNER OF SAID PROPERTY FROM WHICH THE NORTHEAST CORNER OF SECTION
32, TOWNSHIP 31 NORTH, RANGE 4 WEST, BEARS NORTH 09 DEGREES 35’ 00” EAST A
DISTANCE OF 77.03 FEET; THENCE FROM SAID POINT OF BEGINNING SOUTH 06 DEGREES
57’ 42” EAST 1,256.86 FEET ALONG THE WEST RIGHT OF WAY LINE OF PACHECO ROAD TO
A POINT ON THE SOUTHERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO
CHARLES CHRISTSEN, BY DEED RECORDED IN THE OFFICIAL RECORDS OF SHASTA COUNTY,
IN BOOK 258, OFFICIAL RECORDS, AT PAGE 475; THENCE ALONG SAID SOUTHERLY LINE
SOUTH 89 DEGREES 46’ 09” WEST 140.26 FEET; THENCE NORTH 89 DEGREES 52’ 40” WEST
435.98 FEET TO A POINT IN THE EASTERLY RIGHT OF WAY LINE OF CALIFORNIA STATE
HIGHWAY INTERSTATE 5; THENCE LEAVING SAID SOUTHERLY LINE ALONG SAID RIGHT OF
WAY LINE THE FOLLOWING FOUR (4) COURSES; 1) NORTH 26 DEGREES 33’ 00” WEST
218.10 FEET; 2) NORTH 22 DEGREES 09’ 29” WEST 398.23 FEET; 3) ALONG THE ARC OF
AN 800 FOOT RADIUS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 32 DEGREES 00’
00” AN ARC LENGTH OF 446.80 FEET; 4) NORTH 09 DEGREES 50’ 31” EAST 250.32 FEET
TO A POINT ON THE SOUTH BOUNDARY LINE OF PARCEL I AS SAID PARCEL IS DESIGNATED
IN THAT CERTAIN DEED TO THE STATE OF CALIFORNIA, RECORDED IN THE OFFICIAL
RECORDS OF SHASTA COUNTY IN BOOK 719, OFFICIAL RECORDS AT PAGE 456, THENCE
ALONG SAID SOUTH BOUNDARY LINE SOUTH 89 DEGREES 50’ 52” EAST 676.30 FEET TO THE
POINT OF BEGINNING.

 

EXCEPTING FROM A
PORTION OF THE ABOVE DESCRIBED PARCEL ALL OIL, PETROLEUM, NATURAL GAS MINERAL
RIGHTS AND OTHER HYDROCARBON SUBSTANCES LYING BELOW A DEPTH OF 500 VERTICAL
FEET FROM THE SURFACE OF SAID LAND, FOR THE PURPOSE OF EXPLORING FOR,
EXTRACTING, MINING, BORING, REMOVING OR MARKETING SAID SUBSTANCES, HOWEVER, WITHOUT
ANY RIGHT OF ANY ENTRY UPON THE SURFACE OF SAID LAND AS RESERVED IN THE DEED
FROM GULF OIL CORPORATION RECORDED APRIL 4, 1973 IN BOOK 1164 PAGE 481,
OFFICIAL RECORDS.

 

ALSO EXCEPTING
THEREFROM THAT PORTION DESCRIBED IN THE DEED TO THE COUNTY OF SHASTA, RECORDED
JULY 9, 1973 IN BOOK 1179, PAGE 338, OFFICIAL RECORDS.

 

THE LAND IS ALSO
DESCRIBED AS FOLLOWS.

 

ALL THAT CERTAIN REAL
PROPERTY SITUATE IN THE NORTHEAST ONE- QUARTER OF SECTION 32, AND THE NORTHWEST
ONE-QUARTER OF SECTION 33, TOWNSHIP 31 NORTH, RANGE 4 WEST, M.D.M., SHASTA
COUNTY, CALIFORNIA, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT THE
NORTHEAST CORNER OF SAID PROPERTY FROM WHICH THE NORTHEAST CORNER OF SAID
SECTION 32, TOWNSHIP 31 NORTH, RANGE 4 WEST, BEARS NORTH 9° 45’ 39” EAST, 77.12
FEET (NORTH 09° 35’ 00” EAST, 77.03 FEET PER BOOK 2762, OFFICIAL RECORDS, PAGE
598, SHASTA COUNTY RECORDS); THENCE FROM SAID POINT OF BEGINNING

 

1

 

SOUTH 06° 58’ 25”
EAST, 1256.68 FEET (SOUTH 06° 57’ 42” EAST, 1256.86 FEET) ALONG THE WEST RIGHT
OF WAY LINE OF PACHECO ROAD TO A POINT ON THE SOUTHERLY LINE OF THAT CERTAIN
PARCEL OF LAND CONVEYED TO CHARLES CHRISTENSEN, BY DEED RECORDED IN THE
OFFICIAL RECORDS OF SHASTA COUNTY, IN BOOK 258, OFFICIAL RECORDS, AT PAGE 475;
THENCE ALONG THE SOUTHERLY LINE SOUTH 89° 53’ 35” W 140.40 FEET (SOUTH 89° 46’
09” WEST, 140.26 FEET); THENCE, NORTH 89° 57’ 57” WEST, 436.06 FEET (NORTH 89°
52’ 40” WEST, 435.98 FEET) TO A POINT IN THE EASTERLY RIGHT OF WAY LINE OF
CALIFORNIA STATE OF HIGHWAY INTERSTATE 5; THENCE LEAVING SAID SOUTHERLY LINE
AND ALONG SAID RIGHT OF WAY LINE THE FOLLOWING FOUR (4) COURSES: 1. NORTH 26°
33’ 00” WEST, 218.13 FEET (NORTH 26° 33’ 00” WEST, 218.10 FEET); 2. NORTH 22°
09’ 29” WEST 398.28 FEET (NORTH 22° 09’ 29” WEST, 398.23 FEET); 3. ALONG AN ARC
OF AN 800.10 FOOT RADIUS CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 32° 00’
00” AN ARC LENGTH OF 446.86 FEET; (800 FOOT RADIUS CURVE CENTRAL ANGLE OF 32°
00’ 00”, ARC LENGTH OF 446.80 FEET); (SEE ITEM 1 OF SUPPLEMENTAL COMMITMENT,
FROM FIRST AMERICAN TITLE COMPANY, DATED FEBRUARY 17, 1993); 4. NORTH 09° 50’
31” EAST, 250.35 FEET (NORTH 09° 50’ 31” EAST 250.32 FEET) TO A POINT ON THE
SOUTH BOUNDARY LINE OF PARCEL 1 AS SAID PARCEL IS DESIGNATED IN THAT CERTAIN
DEED TO THE STATE OF CALIFORNIA, RECORDED IN THE OFFICIAL RECORDS OF SHASTA COUNTY
IN BOOK 719, OFFICIAL RECORDS AT PAGE 456; THENCE ALONG SAID SOUTHERLY BOUNDARY
LINE SOUTH 89° 50’ 52” EAST, 676.12 FEET (SOUTH 89° 50’ 52” EAST, 676.30 FEET)
TO THE POINT OF BEGINNING.

 

EXCEPTING FROM A
PORTION OF THE ABOVE DESCRIBED PARCEL ALL OIL, PETROLEUM, NATURAL GAS MINERAL
RIGHTS AND OTHER HYDROCARBON SUBSTANCES LYING BELOW A DEPTH OF 500 VERTICAL
FEET FROM THE SURFACE OF SAID LAND, FOR THE PURPOSE OF EXPLORING FOR,
EXTRACTING, MINING, BORING, REMOVING OR MARKETING SAID SUBSTANCES, HOWEVER, WITHOUT
ANY RIGHT OF ANY ENTRY UPON THE SURFACE OF SAID LAND AS RESERVED IN THE DEED
FROM GULF OIL CORPORATION RECORDED APRIL 4, 1973 IN BOOK 1164 PAGE 481,
OFFICIAL RECORDS.

 

ALSO EXCEPTING
THEREFROM THAT PORTION DESCRIBED IN THE DEED TO THE COUNTY OF SHASTA, RECORDED
JULY 9, 1973 IN BOOK 1179, PAGE 338, OFFICIAL RECORDS.

 

APN: 055-260-025-000

 

2

 

A-17

 

	
   

  	
  3.163
  Santa Nella, CA

  
	
   

  	
  12310
  S. Highway 33

  
	
   

  	
  Santa
  Nella, CA 95322

  
	
   

  	
  (TCA Site No. 163)

  

 

Legal
Description

 

Parcel A:

 

Parcel 1 in the County of Merced, State of
California as shown on Parcel Map filed in Book 54, Pages 11 and 12 of Parcel
Maps in the Office of the County Recorder of said County and being a portion of
Lot 3 and all of Lot 1, Map of San Luis Subdivision, as per plat recorded in
Book 26, Page 44, records of said County.

 

Excepting therefrom: Beginning at a point on course (4) as described in deed to the
State of California recorded November 8, 1963 in Volume 1630 of Official
Records, Page 561 as Instrument No. 25102, Merced County Records, distant along
said course N. 4 deg. 27’ 38” W., 180.14 feet from the Southerly terminus of
said course, thence along said course N. 4 deg. 27’ 38” W., 100.46 feet to
course (3) as described in said deed; thence along said course (3) N. 88 deg.
44’ 54’ W., 10.00 feet to a point of bearing S. 88 deg. 44’ 54” E., 30.00 feet
from Engineer’s Station 65 + 70.00 on the Department of Transportation’s 1984
construction centerline for State Highway Route 10-Mer-33, Post Mile 16.9;
thence along a line parallel with said centerline N. deg. 15’ 06” E., 199.20
feet to the Northerly line of Parcel “A” as shown on map for Alfred A. Souza
filed for record December 15, 1969 in Book 10 of Parcel Maps, Page 5, Merced
County Records; thence along said Northerly line S. 77 deg. 29’ 20” E., 10.20
feet; thence S.1 deg. 15’ 06” W., 103.00 feet; thence S. 12 deg. 47’ 04” E.,
41.23 feet; thence S. 1 deg. 15’ 06” W., 154.17 feet to the point of beginning.

 

Also excepting therefrom a portion of Parcel
“A” as said parcel is shown on map entitled, “Parcel Map for Alfred A. Souza”,
filed for record December 15, 1969 in Book 10 of Parcel Maps, Page 5, Merced
County Records, situate in the West one-half of Section 32, T. 9 S., R. 9 E.,
M.D. B. & M., said portion described as follows:

 

Beginning at the Southerly terminus of that
certain course (5) as described in deed to the State of California recorded
November 8, 1963 in Volume 1630 of Official Records, Page 561 as Instrument No.
25102, Merced County Records, thence (A) along said course N. 6 deg. 00’ 00”
W., 92.00 feet; thence (B) S. 52 deg. 30’ 27” E., 173.75 feet; thence (C) S. 24
deg. 29’ 21” E., 174.06 feet; thence (D) S. 9 deg. 20’ 00” W., 477.36 feet;
thence (E) S. 0 deg. 20’ 57” E., 139.01 feet; thence (F) S. 16 deg. 57’ 18” E.,
198.61 feet; thence (G) S. 25 deg. 03’ 45” E., 346.22 feet to that certain
course (8) described in said deed; thence along said course (8) and courses (7)
and (6) as described in said deed the following courses: N. 31 deg. 01’ 19” W.,
429.33 feet; from a tangent that bears N. 28 deg. 50’ 00” W., along a curve
concave to the Northeast having a radius of 944.00 feet through a central angle
of 30 deg. 05’ 06” an arc distance of 495.68 feet and N. 1 deg. 06” E., 442.61
feet to the point of beginning.

 

Assessor’s Parcel No.: a portion of 070-230-042

 

Parcel B:

 

All that portion of Parcel 2 as shown upon that
certain parcel map for Mid-California Auto/Truck Plaza Inc., as per map
recorded September 25, 1985 in Book 54 of Parcel Maps, Pages 11 and 12, Merced
County Records, described as follows:

 

Beginning at the most Northeasterly corner of
Parcel 1, thence South 88 deg. 46’ 23” East 200.00 feet; thence South 1 deg.
13’ 37” West 790.52 feet; thence North 88 deg. 46’ 23” West 200 feet to a
corner on the East line of Parcel 1; thence along the East line of said Parcel North
1 deg. 13’ 37” East 790.52 feet to the point of beginning.

 

Assessors Parcel No.:
070-230-038

 

Parcel C:

 

Lot 2 according to map of “San Luis
Subdivision”, recorded July 9, 1980 in Vol. 26 of Official Plats, Page 44, 45
and 46, Merced County Records.

 

Together with:

 

All that portion of Parcel 2 as shown on the
“Parcel Map for Mid-California Auto/Truck Plaza” recorded in Volume 54, Parcel
Maps, Page 12, Merced County Records, described as follows:

 

1

 

Commencing at the Northeast corner of Lot 2 as
shown on the “Map of San Luis Subdivision,” Volume 26, Official Plats, Page 45,
Merced County Records; thence S. 88 deg. 45’ 08” E. 10.00 feet to the
previously adjusted lot corner for Lot 2 as shown on the “Record of Survey for
Dave Buchanan” recorded in Volume 22, Surveys, Page 30, Merced County Records and
the True Point of Beginning for this description; thence along the previously
adjusted east line of Lot 2 as shown on the aforesaid Record of Survey S. 1
deg. 13’ 37” W. 351.45 feet; thence N. 88 deg. 45’ 08” W. 10.00 feet to the
point of beginning, by Certificate of Compliance recorded April 7, 1988 in Book
2668, Page 248, Official Records of Merced County.

 

Assessors Parcel No.: 070-230-042 a portion of.

 

2

 

A-18

 

	
   

  	
  3.148 Denver East, CO

  
	
   

  	
  5101 Quebec Street

  
	
   

  	
  Commerce City, CO 80022

  
	
   

  	
  (TCA Site No. 148 – Denver East)

  

 

LEGAL DESCRIPTION

 

A leasehold interest, as described in that certain
Lease to TA Operating Corporation, a Delaware corporation, as evidenced by
Memorandum of Lease, recorded January 22, 1998, in Book 5213, at Page 875, and
Assignment of Lease recorded           , at
Reception Number               , in and
to the following described property:

 

Parcel A:

 

A Parcel of land
situated in the East one half of Section 17, Township 3 South, Range 67 West of
the Sixth Principal Meridian, together with Lot 51, Kemp Subdivision, The
Subdivision of which is recorded in the offices of the Adams County Clerk and
Recorder in Book 4, at Page 35, City of Commerce City, County of Adams, State
of Colorado, a being more particularly described as follows:

 

Commencing at the Southeast
corner of the Northeast Quarter of the Southeast Quarter of Section 17; Thence
North 00°31’37” West along the Easterly line of said Southeast Quarter 132.10
feet to a point on a curve on the Northerly right-of-way line of U.S.
Interstate No. 270, also being the point of beginning;

 

Thence Northwesterly,
along said Northerly right-of-way line and along a curve to the left having a
central angle of 17°38’06”, a radius of 1960.19 feet, an arc distance of 603.33
feet and having a chord which bears North 45°21’35” West 600.95 feet to a point
of tangency; Thence continuing along said Northerly right-of-way line North
54°10’48” West 415.14 feet; Thence departing said right-of-way line North
00°31’09” West 429.66 feet; Thence South 89°24’48” West 267.11 feet to the
Southeast corner of Thuringer Subdivision No. 2 the Subdivision of which is
recorded in the Offices of the Adams County Clerk and Recorded under Reception
Number 392231; said Thuringer Subdivision No. 2 and along the Easterly line of
Lot 58 of said Kemp Subdivision, 600.36 feet;

Thence North
89°24’48” East along the Southerly line of Lot 53 and Lot 52 a distance of
395.13 feet to the Southwest corner of Lot 51, all in said Kemp Subdivision;
Thence along the boundary lines of said Lot 51 the following Three (3) courses:

 

1.  North
00°31’09” West 349.92 feet to the Southerly right-of-way line of East 53rd Place;

 

2.  North
89°24’48” East along said right-of-way line 200.01 feet;

 

3.  South
00°31’09” East 349.92 feet to the Southeast corner of said Lot 51;

 

Thence
North 83°24’48” East along the Southerly line of Lot 50, said Kemp Subdivision,

 

 

80.03 feet; Thence
South 00°31’09” East 199.96 feet; Thence North 89°24’48” East 349.86 feet to
the Easterly line of the Northeast Quarter of said Section 17; Thence South
00°31’09” East along said Easterly line 305.81 feet to the East Quarter corner
of said Section 17; Thence South 00°31’37” East along the Easterly line of the
Southeast Quarter of said Section 17, 1197.27 feet to the point of beginning,

 

EXCEPT that portion
of said property described in Quit Claim Deed recorded August 26, 1998, in Book
5443, at Page 245,

 

AND EXCEPT that
portion of said property described in Quit Claim Deed recorded June 28, 1999,
in Book 5804, at Page 980, 

 

County of Adams,

State of Colorado.

 

Parcel B:

 

Beneficial Easement
as described in Reciprocal Easement Agreement recorded August 12, 1999, in Book
5855, at Page 763,

 

County of Adams, 

State of Colorado.

 

 

A-19

 

	
   

  	
  3.228 Limon, CO

  
	
   

  	
  2200 Ninth Street

  
	
   

  	
  P.O. Box 1298

  
	
   

  	
  Limon, CO 80828

  
	
   

  	
  (TCA
  Site No. 228)

  

 

Legal
Description

 

Parcel “D” of West Limon Addition to the Town of
Limon, Lincoln County, Colorado, less tract deeded to the town of Limon in Book
393 at Page 539.

 

The foregoing property is also described as:

 

A parcel of land situated in the North 1/2 of
Section 18, Township 9 South, Range 56 West of the 6th P.M., being Parcel D, West Limon Addition to
the Town of Limon, Lincoln County, Colorado, more particularly described as
follows:

 

Beginning at the Southeasterly corner of said
Parcel D;

 

Thence North 68°30’37” West along the Northerly
right of way line of 9th Street a distance of 547.53 feet to a point of
curve;

 

Thence along a curve to the right non-tangent
to the last described course whose chord bears North 41°15’40” West a distance
of 49.90 feet, said curve having a central angle of 19°09’01”, a radius of
150.00 feet, an arc length of 50.14 feet to a point lying non-tangent on a
curve on the Easterly right of way line of U.S. Highway 24; Thence along a
curve to the left along said Easterly right of way line whose chord bears North
20°17’08” East a distance of 385.57 feet, said curve having a central angle of
14°41’40”, a radius of 1507.50 feet, an arc length of 386.63 feet;

 

Thence
North 31°18’45” East non-tangent to the last described course and along the
Southerly right of way line of Interstate 70 a distance of 221.50 feet;

 

Thence North 74°49’00” East along said
Southerly right of way line a distance of 700.96 feet;

 

Thence South 21°29’23” West along the Westerly
right of way line of R Avenue a distance of 1045.23 feet to the point of
beginning,

 

County of Lincoln, State of Colorado.

 

 

A-20

 

	
   

  	
  3.174 Denver West,
  CO

  
	
   

  	
  12151 W. 44th Avenue

  
	
   

  	
  Wheat Ridge, CO
  80033

  
	
   

  	
  (TCA Site No. 174 –
  Denver West)

  

 

All that portion of
Lots 13, 14 and 15, Nicholas Gardens, described as follows:

 

Beginning at the
Southeast corner of said Lot 13, said corner being at a point on the Northerly
right of way line of West 44th Avenue;

 

Thence along said
right of way line North 89°40’ West 115.86 feet to the most Easterly corner of
Parcel No. 178, as described in Rule and Order granting said parcel to Board of
County Commissioners of Jefferson County and Department of Highways, State of
Colorado, recorded in Book 1963 at Pages 587 through 590, in the office of the
Clerk and Recorder;

 

Thence along the
North line of said parcel North 74°24’45” West 228.0 feet;

 

Thence continuing
along said North line North 89°40’ West 25.8 feet to the Northeast corner of
Parcel No. 178A, Rev. 2, as described in Rule and Order granting said parcel to
Board of County Commissioners of Jefferson County and Department of Highways,
State of Colorado, recorded in Book 2015 at Pages 65, 66 and 67, in the office
of the Jefferson County Clerk and Recorder;

 

Thence along the
North line of said parcel North 89°40’ West 148.0 feet to the Northeast corner
of Parcel No. 178B, Rev. 2, as described in Rule and Order granting said parcel
to Board of County Commissioners of Jefferson County and Department of
Highways, State of Colorado, recorded in Book 1963 at Pages 587 through 590 in
the office of the Jefferson County Clerk and Recorder;

 

Thence along the
North line of said parcel 30.0 feet to the Northeast corner of Parcel No. 173,
Rev. 2, as described in Rule and Order granting said parcel to Board of County
Commissioners of Jefferson County and Department of Highways, State of
Colorado, recorded in Book 1972 at Pages 137 through 141 in the office of the
Jefferson County Clerk and Recorder;

 

Thence along the
North line of said parcel North 89°40’ West 25.6 feet to Easterly Northeast
corner of Parcel No. 172, Rev. 2, described in Deed to the Department of
Highways, State of Colorado, recorded in Book 1909 at Pages 698 and 699, in the
office of the Jefferson County Clerk and Recorder;

 

Thence along the
North line of said parcel North 89°40’ west 170.0 feet;

 

Thence along the
Northeasterly line of said parcel North 44°50” West 70.9 feet;

 

Thence along the East
line of said parcel North 00°00’15” West 40.0 feet to the Southeast corner of
Parcel No. 177, Rev. 3, as described in Rule and Order granting said parcel to
Board of County Commissioners of Jefferson County and Department of Highways,
State of Colorado, recorded in Book 1972 at Pages 137 through 141, in the
office of the Jefferson County Clerk and Recorder;

 

Thence along the East
line of said parcel North 00°00’15” West 200.8 feet;

 

Thence along the
Easterly line of said parcel North 14°12’45” East 234.0 feet;

 

Thence along the Southeasterly
line of said parcel North 51°23’30” East 223.1 feet to a point on the
Southwesterly line of Parcel 8A, as described in the Deed to the State Highway
Commission of Colorado, recorded in Book 939 at Pages 147 and 148, in the
office of the Jefferson County Clerk and Recorder;

 

Thence along said
Southwesterly line North 64°20’30” East 15.3 feet to the Southwest corner of
Parcel 9A, as described in Deed to the State Highway Commission of Colorado,
recorded in Book 845 at Pages 247 and 248, in the office of the Jefferson
County Clerk and Recorder;

 

Thence along the
Southwesterly line of said parcel North 64°20’30” East 593.2 feet to the East
line of Lot 13, Nicholas Gardens;

 

Thence along said
East line South 00°16’00” East 984.89 feet to the point of beginning.

 

Excepting those
parcels conveyed by Deed recorded July 20, 1987 at Reception No. 87093520.

County of Jefferson,
State of Colorado.

 

 

A-21

 

	
   

  	
  3.171 New Haven, CT

  
	
   

  	
  3 East Industrial Road

  
	
   

  	
  Branford, CT 06405

  
	
   

  	
  (TCA Site No. 171 – New Haven)

  

 

A certain piece or
parcel of land shown as lots 10.1 and 11 and known as 3 - 5 East Industrial
Road, as shown on a man entitled. “Survey Map Travel Centers of America, T.A.
Operating Corporation, Tax maps H - 05, J - 05, Block 1, lots 10.1 & 11, 3
- 5 East Industrial Road, Branford Connecticut 1 inch = 50 feet, Nov 1, 2003
revised to 3-7-05, prepared by Design Development Group Consulting Engineers -
Land Surveyors 458 East Main Street, Meriden, Ct.

 

Said piece containing
461,317 square feet and being more particularly bounded and described as
follows:

 

Commencing at a point
in the Northwest corner of the herein described parcel, said point being
approximately 200 feet easterly of the intersection of East Industrial Road and
Leets Island Road, when measured along the southerly street line of East
Industrial Road.

 

THENCE RUNNING North
79 degrees 46 minutes 14 seconds East 175.06 feet along the southerly street
line of East Industrial Road;

 

THENCE RUNNING North
76 degrees 43 minutes 34 seconds East 278.83 feet along the southerly street
line of East Industrial Road;

 

THENCE RUNNING North 80
degrees 25 minutes 30 seconds East 618.75 feet along the southerly street line
of East Industrial Road;

 

THENCE RUNNING North
84 degrees 51 minutes 04 seconds East 261.79 feet along the southerly street
line of East Industrial Road;

 

THENCE RUNNING South
81 degrees 12 minutes 27 seconds East 82.34 feet along the southerly street
line of East Industrial Road;

 

THENCE RUNNING South
9 degrees 36 minutes 50 seconds East 96.41 feet along the westerly boundary
line of the on ramp to I-95;

 

THENCE RUNNING 314.62 feet along a curve having a
radius of 229.00 feet and being concave to the northwest, along the on ramp to I-95;

 

THENCE RUNNING South
79 degrees 37 minutes 02 seconds West 423.16 feet along the northerly highway
line of I-95, land belonging now or formerly to the State of Connecticut;

 

THENCE RUNNING South
79 degrees 37 minutes 05 seconds West 300.00 feet along the northerly highway
line of I-95, land belonging now or formerly to the

 

Continued On Next Page

 

 

State of Connecticut:

 

THENCE RUNNING North 87
degrees 45 minutes 44 seconds West 149.73 feet to a concrete monument, along
the northerly highway line of I-95, land belonging now or formerly to the State
of Connecticut;

 

THENCE RUNNING North 72
degrees 25 minutes 08 seconds West 200.00 feet to a concrete monument, along
the northerly highway line of I-95, land belonging now or formerly to the State
of Connecticut;

 

THENCE RUNNING 176.88
feet to an iron pin, along a curve having a radius of 459.26 feet and being
concave to the South, along the northerly highway line of I-95, land belonging
now or formerly to the State of Connecticut;

 

THENCE RUNNING North 2 degrees 52 minutes 24 seconds
West 207.04 feet along land belonging now or formerly to Exxon Oil Company, to
the point and place of Commencement;

 

The above parcel is
subject to a 20 foot wide drainage easement to the Town of Branford, along the
westerly line of the above described parcel, and subject to a 20 foot wide
drainage easement to the Town of Branford as shown on the above referenced map.

 

The above parcel is
also subject to a 60 foot wide easement for electric lines in favor of the
Connecticut Light and Power Company as shown on the above referenced map.

 

 

 

A-22

 

	
   

  	
   

  	
  3.154 Southington, CT

  
	
   

  	
   

  	
  1875 Meriden/Waterbury Road 

  
	
   

  	
   

  	
  P.O. Box 427/527

  
	
   

  	
   

  	
  Milldale, CT 06467

  
	
   

  	
  Legal
  Description

  	
  (TCA Site No. 154)

  

 

ALL that certain real
property located in the County of Hartford, State of Connecticut, being more
particularly described as follows:

 

A certain piece or
parcel of land located on the northerly side of the Meriden-Waterbury Turnpike
(Route #66) in the Town of Southington, County of Hartford and State of
Connecticut, being more particularly bounded and described as follows;

 

BEGINNING at a point
on the northerly highway line of the Meriden-Waterbury Turnpike (Rt. #66), said
point being marked by a monument which is approximately 370 feet easterly of
the center line of Ruggles Row;

 

THENCE RUNNING North
75 degrees 20 minutes 30 seconds West along the northerly non-access highway
line of said Meriden-Waterbury Turnpike a distance of 167.15 feet to a point
marked by an iron pin;

 

THENCE RUNNING North
17 degrees 46 minutes 10 seconds East along the easterly boundary of land now
or formerly of Madeline Mirando a distance of 99.80 feet to a point marked by
an iron pin;

 

THENCE RUNNING North
18 degrees 26 minutes 50 seconds East along the easterly boundary of land now
or formerly of Ernest Mirando a distance of 69.39 feet to a point marked by an
iron pin;

 

THENCE RUNNING North
18 degrees 43 minutes 16 seconds East along the easterly boundary of land now
or formerly of Luigi Della-Bitta a distance of 233.43 feet to a point;

 

THENCE RUNNING North
78 degrees 40 minutes 30 seconds West along the northerly boundary of land of
said Della-Bitta a distance of 90.00 feet to a point marked by an iron pin;

 

THENCE RUNNING North
11 degrees 19 minutes 30 seconds East along the easterly boundary of land of
said Della-Bitta a distance of 13.00 feet to a point marked by an iron pin;

 

THENCE RUNNING North
72 degrees 02 minutes 50 seconds West along the northerly boundary of land of
said Della-Bitta a distance of 93.59 feet to a point on the proposed street
line of Ruggles Row;

 

THENCE RUNNING North 24 degrees 30 minutes 10 seconds East along the
easterly street line of said Ruggles Row a distance of 372.82 feet to a point
of

 

 

curvature;

 

THENCE continuing
along the easterly street line of said Ruggles Row in a curve to the right
whose radius is 455.00 feet and length is 164.68 feet to a point;

 

THENCE continuing
North 45 degrees 14 minutes 25 seconds East along the easterly street line of
said Ruggles Row a distance of 60.86 feet to a point;

 

THENCE RUNNING South
79 degrees 35 minutes 10 seconds east along the southerly boundary line of property now or
formerly of John R. Lacey a distance of 463.15 feet to a point;

 

THENCE RUNNING South
9 degrees 05 minutes 20 seconds West along the westerly boundary of land of
said John R. Lacey a distance of 987.71 feet to a point on the northerly
highway line of said Meriden-Waterbury Turnpike;

 

THENCE RUNNING North
81 degrees 12 minutes 40 seconds West along the north highway line of said
Meriden-Waterbury Turnpike a distance of 386.43 feet to the point an place of
BEGINNING.

 

Said parcel of land
contains 12.76 acres and is more particularly shown on a map entitled “Property
of Louise Fontana, Meriden-Waterbury Turnpike, Southington, Conn. Scale 1 inch
equals 50 feet August 22, 1975, revised to February 9, 1976”, as
prepared by Clarence Blair Associates, Inc., Civil Engineers and Land
Surveyors of New Haven, Connecticut.

 

Together with all
appurtenances thereto belonging or in anywise appertaining, and all right,
title and interest of Grantor in and to any and all roads, street, alleys and
ways bounded said premises.

 

EXCEPTING THEREFROM
the following piece or parcel of land conveyed to the State of Connecticut by
Quit Claim Deed form Union Oil Company of California dated August 3, 1977
and recorded in Volume 286 at page 2 of the Southington Land Records;

 

That certain parcel
of land situated in the town of Southington, County of Hartford and State of
Connecticut, on the northerly side of the Meriden-Waterbury Turnpike, Route 66,
containing 0.04 of an acre, more or less, bounded and described as follows;

 

Northerly by
remaining land of the Releasor herein, 386.61 feet by a line designated “Taking
Line”, as shown on the map hereinafter referred to;

 

2

 

Easterly by land now
or formerly of John R. Lacy, 10.00 feet;

 

Southerly by the
Meriden-Waterbury Turnpike, Route 66, 386.43 feet;

 

Westerly running to a
point.

 

The land herein
conveyed comprises a portion of the premises acquired by the Releasor herein by
a Warranty Deed dated May 5, 1976, and recorded in Volume 275 at Page 548
of the Southington Land Records.

 

All of the
above-described land being the same as follows;

 

BEGINNING at a point
on the easterly sideline of Ruggles Row, said point being the westerly corner
of said parcel;

 

THENCE RUNNING North
24 degrees 30 minutes 10 seconds East 372.82 feet to a point of curvature;

 

THENCE RUNNING
Northeasterly 164.68 feet by a curve to the right having a radius of 455.00
feet to a point of tangency;

 

THENCE RUNNING North
45 degrees 14 minutes 25 seconds East 60.86 fee to a point, said last three
courses being by the easterly sideline of Ruggles Row;

 

THENCE turning and
running South 79 degrees 35 minutes 10 seconds East 463.15 feet to a concrete
bound;

 

THENCE turning and
running South 09 degrees 05 minutes 20 seconds West 977.71 feet to a point on
the northerly sideline of the Meriden Waterbury Turnpike, said last two courses
being by land now or formerly of the The Robert L. Jacks and Ted J. Crew
Partnership;

 

THENCE turning and
running North 82 degrees 41 minutes 36 seconds West 386.61 feet to a point;

 

THENCE turning and
running North 75 degrees 20 minutes 30 seconds West 167.15 feet to a point,
said last two courses being by the Meriden Waterbury Turnpike;

 

THENCE Turning and
running North 17 degrees 46 minutes 15 seconds East 99.80 feet by land now or
formerly of Emerick Mirando and Domenick Mirando to

 

3

 

a pipe;

 

THENCE turning and running
North 18 degrees 26 minutes 50 seconds East 69.39 feet to a point;

 

THENCE turning and
running North 18 degrees 43 minutes 10 seconds East 233.43 feet to a point;

 

THEnCE turning and
running North 78 degrees 40 minutes 30 seconds West 90.00 feet to a point;

 

THENCE turning and
running North 11 degrees 19 minutes 30 seconds East 13.00 feet to a point;

 

THENCE turning and
running North 72 degrees 02 minutes 50 seconds West 93.59 feet to the point of
beginning, said last six courses being by land now or formerly of Ted J. Crew
and Robert L. Jacks Partnership.

 

Containing 554,061
square feet, more or less, of 12.719 acres, more or less.

 

4

 

	
   

  	
  3.154
  Southington, CT

  
	
   

  	
  1875
  Meriden/Waterbury Road

  
	
   

  	
  P.O. Box
  427/527

  
	
   

  	
  Milldale,
  CT 06467

  
	
   

  	
  (TCA
  Site No. 154)

  
	
   

  	
  (Sublease
  Parcel)

  

 

Legal Description

 

A parcel consisting of an area equal to 87,624
square feet (2.01 acres ±), on a certain map entitled “MAP OF THE ROBERT L.
JACKS AND TED J. CREW PARTNERSHIP # 1843 # 1845 MERIDEN WTBY TPKE SOUTHINGTON,
CT SCALE: 1” 40’ SEPT., 14, 1983 REV. 9/23/83 REV. 5/3/84 REV. 2/19/99 KRATZERT &
JONES CIVIL ENGINEERS — LAND SURVEYORS — SITE PLANNERS MERIDEN — WATERBURY
TURNPIKE MILLDALE, CONNECTICUT.”

 

5

 

A-23

 

	
   

  	
  3.022 Willington,
  CT

  
	
   

  	
  327 Ruby Road

  
	
   

  	
  Willington, CT
  06279

  
	
   

  	
  (TCA Site No. 22)

  

 

Parcel I

 

All
those certain pieces or parcels of land shown and described as “Parcel B-1”, “Parcel
B-2” and “Parcel H” on a certain plan entitled, “Lease Site Plan Willington
Travel Plaza Ruby Road a.k.a. Ct. Route 320 Willington, Ct.” prepared by
Gardner & Peterson Associates, 178 Hartford Turnpike Tolland,
Connecticut Professional Engineers Land Surveyors Scale 1” = 100’ date 6/14/95
Sheet No. 1 of 1 Revisions 6/16/95, 6/23/95, Map. No. 8954-LS, which
plan is on file in the offices of the Landlord and Tenant.

 

Parcel II

 

That
certain parcel of land, situated in the Town of Willington, County of Tolland
and State of Connecticut on the westerly side of Ruby Road (Rte. 320) as
relocated, containing 0.18 of an acre, as shown on a map entitled “TOWN OF
WILLlNGTON MAP SHOWING LAND RELEASED TO ROYCE PROPERTIES LLC BY THE STATE OF
CONNECTICUT RUBY ROAD — CONN. ROUTE 320 SCALE l’=40” JULY 1996” prepared by
Gardener & Peterson Associates, Tolland, Connecticut, Job 8954. Said
premises are more particularly bounded and described as follows:

 

	
  EASTERLY

  	
   

  	
  - by Ruby Road
  (Rte. 320) as relocated, 386.63 feet;

  
	
   

  	
   

  	
   

  
	
  SOUTHERLY

  	
   

  	
  - running to a
  point;

  
	
   

  	
   

  	
   

  
	
  Generally

  	
   

  	
   

  
	
  WESTERLY

  	
   

  	
  - by land now of
  Royce Properties LLC, 392.86 feet;

  
	
   

  	
   

  	
   

  
	
  NORTHERLY

  	
   

  	
  - running to a
  point.

  

 

 

A-24

 

	
   

  	
  3.125 Baldwin, FL

  
	
   

  	
  P.O. Box 638

  
	
   

  	
  Baldwin, FL 32234

  
	
   

  	
  (TCA
  Site No. 125)

  

 

Legal
Description

 

PARCEL A:

 

Part of the Northeast 1/4 of Section 34,
Township 2 South, Range 23 East, Duval County, Florida, more particularly
described as follows:

 

Commence at the center line intersection of
Interstate No. 10 and U.S. No. 301; thence South 0°40’05” East,
1156.88 feet along the center line of said U.S. No. 301 to the point of
curve of a curve concave to the West and having a radius of 2864.79 feet;
thence around and along said curve an arc distance of 552.03 feet to a point,
said arc being subtended by a chord having a bearing and distance of South
04°51’08” West, 551.17 feet; thence North 79°14’ West, 751.92 feet to the Point
of Beginning; thence continue North 79°14’ West, 400.72 feet to an iron rod;
thence North 0°14’ East, 916.24 feet to an iron rod; thence South 69°29’49”
East, 419.97 feet to an iron rod; thence South 0°14’ West, 844.0 feet to the
Point of Beginning.

 

EXCEPTING THEREFROM:

 

A 100.0 foot strip of land as a right-of-way
line for Florida Power and Light Company.

 

PARCEL B:

 

That certain piece, parcel or tract of land,
situate, lying and being in the County of Duval and State of Florida, and being
more particularly described as follows:

 

A part of the Northeast 1/4 of Section 34,
Township 2 South, Range 23 East, Duval County, Florida, described as follows:

 

Commence at the Southerly terminus or Point of
Beginning of that certain curve concave to the Southwest and having a radius of
625.0 feet, as described in O.R. Volume 694, Page 21, of the Public
Records of said County; thence North 86°10’ East, 21.0 feet to the Westerly
right-of-way of U.S. Highway No. 301; (which is the Easterly terminus of a
limited access fence); thence South 5°00’23” West, 60.0 feet as measured along
the chord of a curve concave to the West having a radius of 2728.79 feet to the
Point of Beginning; thence continue along the last described curve, a chord
bearing and distance of South 8°16’43” West, 250.0 feet; the last two described
calls are along the Westerly right-of-way line of U.S. Highway No. 301;
thence North 79°14’ West, 615.92 feet; thence North 0°14’ East, 844.0 feet;
thence South 69°29’49” East 209.92 feet; thence Southeasterly along a curve
concave to the Southwest having a radius of 565.0 feet, a chord bearing and
distance of South 32°34’07” East, 678.92 feet; thence South 14°21’ East, 63.35
feet; thence South 85°38’25” East 60.0 feet to the Point of Beginning.

 

ALL
OF THE ABOVE-DESCRIBED PARCELS A-B BEING THE SAME AS FOLLOWS:

 

LEGAL
DESCRIPTION OVERALL:

 

Part of the Northeast 1/4 of Section 34,
Township 2 South, Range 23 East, Duval County, Florida, more particularly
described as follows:

 

Commence at the center line intersection of
Interstate No. 10 and U.S. No. 301; thence South 0°40’05” East,
1,156.88 feet along the center line of said U.S. No. 301 to the Point of
Curve of a curve concave to the West and having a radius of 2,864.79 feet;
thence around and along said curve an arc distance of 552.03 feet to a point,
said arc being subtended by a chord having a bearing and distance of South

 

1

 

4°51’08” West, 551.17 feet; thence North 79°14’00”
West, 136.00 feet to the Point of Beginning; thence continue North 79°14’00”
West, 1,016.64 feet; thence North 0°14’00” East, 916.24 feet, thence South
69°29’49” East, 629.89 feet to the point of curve of a curve concave to the
West and having a radius of 565.00 feet; thence around and along said curve an
arc distance of 728.31 feet to a point, said arc being subtended by a chord
having a bearing and distance of South 32°34’07” East, 678.92 feet; thence
South 14° 21’00” East, 63.35 feet; thence South 85°38’25”
East, 80.00 feet to a point on a curve; thence Southerly 250.00 feet along the
arc of a curve concave to the Northwest having a radius of 2728.79 feet and a
chord bearing and distance of South 08°16’43” West, 250.00 feet to the Point of
Beginning

 

2

 

A-25

 

	
   

  	
  3.126 Jacksonville S., FL

  
	
   

  	
  1650 C. R. 210 West

  
	
   

  	
  Jacksonville, FL 32259

  
	
   

  	
  (TCA Site No. 126)

  

 

Legal
Description

 

PARCEL I

 

A portion of Government Lot 3, Section 16, Township 5 South, Range 28 East,
St. Johns County, Florida, more particularly described as follows:

 

Beginning at the
Northeast corner of Government Lot 3, Section 16, Township 5 South, Range
28 East, thence South 0°41’15” East, along the East Boundary of said Government
Lot, 775.70 feet to the Northwesterly right-of-way line curve of State Road No. 210,
said curve being concave Northwesterly and having a radius of 624.07 feet,
thence Southwesterly, along said right-of-way line curve, a chord bearing and
distance of South 73°49’23” West 183.44 feet, said point being the Point of
Intersection of said right-of-way line with the Easterly right-of-way line of
Interstate Highway No. 95, thence North 69°48’25” West, along said
right-of-way line, 123.16 feet, thence North 12°15’24” West, along said right-of-way
line, 813.58 feet to the North boundary of said Government Lot, thence South
88°38’33” East, along said North boundary, 455.32 feet to the Point of
Beginning.

 

PARCEL II

 

A portion of
Government Lot 2, Section 16, Township 5 South, Range 28 East, St. Johns
County, Florida, more particularly described as follows:

 

Beginning at the
Northwest corner of said Government Lot 2; thence run South 0°41’15” East along
the Westerly line of said Government Lot 2, a distance of 775.70 feet to the
Northwesterly right-of-way line of State Road No. 210; thence along a
curve to the left in said right-of-way line, said curve having a radius of
624.07 feet, a distance of 302.75 feet as measured along a chord bearing North
51°20’01” East to a Point of Tangency; thence continue along the right-of-way
line of said State Road No. 210 North 37°17’45” East, a distance of 99.39
feet; thence run North 0°41’15” West, parallel to said Westerly line of
Government Lot 2, a distance of 500.35 feet to the Northerly line of said Government
Lot 2; thence run North 88°38’33” West along said Northerly line of Government
Lot 2, a distance of 300 feet to the Point of Beginning.

 

 

A-26

 

	
   

  	
  3.178 Marianna, FL

  
	
   

  	
  2112 Highway 71 South

  
	
   

  	
  P.O. Box 1585

  
	
   

  	
  Marianna, FL 32448

  
	
   

  	
  (TCA Site No. 178)

  

 

Legal
Description

 

PARCEL I:

 

That portion of the North 1/2 of the Southeast
1/4 of the Northeast 1/4 of Section 25, Township 4 North, Range 10 West,
lying South of the right-of-way of Interstate 10, better described as:

 

Commence at an existing concrete monument
marking the Southeast corner of the Northeast 1/4 of Section 25, Township
4 North, Range 10 West, Jackson County, Florida; thence North 02°19’57”East
658.66 feet to an existing concrete monument and call this the Point of
Beginning; thence continue North 02°19’57”East 51.25 feet to a concrete
monument on the Southerly right-of-way of Interstate 10; thence North 75°47’32”West
180.48 feet to an existing Department of Transportation iron rod; thence
continue along said right-of-way North 77°13’57”West 337.58 feet to an existing
Department of Transportation iron rod; thence continue along said right-of-way
North 87°04’09”West 836.35 feet to an existing concrete monument; thence South
01°43’43”West, 223.50 feet to a concrete monument; thence North 89°33’36”East,
1344.05 feet to the Point of Beginning.

 

PARCEL II:

 

Commence at the Northeast corner of the
Southeast 1/4 of the Northeast 1/4 of Section 25, Township 4 North, Range
10 West, Jackson County, Florida, as per State Road Department Right-of-Way
Plans S53002-2404, Sheet 1; thence South 02°21’30”West 431.59 feet to the
center line of Interstate 10; thence North 75°49’47”West 1809.59 feet along the
center line of said road to the center line intersection of State Road 71;
thence South 00°16’17”East along the center line 1143.3 feet; thence North
89°43’43”East, 102.65 feet to the new right-of-way of State Road 71; thence
North 06°58’41”East along said right-of-way 470.28 feet; thence North 38°16’38”East
along said right-of-way 276.17 feet; thence South 87°04’09”East 61.9 feet;
thence South 01°43’43”West 223.5 feet to an existing concrete marker and call
this the Point of Beginning; thence continue South 01°43’43”West 663.0 feet to
a concrete marker; thence North 89°24’43”East 1336.2 feet to an existing concrete
marker; thence North 02°22’13”East, 658.7 feet to an existing concrete marker;
thence South 89°34’53”West 1345.3 feet to the Point of Beginning.

 

PARCEL III:

 

Commence at the Northeast corner of the
Southeast 1/4 of the Northeast 1/4 of Section 25, Township 4 North, Range
10 West, Jackson County, Florida, as per State Road Department Right-of-Way
Plans S53002-2404, Sheet 1; thence South 02°21’30”West, 431.59 feet to the
center line of Interstate 10; thence North 75°49’47”West, 1809.59 feet along
the center line of said road to the center line intersection of State Road 71;
thence South 00°16’17”East along the center line, 1143.3 feet; thence North
89°43’43”East 102.65 feet to the new right-of-way of State Road 71 and call
this the Point of Beginning; thence continue North 89°43.43”East 195.9 feet;
thence South 00°16’17”East 417.5 feet; thence North 89°43’43”East, 60.2 feet;
thence North 01°43’43”East, 1097.1 feet, to a concrete marker on the South
right-of-way of Interstate 10; thence North 87°04’09”West 61.9 feet; thence
South 38°16’38”West, 276.17 feet along the South right-of-way of said road;
thence South 06°58’41”West 470.28 feet along the East right-of-way of said road
to the Point of Beginning.

 

PARCEL IV:

 

Commence at the Northeast corner of the Southeast
1/4 of the Northeast 1/4 of Section 25, Township 4 North, Range 10 West,
Jackson County, Florida, as per State Road Department Right-of-Way Plans S53002-2404,
Sheet 1; thence South 02°21’30”West 431.59 feet to the center line of
Interstate 10;

 

1

 

thence North 75°49’47”West, 1809.59 feet along
the center line of said road to the center line intersection of State Road 71;
thence South 00°16’17”East along the center line 1143.3 feet; thence North 89°43’43”East
102.65 feet to the new right-of-way of State Road 71 and call this the Point of
Beginning; thence continue North 89°43’43”East, 195.9 feet; thence South 00°16’17”East
417.5 feet; thence South 89°43’43”West, 228.55 feet to the new right-of-way of
State Road 71; thence North 00°16’17”West 160.8 feet along said right-of-way;
thence North 06°58’41”East along said right-of-way 258.77 feet to the Point of
Beginning.

 

ALL OF THE ABOVE DESCRIBED PARCELS I, II, III,
AND IV BEING THE SAME AS FOLLOWS:

 

Commence at an existing concrete monument
marking the Southeast corner of the Northeast 1/4 of Section 25, Township
4 North, Range 10 West, Jackson County, Florida and call this the Point of
Beginning; thence North 02°19’35”East along the Easterly line of said Section 25,
a distance of 709.35 feet to the intersection of the Easterly line of said Section 25
and the Southerly right of way of State Road 8 (Interstate 10); thence North
75°47’32”West along the Southerly right of way of said road, a distance of
180.48 feet; thence North 77°13’57”West along the Southerly right of way of
said road, a distance of 337.58 feet to an existing Florida Department of
Transportation iron rod and cap; thence North 87°04’09”West along the Southerly
right of way of said road, a distance of 897.60 feet to a concrete monument;
thence South 38°16’51”West along the Southerly right of way of said road, a
distance of 276.17 feet to a Florida Department of Transportation iron rod set
at the intersection of the Southerly right of way of Interstate 10 and the
Easterly right of way of State Road No. 71; thence South 06°58’54”West
along the Easterly right of way of State Road No. 71, a distance of 729.85
feet to a Florida Department of Transportation iron rod; thence South 00°16’01”East
along the Easterly right of way of said road, a distance of 159.96 feet to a
concrete monument; thence North 89°42’44”East, a distance of 290.55 feet to an
iron rod; thence North 01°04’38”East, a distance of 210.60 feet to a concrete
monument; thence North 89°19’53”East, a distance of 1336.47 feet to the Point
of Beginning; the above described parcel located in the East 1/2 of Section 25,
Township 4 North, Range 10 West, Jackson County, Florida.

 

Less and Excepting from the aforesaid Parcels I, II, III
and IV and the above overall parcel the land described in the Special Warranty
Deed, dated January 5, 2006, recorded January 9, 2006 in O.R. Book
1062, Page 581, Public Records of Jackson County, Florida.

 

2

 

A-27

 

	
   

  	
  3.158 Tampa, FL

  
	
   

  	
  11706 Tampa Gateway Blvd. 

  
	
   

  	
  P.O. Box 1859

  
	
   

  	
  Seffner, FL 33584

  
	
   

  	
  (TCA
  Site No. 158 - Tampa)

  

 

Legal Description

 

Parcel I:

 

Parcel I of Tampa Gateway Park Plat Book 91, Page 88,
Public Records of HILLSBOROUGH County Florida, also described as:

 

That part of the North 1,551 feet of the West
1/2 of the Northwest 1/4, Section 34, Township 28 South, Range 20 East,
Hillsborough County, Florida, being more particularly described as follows:

 

Commence at the Northwest corner of said Section 34,
thence South 89°58’24 East, 256.29 feet along the North boundary of the
Northwest 1/4 of said Section 34, to the Point of Beginning; continue
thence South 89°58’24”East, 819.78 feet, along said North boundary; thence
South 00°12’10”East, 517.57 feet; thence South 89°47’50”West, 40.00 feet;
thence North 00°12’10”West, 45.00 feet; thence South 89°47’50”West, 923.06
feet; thence North 00°12’08”West, 198.17 feet to a point of curvature; thence
122.81 feet along the arc of a curve to the right, having a radius of 125.00
feet, a central angle of 56°17’28”and a chord bearing of North 27°56’36”East, 117.93 feet to a point of reverse curvature; thence 135.57 feet
along the arc of a curve to the left, having a radius of 175.00 feet, a central
angle of 44°23’08”and a chord bearing of North 33°53’46”East, 132.20 feet to a
point of tangency; thence North 11°42’12”East, 65.64 feet to the Point of
Beginning.

 

Parcel II:

 

Drainage Easement for the benefit of Parcel I
between TA Operating Corporation and Tampa Gateway Park Properties, LLC, dated November 21,
2001, filed November 26, 2001 in O.R. Book 11223, Page 1103 Public
Records of HILLSBOROUGH County, Florida over, under and across the following
described property;

 

Parcel 6 of Tampa Gateway Park Plat Book 91, Page 88,
Public Records of HILLSBOROUGH County, Florida.

 

Parcel III:

 

Easements for the benefit of Parcel I (Tract “A”)
as noted in Declaration of Covenants, Conditions and Restrictions for Tampa
Gateway Park, recorded in O.R. Book 10072, Page 1780 but limited to:

 

a)   Easement for Common Area as described in Article 1 (b) and
Article III- Common Area, Section 2: Owner’s Rights

b)   Perpetual, non-exclusive easement for stormwater
drainage and retention in and to the ponds located on Tract A as noted in O.R.
Book 10072, Page 1792.

 

 

A-28

 

	
   

  	
  3.197 Vero Beach. FL

  
	
   

  	
  8909
  20th Street

  
	
   

  	
  Vero
  Beach, FL 32966

  
	
   

  	
  (TCA
  Site No. 197)

  

 

Legal Description

 

Lot 1, Travel Centers of America Subdivision,
according to the map or Plat thereof, filed in Plat Book 16, Page 12,
Public Records of Indian River County, Florida.

 

 

A-29

 

	
   

  	
  3.053 Wildwood, FL

  
	
   

  	
  556
  St. Rt. 44

  
	
   

  	
  P.O. Box
  1017

  
	
   

  	
  Wildwood,
  FL 34785

  
	
   

  	
  (TCA
  Site No. 53)

  

 

Legal Description

 

COMMENCING AT THE
SOUTHEAST CORNER OF SECTION 34, TOWNSHIP 18 SOUTH, RANGE 22 EAST; THENCE
SOUTH 89°28’30” WEST ALONG SECTION LINE 2647.34 FEET TO THE SOUTHWEST CORNER OF
THE SOUTHEAST 1/4 OF SAID SECTION; THENCE NORTH 0°31’30” WEST 1320.00 FEET FOR
THE POINT OF BEGINNING; THENCE NORTH 89°28’30” EAST 605.99 FEET TO THE WESTERLY
RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY NO. 75; THENCE SOUTH 6°01’45” WEST
ALONG SAID WESTERLY RIGHT-OF-WAY LINE, 691.45 FEET; THENCE SOUTH 47°18’12” WEST
ALONG SAID WESTERLY RIGHT-OF-WAY LINE 142.78 FEET TO THE NORTHERLY RIGHT-OF-WAY
LINE OF STATE ROAD NO. 44, SAID POINT BEING THE INTERSECTION OF THE
WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY NO. 75 AND THE NORTHERLY
RIGHT-OF-WAY LINE OF STATE ROAD NO. 44; THENCE NORTH 71°16’15” WEST ALONG SAID
NORTHERLY RIGHT-OF-WAY LINE 705.72 FEET; THENCE NORTH 0°31’30” WEST 550.08
FEET; THENCE NORTH 89°28’30” EAST 245.00 FEET TO THE POINT OF BEGINNING; ALL
BEING IN SECTION 34, TOWNSHIP 18 SOUTH, RANGE 22 EAST, ALL LYING AND BEING
IN SUMTER COUNTY, FLORIDA.

 

EXCEPT ROAD
RIGHT-OF-WAY FOR STATE ROAD NO. 44, IF ANY; AND

 

EXCEPT ANY ROAD
RIGHT-OF-WAY FOR INTERSTATE HIGHWAY NO. 75, IF ANY.

 

COMMENCING AT THE
SOUTHEAST CORNER OF SECTION 34, TOWNSHIP 18 SOUTH, RANGE 22 EAST; THENCE
SOUTH 89°28’30” WEST, ALONG SECTION LINE, 2647.34 FEET TO THE SOUTHWEST
CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION; THENCE NORTH 0°31’30” WEST,
1320.00 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 89°28’30” EAST, 605.99
FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF INTERSTATE HIGHWAY NO. 75; THENCE
NORTH 6°01’45” EAST, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, 364.12 FEET; THENCE
NORTH 2°58’15” WEST, ALONG SAID WESTERLY RIGHT-OF-WAY LINE 171.60 FEET TO A
POINT ON THE EASTERLY PROJECTION OF THE SOUTH BOUNDARY OF A BORROW PIT; THENCE
SOUTH 87°02’27” WEST ALONG SAID EASTERLY PROJECTION 300.00 FEET TO THE
SOUTHEAST CORNER OF SAID BORROW PIT; THENCE SOUTH 87°02’27” WEST ALONG SAID
SOUTH BOUNDARY 586.03 FEET; THENCE SOUTH 0°31’30” EAST, 495.56 FEET; THENCE
NORTH 89°28’30” EAST, 245.00 FEET TO THE POINT OF BEGINNING;

 

EXCEPT ALL ROAD
RIGHTS OF WAY. 

 

ALSO DESCRIBED AS
FOLLOWS:

 

THAT PART OF THE WEST 1/2 OF THE
SOUTHEAST 1/4 AND THAT PART OF THE EAST 1/2 OF THE SOUTHWEST 1/4 OF SECTION 34,
TOWNSHIP 18 SOUTH, RANGE 22 EAST IN SUMTER COUNTY, FLORIDA, BOUNDED AND
DESCRIBED AS FOLLOWS:

 

FROM THE SOUTHEAST
CORNER OF SAID SECTION 34, RUN SOUTH 89°28’30” WEST ALONG THE SOUTH LINE
THEREOF 2647.34 FEET TO THE SOUTHWEST CORNER OF SAID SOUTHEAST 1/4; THENCE
NORTH 0°31’30” WEST 1320 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION;
FROM SAID POINT OF BEGINNING, RUN NORTH 89°28’30” EAST, 605.99 FEET TO THE
WESTERLY LINE OF THE RIGHT OF WAY OF INTERSTATE HIGHWAY NO. 75; THENCE SOUTH
06°01’45” WEST ALONG THE WESTERLY LINE OF SAID RIGHT OF WAY 691.45 FEET; THENCE
SOUTH 47°18’12” WEST ALONG THE WESTERLY LINE OF SAID RIGHT OF WAY 142.78 FEET
TO THE NORTHERLY LINE OF THE RIGHT OF WAY OF STATE ROAD NO. 44; THENCE NORTH
71°16’15” WEST ALONG THE NORTHERLY LINE OF SAID

 

1

 

RIGHT OF WAY 705.72
FEET; THENCE NORTH 0°31’30” WEST, 550.08 FEET; THENCE NORTH 89°28’30” EAST 245
FEET TO THE POINT OF BEGINNING.

 

ALSO:

 

THAT PART OF THE
WEST 1/2 OF THE SOUTHEAST 1/4 AND THAT PART OF THE EAST 1/2 OF THE
SOUTHWEST 1/4 OF SECTION 34, TOWNSHIP 18 SOUTH, RANGE 22 EAST, IN
SUMTER COUNTY, FLORIDA BOUNDED AND DESCRIBED AS FOLLOWS: FROM THE SOUTHEAST
CORNER OF SAID SECTION 34, RUN SOUTH 89°28’30” WEST ALONG THE SOUTH LINE
THEREOF, 2647.34 FEET TO THE SOUTHWEST CORNER OF SAID SOUTHEAST 1/4; THENCE
NORTH 0°31’30” WEST 1320 FEET TO THE POINT OF BEGINNING OF THIS DESCRIPTION; FROM
SAID POINT OF BEGINNING, RUN NORTH 89°28’30” EAST, 605.99 FEET TO THE WESTERLY LINE OF THE RIGHT OF WAY OF INTERSTATE
HIGHWAY NO. 75; THENCE NORTH 06°01’45” EAST ALONG THE WESTERLY LINE OF SAID
RIGHT OF WAY 364.12 FEET; THENCE NORTH 02°58’15” WEST ALONG THE WESTERLY LINE
OF SAID RIGHT OF WAY 171.6 FEET TO A POINT ON THE EASTERLY PROJECTION OF THE
SOUTH BOUNDARY OF A BORROW PIT; THENCE SOUTH 87°02’27” WEST ALONG SAID EASTERLY
PROJECTION AND ALONG SAID SOUTH BOUNDARY 886.03 FEET; THENCE SOUTH 0°31’30”
EAST 495.56 FEET; THENCE NORTH 89°28’30” EAST 245 FEET TO THE POINT OF
BEGINNING.

 

2

 

A-30

 

	
   

  	
  3.004 Brunswick, GA

  
	
   

  	
  2995
  US Highway 17 South

  
	
   

  	
  Brunswick,
  GA 31525 

  
	
   

  	
  (TCA
  Site No. 4)

  

 

Legal Description

 

ALL THAT CERTAIN LOT,
TRACT OR PARCEL OF LAND SITUATE, LYING AND BEING IN GEORGIA MILITIA DISTRICT
27, GLYNN COUNTY GEORGIA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT A
CONCRETE MONUMENT FOUND AT THE INTERESECTION OF THE SOUTHERN RIGHT-OF-WAY
OF U.S.  HIGHWAY NO. 17 AND THE WESTERN RIGHT-OF-WAY OF
INTERESTATE 95 - RAMP “M”, PROCEED ALONG SAID RAMP RIGHT-OF-WAY SOUTH 21
DEGREES 26 MINUTES 31 SECONDS EAST FOR A DISTANCE OF 302.46 FEET TO A CONCRETE
MONUMENT FOUND, THENCE CONTINUING ALONG SAID RAMP RIGHT-OF-WAY SOUTH 00 DEGREES
42 SECONDS WEST FOR A DISTANCE OF 144.27 FEET TO A CONCRETE MONUMENT FOUND,
THENCE SOUTH 63 DEGREES 57 MINUTES 27 SECONDS WEST FOR A DISTANCE OF 317.16
FEET TO A CONCRETE MONUMENT FOUND, THENCE PROCEED SOUTH 13 DEGREES 12 MINUTES
21 SECONDS EAST FOR A DISTANCE OF 800.86 FEET TO A CONCRETE MONUMENT FOUND,
THENCE SOUTH 14 DEGREES 37 MINUTES 37 SECONDS WEST FOR A DISTANCE OF 86.09 FEET
TO A CONCRETE MONUMENT FOUND,
THENCE SOUTH 27 DEGREES 23 MINUTES 47 SECONDS WEST FOR A DISTANCE OF 500.10
FEET TO A CONCRETE MONUMENT FOUND,
THENCE SOUTH 28 DEGREES 32 MINUTES 12 SECONDS WEST FOR A DISTANCE OF 399.80
FEET TO A CONCRETE MONUMENT FOUND, THENCE
SOUTH 28 DEGREES 32 MINUTES 32 SECONDS WEST FOR A DISTANCE OF 599.99 FEET TO A
CONCRETE MONUMENT FOUND, THENCE NORTH 61 DEGREES 30 MINUTES 00 SECONDS WEST FOR
A DISTANCE OF 19.15 FEET TO A CONCRETE MONUMENT FOUND, THENCE NORTH 1 DEGREE 22
MINUTES 09 SECONDS EAST FOR A DISTANCE OF 612.80 FEET TO A CONCRETE MONUMENT
FOUND, THENCE NORTH 33 DEGREES 21 MINUTES 51 SECONDS EAST FOR A DISTANCE OF
983.50 FEET TO A CONCRETE MONUMENT FOUND, THENCE NORTH 33 DEGREES 21 MINUTES 51
SECONDS EAST FOR A DISTANCE OF 140.00 FEET TO AN IRON PIN SET, THENCE NORTH 12
DEGREES 08 MINUTES 47 SECONDS WEST FOR A DISTANCE OF 534.38 FEET TO AN IRON PIN
SET, THENCE NORTH 84 DEGREES 08 MINUTES 14 SECONDS WEST FOR A DISTANCE OF
236.69 FEET TO AN IRON PIN SET, THENCE SOUTH 71 DEGREES 52 MINUTES 00 SECONDS
WEST FOR A DISTANCE OF 255.71 FEET TO AN IRON PIN SET, THENCE NORTH 66 DEGREES 41 MINUTES 30 SECONDS WEST FOR A
DISTANCE OF 469.36 FEET TO AN IRON PIN SET, SAID MONUMENT BEING LOCATED ON THE EASTERN LINE OF DUNGENESS DRIVE,
A 100 FOOT WIDE PRIVATE EASEMENT, THENCE ALONG SAID EASTERN LINE OF DUNGENESS
DRIVE NORTH 24 DEGREES 59 MINUTES 00 SECONDS EAST FOR A DISTANCE OF 964.87 FEET
TO A CONCRETE MONUMENT FOUND, SAID MONUMENT BEING LOCATED AT INTERSECTION OF
THE SAID EASTERN LINE OF DUNGENESS DRIVE AND THE SOUTHERN RIGHT-OF-WAY OF U.S.
HIGHWAY NO. 17, THENCE PROCEED ALONG SAID RIGHT-OF-WAY OF U.S. HIGHWAY NO. 17
SOUTH 64 DEGREES 57 SECONDS 28 SECONDS EAST FOR A DISTANCE OF 413.63 FEET TO A CONCRETE
MONUMENT FOUND, THENCE CONTINUING ALONG SAID RIGHT-OF-WAU OF U.S. HIGHWAY NO.
17 SOUTH 64 DEGREES 57 MINUTES 28 SECONDS EAST FOR A DISTANCE OF 382.77 FEET TO
A CONCRETE MONUMENT FOUND AND THE TRUE POINT OF BEGINNING.

 

1

 

Also being insured as
follows:

 

Also encumbering the
following described land to the extent not included in the aforedescribed land:

 

All
of those certain tracts or parcels of land situate, lying, and being the 27th
G.M.D. in Glynn County, Georgia and being a tract of 16.02 acres and tract of
7.87 acres lying together and forming one tract of land described and
identified according to the plat of survey by COMINE COASTAL SURVEYING, INC.
entitled “A boundary survey for TRUCKSTOP’S INCORPORATED OF AMERICA, a portion
the S.W. quadrant of the
intersection of U.S. Highway 17 and Interstate 95 G.M.D. 27, Glynn County,
Georgia, December 10, 1976, Scale 1” = 100’.” Reference is hereby made to
said plat for the purpose of establishing the location, boundaries and
dimensions of the tracts hereby conveyed, which are more particularly described
as follows, to—wit:

 

To
find the beginning point commence at the point of intersection of the
centerline of U.S.  Highway No. 17 with the
centerline of I-95 and run N 64°01’ W 1,745.77 feet to a point; thence run S 24°59’W 150
feet to a point thence run S 65°01’ E 50 feet to a concrete monument marking the
northwest corner of said 16.02 acre tract and the BEGINNING POINT; and from
said beginning point running thence  on the following stated courses for the following
stated distances:

 

S 65°01’ E for 413.63 feet; S 13°11’ E for 1,548.00 feet to a concrete monument; S 14°37’30”
W for 86.09 feet to a concrete R/W monument; S 27°23’06” W for 500.04 feet to a
concrete R/W monument; S 28°29’56” W for 399.80 feet to a concrete R/W
monument; S 28°29’56” W for 600.05 feet to a concrete R/W monument; N 61°30’04”
W for
20.00 feet to a concrete monument; N 01°22’09” E
for 612.80 feet to a concrete monument;
N 33°21’51” E for 983.50 feet to a concrete
monument; N 33°21’51” E for 140.00 feet to
a concrete monument; N 12°08’47” W for 534.38 feet to a concrete monument N 84°08’14”
W for 236.69 feet to a concrete monument; S 71°52’ W for 255.71 feet to a
concrete monument; N 66°41’30” W for 469.36 feet to a concrete monument; N
24°59’ E for 965.34 feet to the BEGINNING POINT.

 

2

 

Also included are the
following rights:

 

1.     The
non-exclusive right to use the lake adjacent to the above conveyed premises in
a reasonable manner for recreational purposes, subject to prudent rules and
regulations promulgated by The 17—95 Corporation (a Georgia corporation which
conveyed the above described property to Lessor and which hereinafter is
referred to as “Lessor’s Grantor”) from time to time. Such Lessor’s Grantor has
not guaranteed, however, the maintenance of any water level in said lake.

 

2.     The
non-exclusive right of surface drainage from the described premises into said
lake.

 

3.     The non—exclusive
right of ingress through, over, on and across  the one hundred (100) foot road
which borders the premises above described on the westerly side as shown on
said Conine survey.

 

All
that certain lot, tract or parcel of land situate, lying and being in Glynn
County, Georgia, in the 27th District, G.M. therein, described and identified
according to a plat of survey made by James L. Conine, Georgia Registered
Surveyor No.1545, dated May 27, 1980 a copy of said plat being attached
hereto as Exhibit “A” and made a part hereof, as follows, to-wit:
BEGINNING at a point where the southern line of U.S. Highway No. 17, a 300
foot right-of-way, is intersected by the western entrance ramp to Interstate Highway
No. 95, and from said beginning point run thence South 21 degrees 30
minutes East for a distance of 302.23 feet to a concrete monument; thence run
South 00 degrees 42 minutes 46 seconds West for a distances of 144.27 feet to a
concrete monument; thence run South 63 degrees 45 minutes West  for
a distance of 317.57 feet to a concrete monument; thence run North 13 degrees
11 minutes West for a distance at 746.8 feet to a concrete monument located on
the southern line of U.S. Highway No. 17; thence run South 65 degrees 01
minutes East along said line of said Highway No. 17, for a distance of
382.15 feet to the point or place of beginning.

 

3

 

A-31

 

	
   

  	
  3.146
  Cartersville, GA

  
	
   

  	
  981
  Cassville-White Road

  
	
   

  	
  Cartersville,
  GA 30121

  
	
   

  	
  (TCA
  Site No. 146)

  

 

Legal Description

 

All
that tract or parcel of land lying and being in Land Lot 190 of the 5th
District, 3rd Section, Bartow County, Georgia, being more particularly
described as follows:

 

BEGINNING
at a 5/8 inch rebar set at the intersection of the north right of way of
Casseville-White Road (150 foot right of way) and the westerly right of way of
Five Forks Road (variable right of way); thence along a curve to the left
having a radius of 2944.79 feet and an arc length of 290.99 feet, being
subtended by a chord of north 86 degrees 11 minutes 58 seconds west along the
right of way of Cassville-White Road (150 foot right of way) for a distance of
290.87 feet to a point; run thence north 88 degrees 55 minutes 19 seconds west
continuing along said right of way, for a distance of 201.94 feet to a 1/2 inch
rebar set; thence leaving said right of way north 00 degrees 50 minutes 56
seconds east along the right of way of proposed Kent Road (60 foot right of
way), for a distance of 53.15 feet to a point; thence along a curve to the left
having a radius of 134.50 feet and an arc length of 105.63 feet, being
subtended by a chord of north 21 degrees 39 minutes 01 seconds west along said
right of way for a distance of 102.94 feet to a point; thence north 44 degrees
08 minutes 57 seconds west along said right of way, for a distance 518.25 feet
to a point; thence north 32 degrees 53 minutes 34 seconds west along said right
of way, for a distance of 259.03 feet to a 1/2 inch rebar set; thence north 02
degrees 11 minutes 01 seconds east for a distance of 705.60 feet to a 1/2 inch
rebar found; thence south 56 degrees 00 minutes 00 seconds east a distance of
154.04 feet to a point; thence south 84 degrees 00 minutes 00 seconds east a
distance of 131.28 feet to a point; thence south 70 degrees 00 minutes 00
seconds east a distance of 105.56 feet to a point; thence south 74 degrees 29
minutes 00 seconds east a distance of 110.27 feet to a 1/2 inch rebar set;
thence south 33 degrees 08 minutes 04 seconds east a distance of 694.53 feet to
a 1/2 inch rebar set; thence north 90 degrees 00 minutes 00 seconds east a
distance of 216.21 feet to 1/2 inch rebar set on the westerly right of way of
Five Forks Road (variable right of way); thence south 07 degrees 57 minutes 35
seconds east along said right of way for a distance of 70.99 feet to a point;
thence south 06 degrees 35 minutes 37 seconds east along said right of way for
a distance of 112.63 feet to a point; thence south 04 degrees 45 minutes 39
seconds east along said right of way for a distance of 106.82 feet to a point;
thence south 02 degrees 44 minutes 29 seconds east along said right of way for
a distance of 79.11 feet to a 1/2 inch rebar set; thence north 88 degrees 32
minutes 07 seconds west along said right of way for a distance of 44.89 feet to
a 1/2 inch rebar set; thence south 01 degrees 21 minutes 14 seconds west along
said right of way for a distance of 200.01 feet to a 1/2 inch rebar set; thence
south 15 degrees 12 minutes 09 seconds west along said right of way for a
distance of 112.61 feet to a 1/2 inch rebar and the POINT OF BEGINNING.
Containing 21.442 acres.

 

LESS
AND EXCEPT All that tract or parcel of land lying and being in Land Lot 190 of
the 5th District, 3rd Section, Bartow County, Georgia as conveyed by virtue of
that certain Limited Warranty Deed recorded on February 27, 1998 at Deed
Book 1097, Page 126 and being more particularly described as follows:

 

Commence
at a 5/8 inch rebar located at the intersection of the North Right-of-Way of
Cassville-White Road and the Westerly Right-of-Way of Five Forks Road; thence
along a curve to the left having a radius of 2944.79 feet and an arc length of
290.99 feet, being subtended by a chord of

 

 

North
86 degrees 11 minutes 58 seconds West along the Right-of-Way of Cassville-White
Road, for a distance of 290.87 feet to a 5/8 inch rebar; thence North 88
degrees 55 minutes 19 seconds West continuing along said Right-of-Way, for a
distance of 201.94 feet to an iron pin set and the TRUE POINT OF BEGINNING;
thence North 88 degrees 55 minutes 19 seconds West, for a distance of 107.07
feet to an 1/2 inch rebar found; thence North 02 degrees 09 minutes 10 seconds
East, for a distance of 210.77 feet to an iron pin set; thence South 44 degrees
06 minutes 57 seconds East, for a distance of 88.94 feet to an iron pin set;
thence along a curve to the right having a radius of 134.50 feet and an arc
length of 105.63 feet, being subtended by a chord of South 21 degrees 39
minutes 01 second East, for a distance of 102.94 feet to a point; thence South
00 degrees 50 minutes 56 seconds West, for a distance of 53.15 feet to an iron
pin at the TRUE POINT OF BEGINNING.

 

Access
Rights in Book 1104, Page 583.

 

 

A-32

 

	
   

  	
  3.156 Commerce, GA

  
	
   

  	
  30732
  Highway 441 South 

  
	
   

  	
  P.O.
  Box 478

  
	
   

  	
  Commerce,
  GA 30529 

  
	
   

  	
  (TCA
  Site No. 156)

  

 

Legal Description

 

All that tract or parcel of land lying and
being in the 208th G.M. District, Banks County, Georgia,
containing 13.403 acres or 583,833 square feet and being more particularly
described as follows:

 

BEGINNING at a concrete right of way marker at
the intersection of the southeastern right of way of Interstate Highway 85
(right of way 127.13 feet off centerline of Ramp “C”) with the southwestern
right of way of U.S. Highway 441 (right of way 75 feet off centerline); thence
south 21 degrees 44 minutes 13 seconds east a distance of 669.90 feet along the
southwestern right of way of U.S. Highway 441 to an iron pin (right of way 75
feet off centerline); thence south 05 degrees 03 minutes 44 seconds east a
distance of 17.40 feet along said southwestern right of way to an iron pin
(right of way 80 feet off centerline); thence south 21 degrees 45 minutes 41
seconds east a distance of 37.70 feet-along said right of way to the point of
intersection of the said southwestern right of way with the centerline of
Crooked Creek (right of way 80 feet off centerline); thence north 89 degrees 07
minutes 26 seconds west a distance of 61.01 feet along the centerline of
Crooked Creek to a point; thence south 76 degrees 54 minutes 32 seconds west a
distance of 45.15 feet along said centerline to a point; thence south 75
degrees 24 minutes 57 seconds west a distance of 106.74 feet along said centerline
to a point; thence south 82 degrees 43 minutes 35 seconds west a distance of
95.47 feet along said centerline to a point; thence south 80 degrees 48 minutes
22 seconds west a distance of 97.99 feet along said  centerline to
a point; thence north 62 degrees 20 minutes 47 seconds west a distance of 72.43
feet along said centerline to a point; thence north 83 degrees 29 minutes 18
seconds west a distance of 67.94 feet along said centerline to a point; thence
north 75 degrees 45 minutes 44 seconds west a distance of 94.79 feet along the
centerline of said Crooked Creek to a point; thence north 80 degrees 57 minutes
06 seconds west a distance of 118.10 feet along said centerline to a point;
thence north 73 degrees 17 minutes 02 seconds west a distance of 86.77 feet
along said centerline to a point; thence north 67 degrees 46 minutes 19 seconds
west a distance of 52.24 feet along said centerline to a point; thence north 14
degrees 32 minutes 06 seconds west a distance of 40.03 feet along said
centerline to a point; thence north 02 degrees 23 minutes 20 seconds west a
distance of 25.07 feet along said centerline to a point; thence north 15
degrees 26 minutes 20 seconds east a distance of 61.99 feet along said
centerline to a point; thence north 15 degrees 25 minutes 02 seconds west a
distance of 38.45 feet along said centerline to a point; thence north 59 degrees
30 minutes 06 seconds west a distance of 54.01 feet along said centerline to a
point; thence north 56 degrees 03 minutes 20 seconds west a distance of 43.18
feet along said centerline to a point; thence south 88 degrees 46 minutes 42
seconds west a distance of 43.93 feet along said centerline to a point; thence
north 52 degrees 12 minutes 48 seconds west a distance of 31.91 feet along said
centerline to a point; thence north 25 degrees 22 minutes 46 seconds west a
distance of 56.42 feet along said centerline to a point; thence north 51
degrees 25 minutes 59 seconds west a distance of 36.41 feet along said
centerline to a point; thence north 79 degrees 07 minutes 12 seconds west a
distance of 39.90 feet along said centerline to a point; thence south 56
degrees 51 minutes 28 seconds west a distance of 33.99 feet along said centerline
to a point; thence north 76 degrees 56 minutes 54 seconds west a distance of
53.92 feet along said centerline to a point; thence north 71 degrees 35 minutes
59 seconds west a distance of 2.90 feet along said centerline to a point in the
center of said Crooked Creek, which point is south 38 degrees 42 minutes 01
seconds east 19.23 feet from an iron pin; thence north 38 degrees 42 minutes 01
seconds east a distance of 270.89 feet; leaving said creek to an iron pin on
the 

 

1

 

southeastern right of
way of Interstate Highway 85 (right of way 82 feet off centerline of Ramp “C”);
thence along a curve to the right having a radius of 1063.92 feet and an arc
length of 180.31 feet, being subtended by a chord of north 76 degrees 03
minutes 23 seconds east a distance of 180.10 feet along the southeastern right
of way of Interstate Highway 85 to a concrete right of way marker right of way
82 feet off centerline of Ramp “C”); thence north 80 degrees 56 minutes 04
seconds east a distance of 520.96 feet along said southeastern right of way to
a concrete right of way marker (right of way 82 feet off centerline of Ramp
“C”); thence south 67 degrees 58 minutes 16 seconds east a distance of 87.38
feet along said southeastern right of way to a concrete right of way marker and
THE POINT OF BEGINNING.

 

2

 

A-33

 

	
   

  	
  3.037 Atlanta, GA

  
	
   

  	
  4215 Thurman Road

  
	
   

  	
  Conley, GA 30288

  
	
   

  	
  (TCA Site No. 37 -
  Atlanta)

  

 

Legal Description

 

ALL THAT TRACT or
parcel of land lying and being in Land Lots 15, 16, 17, and 18 of the 15th Land
District of DeKalb County, Georgia, and being more particularly described as
follows:

 

COMMENCE at the point
formed by the intersection of the southwesterly right-of-way line of Old
McDonough Road (having an 80’ right-of-way at this point) and the northwesterly
right-of-way line of Thurman Road (a/k/a State Route 160) (having a 100 right-of-way);
thence travel south 32°06’00” west along the northwesterly right-of-way line of
Thurman Road a distance of 180.00’ to an iron pin found and the POINT OF BEGINNING;
from the POINT OF BEGINNING as thus established, continue along said
right-of-way line south 32°06’00” west a distance of 599.78’ to an iron pin
found; thence depart said right-of-way line and travel south 88°52’14” west a
distance of 147.00’ to an iron pin found; thence travel north 23°24’50” west a
distance of 212.04’ to an iron pin found; thence travel north 24°29’34” west a
distance of 51.37’ to an iron pin found; thence travel north 11°02’32” east a
distance of 10.50’ to an iron pin found; thence travel north 76°33’42” west a
distance of 100.00’ to an iron pin found; thence travel south 11°02’30” west a
distance of 100.00’ to an iron pin found; thence travel north 76°33’03” west a
distance of 60.00’ to a ‘PK’ nail and cap set in asphalt; thence travel south
43°52’14” west a distance of 277.37’ to an iron pin found; thence travel south
88°52’14” west a distance of 96.96’ to an iron pin found located on the east
line of a proposed 60’ right-of-way known as Transport City Court; thence
travel along said proposed right-of-way line in a northerly direction following
the curvature to the left an arc distance of 166.87’ to an iron pin set, said
arc having a radius of 364.97’ and subtending a chord bearing north 03°02’47”
west for a distance of 165.42’; thence continue along said proposed
right-of-way line north 16°08’40” west a distance of 35.00’ to an iron pin set
on the northeasterly right-of-way line of Transport City Court (having a 60’
right-of-way); thence travel along said right-of-way line north 16°08’40” west
a distance of 293.77’ to an iron pin set; thence continue along said
right-of-way line in a northeasterly direction following the curvature to the
right an arc distance of 28.07’ to an iron pin set on the southeasterly
right-of-way line of Transport City Drive (having a 60’ right-of-way), said arc
having a radius of 20.00’ and subtending a chord bearing north 24°3’55” cast
for a distance of 25.82’; thence travel along the southeasterly right-of-way
line of Transport City Drive northeasterly following the curvature to the left
an arc distance of 140.90’ to an iron pin set; said arc having a radius of
340.00’ and subtending a chord bearing north 52°24’14” east for a distance of
139.86’; thence continue along said right-of-way line north 40°31’57” east a
distance of 739.04’ to an iron pin set; thence continue along said right-of-way
in a northeasterly direction following the curvature to the right an arc
distance of 27.26’ to an iron pin set on the southwesterly right-of-way line of
Old McDonough Road (having a 55’ right-of-way), said arc having a radius of 20.00’
and subtending a chord bearing north 79°34’48” east for a distance of 25.20’;
thence travel along said right-of-way line south 61°22’21” east a distance of
52.47’ to an iron pin set; thence continue along said right-of-way line in a
southeasterly direction following the curvature to the right an arc distance of
143.23’ to an iron pin set, said arc having a radius of 689.02’ and subtending
a chord bearing south 55°25’12” east for a distance of 142.97’; thence continue
along said right-of-way line south 49°28’03” east a distance of 377.38’ to an
iron pin found; thence depart said right-of-way line and travel south 40°31’57”
west a distance of 231.84’ to an iron pin found;

 

1

 

thence travel south
57°54’00” east a distance of 211.84’ to an iron pin set; thence travel in a
northeasterly direction following the curvature to the left an arc distance of 31.42’
to an iron pin found on the northwesterly right-of-way line of
Thurman Road (a/k/a State Route 160) (having a 100’ right-of-way) and the POINT
OF BEGINNING, said are having a radius of 20.00’ and subtending a chord bearing
north 77°06’04” east for a distance of 28.28’.

 

Shown as 773,977
square feet or 17.7681 acres on ALTA/ACSM Land Title Survey for Paul, Weiss,
Rifkind, Wharton & Carrison and First America Title Insurance Company, prepared
by International Land Surveying, Inc., bearing the seal and certification of
Michael F. Lawler, Georgia Registered Land Surveyor No. 1945, dated September 6,
1993, last revised December 8, 1993.

 

TOGETHER WITH rights
arising under Conveyance of Drainage Easement from Waffle House, Inc., to
Industrial Services, Ltd., a Georgia limited partnership, dated May 14, 1979,
filed for record May 15, 1979 at 1:39 p.m., recorded in Deed Book 4041, Page
166, Records of DeKalb County, Georgia.

 

TOGETHER WITH all of
the rights arising under that Sanitary Sewer Easement from Ventures Limited to
Industrial Services, Ltd., dated October 11, 1976, and recorded in Deed Book
3573, beginning at Page 204, aforesaid records.

 

TOGETHER WITH rights
arising under that Agreement between Industrial Services, Ltd., and Ventures
Limited dated October 19, 1973, and recorded in Deed Book 3573, beginning at
page 196,
aforesaid records.

 

2

 

Being
the same as:

 

ALL
THAT TRACT OR PARCEL OF LAND (thereinafter referred to as the “Land”) lying and
being in Land Lots 15, 16, 17 and 18 of this 15th District of Dekalb County,
Georgia, and being more particularly described as follows:

 

BEGINNING
AT A POINT on this northwest line of the right-of-way of Thurman Road, a/k/a
Georgia Highway No. 160 a 100-foot right-of-way) a distance of 180.0 feet
southwesterly as measured along the northwest line of said right-of-way of
Thurman Road from the point formed by the intersection of the northwest line of
said right-of-way of Thurman Road with the southwest line of the right-of-way
of Old McDonough Road (an 80-foot right-of-way at that point); and running
thence south 32 degrees 06 minutes 00 seconds west along the northwest line of
said right-of-way of Thurman Road a distance of 599.78 feet to a point; running
thence south ILLEGIBLE degrees 52 minutes ILLEGIBLE seconds west a distance of 147.0 feet to a point;
running thence north 23 degrees 24 minutes 50 seconds west a distance of 212.04
feet to a point; running thence north 24 degrees 29 minutes 34 seconds west a
distance of 51.37 feet to a point; running thence north 21 degrees 02 minutes
32 seconds east a distance of 10.50 feet to a point; running thence north 76
degrees 33 minutes 42 seconds west a distance of 100.0 feet to a point; running
thence south 11 degrees 02 minutes 20 seconds west a distance of 100.0 feet to
a point; running thence north 76 degrees 33 minutes 03 seconds west a distance
of 60.0 feet to a point; running thence south 43 degrees 52 minutes 14 seconds
west a distance of 277.37 feet to a point; running thence south 98 degrees 52
minutes 14 seconds west a distance of ILLEGIBLE feet
to a point located on the east line of a proposed 60-foot right-of-way known as
Transport City Circle; running thence in a northerly direction along the east
line of said proposed right-of-way of Transport City Circle, and following the
curvature thereof, a distance of 166.87 feet to a point (said line forming the
arc of a curve to the left having a chord of 155.42 feet as measured along a
bearing of north 03 degrees 02 minutes 47 seconds west; running thence north 16
degrees 08 minutes 40 seconds west along the east line of said proposed
right-of-way of Transport City Circle a distance of 328.77 feet to a point;
running thence in a northeasterly direction along the next line of said
proposed right-of-way of Transport City Circle, and following the curvature
thereof, a distance of 29.07 feet to a point (said line forming the arc of a
curve to the right having a chord of 25.07 feet as measured along a bearing of
north 24 degrees 03 minutes 55 seconds east); running thence in a northeasterly
direction along the southeast line of a proposed 60-foot right-of-way known as
Transport City Drive, and following the curvature thereof, a distance of 140.70
feet to a point (said line forming the arc of a curve to the left having a
chord of 139.89 feet as measured along a bearing of north 52 degrees 24 minutes
14 seconds east); running thence north 40 degrees 31 minutes 57 seconds east
along the southeast line of said proposed right-of-way of Transport City Drive
a distance of 739.04 feet to a point; running thence in an easterly direction
along the southeast line of said proposed right-of-way of Transport City Drive,
and following the curvature thereof, a distance of 27.26 feet to a point
located on the southwest line of said right-of-way of Old McDonough Road (a
55-foot right-of-way at that point) (said line forming the arc of a curve to
the right having a chord of 25.20 feet as measured along a bearing of north 79
degrees 34 minutes 48 seconds east); running thence south 61 degrees 22 minutes
11 seconds west along the southwest line of said right-of-way of Old McDonough
Road a distance of 52.47 feet to a point; running thence in a southeasterly
direction along the southwest line of said right-of-way of Old McDonough Road,
and following the curvature thereof, a distance of 143.23 feet to a point (said

 

3

 

line
forming the arc of a curve to the right having a chord of 142.97 feet as
measured along a bearing of south 33 degrees 25 minutes 12 seconds east),
running thence south 49 degrees 28 minutes 03 seconds east along the southwest
line of said right-of-way of Old McDonough Road a distance of 377.31 feet to a
point; running thence south 60 degrees 31 minutes 57 seconds west a distance of
291.54 feet to a point; running thence south 37 degrees 34 minutes 00 seconds
east a distance of 211.14 feet to a point; running thence in an easterly
direction along the arc of a curve to the left a distance of 31.42 feet to the
POINT OF BEGINNING (said arc having a chord of 20.31 feet as measured along a
bearing of north 17 degrees 06 seconds east); said property being designated as
the “Proposed Service Center” and shown as containing 17.760 acres on the plat
of survey, to which reference is ILLEGIBLE for
all purposes, prepared for Industrial Services, Ltd. and MONY Mortgage
Investors by John J. Barte Associates, Inc., bearing the certification of
Michael F. Lawler, Georgia Registered Land Surveyor No. 1946, dated April 5,
1974, and revised September 21, 1976.

 

TOGETHER
WITH a non-exclusive easement for ingress and agrees to and form the Land by
vehicular and pedestrian traffic on, over and through the following described
property (hereinafter referred to as the “Easement Area”):

 

ALL
THAT TRACT OR PARCEL OF LAND lying and being in Land Lots 16, 17 and 18 of the
15th District of DeKalb County, Georgia, and being more particularly described
as follows:

 

TO
FIND THE POINT OF BEGINNING occurrence at the point formed by the intersection
of the northwest line of the right-of-way of Thurman Road, a/k/a Georgia
Highway No. 140 (a 100 foot right-of-way) with the southwest line of the
right-of-way of Old McDonough Road (an 80 foot right-of-way at that point) and
run thence north 49 degrees 20 minutes 03 seconds west along the southwest line
of said right-of-way of Old McDonough Road, a distance of 577.38 feet to a
point; run thence in a northwesterly direction along the southwest line of said
right-of-way of Old McDonough Road, and follow the curvature thereof, a
distance of 143.23 feet to a point (said line forming the arc of a curve to the
left having a chord of 142.97 feet as measured along a bearing of north 33
degrees 25 minutes 12 seconds west); run thence north 61 degrees 25 minutes 12
seconds west); run thence north 61 degrees 22 minutes 21 seconds west along the
southwest line of said right-of-way of Old McDonough Road, a distance of 52.47
feet to the POINT OF BEGINNING; from the TRUE POINT OF BEGINNING AS THUS
ESTABLISHED, running thence in a westerly direction along the northwest line of
the Land a distance of 27.26 feet to a point (said line forming the arc of a
curve to the left having a chord of 25.70 feet as assured along a bearing of
south 79 degrees 34 minutes 40 seconds west); running thence south 40 degrees
31 minutes 57 seconds west along the northwest line of the Land, a distance of
739.04 feet to a point; running thence in a southwesterly direction along the
northwest line of the Land, a distance of 739.04 feet to a point; running
thence in a southwesterly direction along the northwest line of Land, a
distance of 140.80 feet to a point (said line forming the arc of a curve to the
right having a chord of 138.89 feet as measured along a bearing of south 52
degrees 24 minutes 14 seconds west); running thence in a southerly direction
along the northwest line of the Land, a distance of 28.07 feet to a point (said
line forming the arc of a curve to the left having a chord of 25.82 feet as
measured along a bearing of south 24 degrees 03 minutes 55 seconds west);
running thence south 16 degrees 09 minutes 40 seconds east along the west line
of the Land, a distance of 328.77 feet to a point; running thence in a
southerly direction along the west line of the Land, a distance of 144.87 feet
to a point (said line forming the arc of a curve to the right having a chord of
165.42 as measured along a bearing of south 03 degrees 02 minutes 47 seconds
east); running thence south 68 degrees 53 minutes 24 seconds west, a distance
of 61.40 feet to a point; running thence in a northerly direction, along the
arc of a curve to the left having a chord of 149.80 feet as measured along a
bearing of north 01 degree 55 minutes 40 seconds west, a distance of 151.53
feet to a point; running thence north 16 degrees 08 minutes 40 seconds west, a
distance of 325.98 feet to a point; running thence in a northwesterly
direction, along the arc of a curve to the left having a chord of 24.66 feet as
measured along a bearing of north 57 north 56 minutes 53 seconds west, a
distance of 29.18 feet to a point; running distance thence in a westerly
direction, along the arc of a curve to the right having a chord of 52.72 feet
as measured along a bearing of south 84 degrees 41 minutes 40 seconds west, a
distance of 53.77 feet to a point; running thence south 89 degrees 08 minutes
20 seconds west, a distance of 209.33 feet to a point; running thence in a
southwesterly direction, along the arc of a curve to the left having a chord of
171.68 feet as measured along a bearing of south 43 degrees 28 minutes 24
seconds west, a distance of 191.30 feet to a point; running thence south 02
degrees 11 minutes 39 seconds east, a distance of 354.49 feet to a point;
running thence south 88 degrees 52 minutes 14 seconds west,

 

4

 

a
distance of 40.01 feet to a point, running thence north 02 degrees 11 minutes
35 seconds west, a distance of 353.32 feet to a point, running thence in a
northeasterly direction, along the arc of a curve to the right having a chord
of 257.51 feet as measured along a bearing of north 43 degrees 30 minutes 21
seconds east, a distance of 286.14 feet to a point, running thence north 89
degrees 08 minutes 26 second east, a distance of 259.39 feet to a point;
running thence in a northeasterly direction, along the arc of a curve to the
left having a chord of 230.49 feet as measured along a bearing of north 64
degrees 50 minutes 11 seconds east, a distance of 237.55 feet to a point,
running thence north 40 degrees 31 minutes 57 seconds east, a distance of
717.96 feet to a point; running thence in a northerly direction along the arc
of a curve to the left having a chord of 31. 06 feet as measured along a
bearing of north 10 degrees 25 minutes 12 seconds west, a distance of 35.57
feet to a point located on the southwest line of said right-of-way of Old
McDonough Road, running thence south 61 degrees 22 minutes 21 seconds east
along the southwest line of said right-of-way of Old McDonough Road, a distance
of 102.20 feet to the POINT OF BEGINNING, said property being designated as “TRANSPORT
CITY DRIVE - 40’ R/W (PROPOSED)” and “TRANSPORT CITY CIRCLE - 60’ R/W (PROPOSED)”
on the plat of survey, to which reference is made for all purposes, prepared
for Industrial Services, Ltd. by John J. Barte Associates Inc., bearing
the certification of Louis J. [original illegible]
Georgia Registered Land Surveyors, dated September 18, 1974 and revised November 11,
1976.

 

With
regard to the aforedescribed easement, Grantor and Grantee hereby covenant and
agree as follows:

 

(i)            Said easement shall be an appurtenance to and shall
run with the title to the Land and shall be for the benefit of the owner from
time to time of the Land and its guests, agents, employees, invitees, tenants,
mortgagees, heirs, successors and assigns;

 

(ii)           Said easement shall continue perpetually without
interruption unless and until such time as Grantor shall dedicate the Easement
Area to DeKalb County, Georgia and DeKalb County, Georgia shall accept [original illegible] for ownership and maintenance thereof
as a public right-of-way, and

 

(iii)          Unless and until such time as such dedication and
acceptance occurs, Grantor shall keep the road presently constructed over the
Easement Area open and in good repair and in a safe and sanitary condition.

 

TOGETHER
WITH non-exclusive easements for the operation, maintenance and replacement of
an existing sanitary sewer line connecting the south line of the land with the
public sewer line of Clayton County, Georgia located at the south line of Land
Lot 15 of the 15th District of DeKalb County, Georgia (said land lot line being
the north line of Land Lot 242 of the 27th District of Clayton County,
Georgia), said sewer easements being ten (10) feet wide; five (5) feet
on each side of the center line of said existing sanitary sewer line, which
center line of said existing sewer line (and thus the center line of said ten (10) foot
easements) is more particularly described as follows:

 

SANITARY
SEWER EASEMENT NO. ONE

 

ALL
THAT TRACT OF PARCEL OF LAND lying and being in Land Lots 15 and 16 of the 15th
District of DeKalb County, Georgia and being more particularly described as
follow:

 

TO
FIND THE POINT OF BEGINNING occurrences at the point formed by the intersection
of the northwest line of the right-of-way of Thurman Road, a/k/a Georgia
Highway No. 140 (a 200 foot right-of-way) with the southwest line of the
right-of-way of Old McDonough Road (a 80 foot right-of-way at that point) and
run thence south 32 degrees 06 minutes 00 seconds west along the northwest line
of said right-of-way of Thurman Road, a distance of 2,076.54 feet to the POINT
OF BEGINNING of the center line of Sanitary Sewer Easement No. One, from
the TRUE POINT OF BEGINNING AS THUS ESTABLISHED, running thence north 57
degrees 54 minutes 00 seconds west, a distance of 210.87 feet to a point,
running thence north 32 degrees 54 minutes 33 seconds east, a distance of
1,053.0 feet to a point, running thence north 90 degrees 20 minutes 03 seconds
east, a distance of 128.85 feet to a point, running thence north 31 degrees 32
minutes 58 seconds west, a distance of 54.95 feet to a point, running thence
north 23 degree 24 minutes 30 seconds west, a distance of 4.04 feet to a point
located on the south line of the Land and the POINT OF ENDING of the center
line of Sanitary Sewer Easement No.

 

5

 

[original
illegible] as shown on a plat of survey, to which reference is
[original illegible] for all purposes,
prepared for Industrial Services, Ltd. by John J. Barte Associates Inc.,
bearing the certification of Michael F. Lawler, Georgia Registered Land
Surveyor No. 1946, dated September 25, 1976 and revised October 12,
1976.

 

SANITARY
SEWER EASEMENT NO. TWO

 

ALL
THAT TRACT OR PARCEL OF LAND lying and being in Land Lot [original illegible]
of the 15th District of DeKalb County, Georgia and being more particularly
described as follows:

 

TO
FIND THE POINT OF BEGINNING commence at the point formed by the intersection of
the west line of said Land Lot [original illegible]
(being the east line of Land Lot [original illegible]
of said 15th District) with the southeast line of the right-of-way of Thurman
Road, a/k/a Georgia Highway No. 160 (a 100 foot right-of-way) and run
thence south 00 degrees [original illegible]
minutes 23 seconds west along said west line of Land Lot [original illegible],
a distance of [original illegible] feet to the
TRUE POINT OF BEGINNING of the center line of Sanitary Sewer Easement No. Two;
[original illegible] the TRUE POINT OF
BEGINNING AS THUS ESTABLISHED running thence south [original illegible]
degrees 52 minutes [original illegible]
seconds east, a distance of 131.92 feet to a point; running thence south 13
degrees 24 minutes 00 seconds east, a distance of 229.0 feet to a point;
running thence south [original illegible]
degrees 21 minutes 20 seconds west, a distance of 247.0 feet to a point;
running thence south 00 degrees 23 minutes 30 seconds east, a distance of 143.0
feet to a point; running thence south 20 degrees 21 minutes 20 seconds east, a
distance of 243.0 feet to a point; running thence south [original illegible]
degrees [original illegible] minutes 54 seconds
west, a distance of 274.0 feet to a point; running thence south 05 degrees [original illegible] minutes 20 seconds west, a distance of [original illegible] feet to a point; running thence south
29 degrees 41 minutes 40 seconds west, a distance of 30.0 feet to a point
located on the south line of said Land Lot [original illegible]
(being the north line of land Lot 242 of the 12th District of Clayton County,
Georgia) and the POINT OF ENDING of the center line of Sanitary Sewer Easement No. Two;
as shown on said plat of survey, prepared for Industrial Services, Ltd. by
John J. Barte Associates Inc., bearing the certification of Michael F. Lawler,
Georgia Registered Land Surveyor No. [original illegible],
dated September 25, 1976 and revised October 12, 1976.

 

With
regard to the aforedescribed sanitary sewer easements, Grantor and Grantee
hereby covenant and agree as follows:

 

(i)            Said sanitary sewer easements shall be appurtenances
to and shall run with the title to the Land and shall be for the benefit of the
owner from time to time of the Land and its guests, agents, employees,
invitees, tenants, mortgagees, heirs, successors and assigns;

 

(ii)           Said sanitary sewer easements shall continue
perpetually without interruption unless and until such time as Grantor shall
dedicate said sanitary sewer easements to DeKalb County, Georgia and DeKalb
County, Georgia shall accept same for ownership and maintenance thereof as a
public right-of-way; and

 

(iii)          Unless and until such time as such dedication and
acceptance occurs, Grantor shall keep said sanitary sewer lines presently
constructed in said sanitary sewer easements in good repair.

 

TOGETHER
WITH all of the right, title and interest (but not the obligations) of Grantor
under and by virtue of the following:

 

1.             Sanitary sewer
easement from Ventures Limited to Industrial Services, Ltd. dated
October 11, 1976 and recorded in Deed Book 3573, beginning at
page 204, Records of DeKalb County, Georgia.

 

2.             Agreement
between Industrial Services, Ltd. and Ventures Limited dated
October 19, 1973 and recorded in Deed Book 3573, beginning at page 196,
Records of DeKalb County, Georgia.

 

6

 

A-34

 

	
   

  	
  3.100 Atlanta South, GA

  
	
   

  	
  P.O. Box
  967

  
	
   

  	
  Jackson,
  GA 30539

  
	
   

  	
  (TCA
  Site No. 100 — Atlanta South)

  

 

Legal Description

 

All that tract or
parcel of land lying and being in Land Lot 235 of the 3rd Land District,
Butts County, Georgia, and Land Lot 234 of the 3rd Land
District, Lamar County, Georgia, being more particularly described as follows:

 

BEGINNING at a
concrete right of way monument at the intersection of the east right of way of
Interstate 75 and the south right of way of State Route 36 and the west right
of way
of Truckstop Way; thence south 62 degrees 50 minutes 11
seconds east along the westerly right of way of Truckstop Way 177.59 feet to a
point; thence continuing along the said right of way south 39 degrees 20
minutes 43 seconds east 15.26 feet to a point; thence 392.39 feet along the arc
of a curve to the left, said curve having a radius of 766.20 feet and being
subtended by a chord bearing south 53 degrees 34 minutes 38 seconds east and a
distance of 388.11 feet to a point; thence south 68 degrees 14 minutes 57
seconds east 113.35 feet to a 11⁄2 inch open top pipe at the western most right of way
of an unnamed county road; thence following the said right of way of the
unnamed county road south 01 degrees 01 minutes 00 seconds east 601.30 feet to
a point; thence south 00 degrees 34 minutes 00 seconds east 404.40 feet to a
point; thence south 08 degrees 00 minutes 00 seconds east, 485.30 feet to a
point; thence south 05 degrees 40 minutes 00 seconds east 1055.60 feet to a
point; thence north 87 degrees 05 minutes 00 seconds west 480.69 feet to a
point on the eastern right of way of Interstate 75; thence following the said
right of way the following courses: north 17 degrees 03 minutes 19 seconds west
34.44 feet to a concrete monument; north 05 degrees 40 minutes 00 seconds west
945.69 feet to a concrete monument; north 08 degrees 00 minutes 05 seconds west
484.73 feet to a concrete monument; north 00 degrees 01 minutes 11 seconds east
339.24 feet to a concrete monument; north 01 degrees 23 minutes 52 seconds west
184.22 feet to a concrete monument; north 07 degrees 51 minutes 31 seconds east
148.60 feet to a concrete monument; thence 712.95 feet along the arc of a curve
to the left, said curve having a radius of 1145.92 feet and being subtended by
a chord bearing north 08 degrees 51 minutes 40 seconds west and a distance of
701.50 feet to a concrete monument; thence north 25 degrees 33 minutes 35
seconds west 66.21 feet to a concrete monument and the POINT OF BEGINNING.

 

 

A-35

 

	
   

  	
  3.128 Lake Park, GA

  
	
   

  	
  6901 Bellville Road

  
	
   

  	
  Lake Park, GA 31636 

  
	
   

  	
  (TCA Site No. 128)

  

 

Legal
Description

 

All that tract or
parcel of land, with all buildings, structures, improvements and equipment
thereon, situated in Lowndes County, Georgia, described as follows:

 

BEGIN at a part of
Land Lots 152 and 171 in the 16th Land
District of Lowndes County, Georgia, as shown on survey dated March 10,
1962, made by William H. Branch, Jr., being more particularly described as
follows:

 

BEGINNING at a
concrete monument at the southeasterly intersection of Interstate Highway 75
and Lake Park-Bellville, Florida Road, said point being 50 feet from the
centerline of Lake Park-Bellville, Florida Road, running thence north 46
degrees 26 minutes east 227.7 feet along the southerly right of way of Lake
Park-Bellville, Florida Road to a point; thence north 47 degrees 34 minutes
east 188.9 feet along said right of way to a concrete monument; thence north 42 degrees 23
minutes west 35 feet along said right of way line to an iron pin; thence north
46 degrees 38 minute east 100 feet along said right of way to an iron pin;
thence north 43 degrees 17 minutes east 100 feet along said right of way to an
iron pin; thence north 39 degrees 17 minutes east 100 feet along said right of
way to an iron pin; thence north 33 degrees 42 minutes east 100 feet along said
right of way to a concrete monument; thence south 42 degrees 54 minutes east
494.31 feet to a concrete monument; thence south 49 degrees 57 minutes west
1050 feet to a concrete monument located in the easterly right of way line of
Interstate Highway 75; thence north 29 degrees 19 minutes west 216.83 feet
along the easterly right of way line of Interstate Highway 75 to a concrete
monument; thence north 7 degrees 51 minute east 238.55 feet along the easterly
right of way line of Interstate Highway 75 to a concrete monument and the point
of beginning.

 

 

A-36

 

	
   

  	
  3.045 Madison, GA

  
	
   

  	
  P.O. Box 592

  
	
   

  	
  Madison, GA 30650

  
	
   

  	
  (TCA Site No. 45)

  

 

Legal Description

 

All that tract or parcel of land lying and
being in the 286 GMD of Morgan County, Georgia, containing 5.300 acres and
being more particularly described as follows:

 

BEGINNING at a 1⁄2 inch
reinforcing rod situated on the northerly right of way of Pierce Dairy Road (60
foot right of way), said beginning point being located by starting at a
concrete right of way post at the northwesterly intersection of the right of
way of U.S. 441 Highway with the northerly right of way line of Pierce Dairy
Road and running thence south 47 degrees 57 minutes 40 seconds west 802.59 feet
to the point of beginning; running thence from said point of beginning south 48
degrees 14 minutes 30 seconds west 343.00 feet along the northerly right of way
line of Pierce Dairy Road to a 1⁄2 inch
reinforcing rod; thence north 14 degrees 20 minutes 01 second west 668.98 feet
along property of Carmichael to a 1⁄2
inch reinforcing rod; running thence north 62 degrees 21 minutes 38 seconds
east 434.85 feet along property of Carmichael to a 1⁄2 inch
reinforcing rod; thence south 01 degree 41 minutes 00 seconds east 617.90 feet
along property of Union Oil Company of California to a 1⁄2 inch reinforcing rod; thence south 01 degree 41 minutes 00 seconds east
13.11 feet along said right of way of Pierce Dairy Road to the beginning 1⁄2 inch reinforcing rod. All directions recited herein are referenced to the
magnetic north meridian.

 

The
property herein described is fully shown on a plat entitled “Survey for Union
Oil Company of California”, dated March 15, 1990 (revised June 4,
1990) by Ben McLeroy and Associates, Inc., Engineers and Surveyors,
Athens, Georgia, recorded in Plat Book     ,
page     , Morgan County records; and is conveyed
subject to all easements and rights of way of record in said Clerk’s Office.
Also conveyed herewith are all appurtenances thereto belonging or in anywise
appertaining to said real property, and all right, title and interest of Party
of the First Part in and to any and all roads, streets, alleys and ways
bounding said premises.

 

All that tract or parcel of land lying and
being in Land Lot 8 of the 5th District, Morgan County, Georgia, being more
particularly described as follows:

 

BEGINNING at a point formed by the intersection
of the southwest corner of Interstate Highway 20 and U.S. Highway 441, also
known as State Route No. 24; thence south 14 degrees 58 minutes 30 seconds
east along the southwestern side of U.S. Highway 441, 50 feet to a concrete
marke; thence north 75 degrees 02 minutes 30 seconds east 25 feet to a concrete
marker on the southwestern side of U.S. Highway 441, having an 80 foot right of
way at this point; thence running south 14 degrees 59 minutes east along the
southwestern side of U.S. Highway 441, 272.8 feet to an iron pin on the
northwestern side of County Road, having a 50 foot right of way; running thence
south 48 degrees 16 minutes west along the northwestern side of said County
Road, 290 feet to a point; thence running north 14 degrees 59 minutes west 485
feet to an iron pin; thence north 13 degrees 24 minutes east 167.7 feet to an
iron pin located on the southwestern side of Interstate Highway 20; running
thence southeasterly along the southwestern side of Interstate Highway 20 a
distance of 100 feet to a concrete marker; running thence south 40 degrees 05
minutes 30 seconds east along the southwestern side of Interstate Highway 20, a
distance of 149.4 feet to a concrete marker located on the southwestern side of
U.S. Highway 441 and the point of beginning, as shown by plat of survey made by
Joseph C. King, Registered Land Surveyor, dated February 18, 1968, revised
May 16, 1968.

 

1

 

All that tract or
parcel of land lying and being in Land Lot 8 of the 5th Land District, Morgan County, Georgia, being
more particularly described as follows:

 

BEGINNING at an iron
pin on the northwestern side of Pierce Dairy Road 289.86 feet southwesterly as
measured along the northwestern side of Pierce Dairy Road from an iron pin at
the corner formed by the intersection of the northwestern side of Pierce Dairy
Road with the western side of U.S. Highway 441 (said point of beginning also
being the southwestern corner of other property now owned by Union Oil Company
of California); running thence south 48 degrees 05 minutes 10 seconds west
along the northwestern side of Pierce Dairy Road a distance of 507.48 feet to
an iron pin at the southwest corner of the tract being described, said iron pin
also being located at the southeastern corner of property now or formerly owned
by Charles William Johnson; running thence north 01 degrees 41 minutes 00
seconds west along the eastern line of said property now or formerly owned by
Charles and William Johnson a distance of 1,052.43 feet to an iron pin on the
southwestern side of a local service road having a right of way of 100 feet;
running thence south 70 degrees 25 minutes 31 seconds east along the
southwestern side of said local service road a distance of 69 feet to a point;
continuing thence southeasterly along the southwestern side of said local
service road and following the curvature thereof a distance of 271.16 feet to
the northwestern corner of said other property owned by Union Oil Company of
California (the chord of said last described course being 270.94 feet in a
direction of south 74 degrees 23 minutes 20 seconds east); running thence south
13 degrees 24 minutes 00 seconds west along the northwestern line of said Union
Oil Company of California property a distance of 167.70 feet to a point;
running thence south 14 degrees 59 minutes 00 seconds east along the
southwestern line of said Union Oil Company of California property a distance
of 469.78 feet to the point of beginning, all according to plat of survey by
Paul J. Emilius & Associates for Union Oil Company of California,
dated December 28, 1972, last revised May 2, 1973.

 

2

 

A-37

 

	
   

  	
  3.177 Savannah, GA

  
	
   

  	
  4401 Highway 17

  
	
   

  	
  Richmond Hill, GA 31324

  
	
   

  	
  (TCA
  Site No. 177 - Savannah)

  

 

Legal Description

 

All that tract or
parcel of land lying and being in the 20th G.M.
District of Bryan County, Georgia, being more particularly described as
follows:

 

BEGINNING at a
concrete monument located at the southwest corner of the intersection of
Interstate Highway No. 95 and U.S. Highway No. 17; thence south 89
degrees 20 minutes 30 seconds east and along the western right of way line of
Interstate Highway
No. 95 a distance of 76.32 feet; thence continuing along the westerly
right of way south 20 degrees 47 minutes 00 seconds east a distance of 184.68
feet to a point of curvature, thence along a curve to the left having a radius
of 1019.97 feet and a tangent of 277.91 feet, an arc length of 542.66 feet to a
point of tangency; thence south 51 degrees 16 minutes 00 seconds east along the
westerly right of way line of Interstate Highway No. 95 a distance of
197.15 feet to a point of curvature; thence along a curve to the right having a
radius of 889.97 feet and a tangent of 275.09 feet an arc length of 533.62 feet
to the most southeasterly corner of said described parcel or tract of land;
thence south 63 degrees 15 minutes 00 seconds west along the south line of said
described parcel or tract a distance of 668.91 feet to the most southwesterly
corner of said described tract or parcel of land; thence north 51 degrees 26
minutes 30 seconds west and along the northerly right of way of a 60.0 feet
road a distance of 378.54 feet to a point of curvature; thence along the right
of way and on a curve to the right having a radius of 427.58 feet and a tangent
of 245.0 feet an arc distance of 444.96 feet to a point of a reverse curve;
thence continuing along the northerly right of way of a 60.0 foot road and a
curve to the left having a radius of 653.15 feet a tangent of 297.66 feet an
arc distance of 558.58 feet to the most northwesterly corner of said described
tract or parcel of land; thence north 49 degrees 11 minutes 00 seconds east and
along the north lien of said described tract or parcel of land a distance of
410.00 feet to the point or place of beginning. Said described tract or parcel
of land containing 20.0 acres, more or less.

 

 

A-38

 

	
   

  	
  3.167 Boise, ID

  
	
   

  	
  4115 Broadway 

  
	
   

  	
  Boise, ID 83705

  
	
   

  	
  (TCA Site No. 167)

  

 

Legal Description

 

PARCEL I:

 

A parcel of land in the North half of the
Southeast Quarter of Section 27,

Township 3 North, Range 2 East, Boise Meridian,
Ada County, Idaho, said parcel consists of portions of Lots 13, 14, 15, 16
and a vacated street in BOISE INDUSTRIAL FOUNDATION SUBDIVISION NO. 2,
according to the official plat thereof, filed in Book 20 of Plats at
Page 1316, Official Records of Ada County, Idaho, and an adjoining
triangular shaped parcel bounded on the East by the Westerly line of Broadway
Avenue and on the North by the Southerly line of Interstate 84,

State of Idaho Department of Transportation
Project I-IG-80N-2(16)54 SEC A, more particularly described as follows:

 

Beginning at the Southeast corner of said Lot
16; thence

North 00°18’00” West, 70.00 feet on the
Westerly line of said Lot 16; thence North 89°21’00” West, 113.00 feet; thence

South 00°39’00” West, 105.88 feet to a point on
the Southerly line of said Lot 16; thence

South 73°12’00” West, 47.06 feet to the
Southwest corner of said Lot 16; thence

North 89°21’00” West 401.16 feet on the
Southerly line of said Lot 15; thence

Northerly through Lots 15, 14, 13 and a vacated
street,

North 00°03’00” West 473.48 feet; thence

 

North 89°21’00” West, 230.00 feet to a point in
a vacated street,

Instrument No. 691987, records of Ada
County; thence

North 00°03’00” West, 678.81 feet to a point on
the Northerly line of said Lot 13 and the Southerly line of said Interstate 84;
thence on the Northerly line of said subdivision and said Southerly line of
Interstate 84,

South 66°47’10” East, 365.47 feet to a point,
125.22 feet right from Station 2865+79.73; thence

South 53°05’07” East, 377.38 feet to a point,
228.49 feet right from Station 2869+50.77; thence

South 38°46’44” East, 241.45 feet to the
Northeast corner of Lot 14 of said subdivision; thence continuing on said
Southerly line of Interstate 84, South 38°46’44” East, 140.18 feet to a point,
405.70 feet right from Station 2873+02.51; thence

South 63°16’32” East, 164.08 feet (record
163.90 feet) to a point on the Westerly line of Broadway Avenue, 70 feet left
from Station 9+11.36; thence on said Westerly line of Broadway Avenue

South 26°43’28” West, 238.44 feet (record
237.91 feet) to a point 70 feet left from Station 6+73.45; thence

South 38°28’49” West, 199.63 feet to the POINT
OF BEGINNING.

 

EXCEPTING THEREFROM the following described
property:

 

A parcel of land being a portion of Lots 13 and
14 of BOISE INDUSTRIAL FOUNDATION SUBDIVISION NO. 2, according to the official
plat thereof, filed in Book 20 of Plats at Page 1316 and 1317, Official
Records of Ada County, Idaho, and a portion of the Northeast Quarter of
the Southeast Quarter of Section 27, Township 3 North, Range 2 East of the
Boise Meridian, Boise City, Ada County, Idaho, being more particularly
described as follows:

 

1

 

Exhibit A

 

Commencing for reference at the found brass cap
right-of-way monument stamped 2861+99.53 on the Southerly right-of-way line of
Interstate 84, F.A.P. I-IG-80N-2(16)54 SEC A, said point being on the Northerly
line of said Lot 13 as shown on that certain property survey for Grants Truck
Stop by McCarter and Tuller Consulting Engineers, Job No. 85-1291, dated
August 23, 1985; thence South 66°46’35” East along the line common to said
I-84 and Grants Truck Stop for a distance of 365.54 feet (shown of record to be
South 67°47’10” East a distance of 365.47) to a found brass cap monument
stamped 2865+82.80 and the REAL POINT OF BEGINNING; thence along said I-84 and
Grants Truck Stop boundary line the following courses and distances; South
53°03’07” East a distance of 377.30 feet; thence

South 38°48’06” East a distance of 258.06 feet;
thence departing said I-84 and Grants Truck Stop boundary South 51°11’54” West
a distance of 60.74 feet to a set rebar on the edge of the asphalt pavement;
thence along the edge of the asphalt pavement the following courses and
distances:

North 50°43’28” West a distance of 37.30 feet;
thence

North 65°41’47” West a distance of 29.12 feet; thence

North 81°02’20” West a distance of 29.18 feet;
thence

North 85°12’55” West a distance of 34.54 feet;
thence

North 88°46’19” West a distance of 25.69 feet;
thence

South 88°20’35” West a distance of 32.16 feet;
thence

South 79°35’48” West a distance of 34.63 feet;
thence

North 45°27’48” West a distance of 8.31 feet;
thence

South 76°54’39” West a distance of 25.24 feet;
thence

South 63°28’39” West a distance of 10.00 feet
to a set rebar at the edge of the asphalt pavement; thence departing the edge
of the asphalt pavement North 38°30’33” West for a distance of 406.45 feet to a
set rebar; thence 

North 36°56’53” East for a distance of 145.00
to the REAL POINT OF  BEGINNING.

 

FURTHER EXCEPTING THEREFROM the following
described property:

 

A parcel of land being a portion Lot 14 of
BOISE INDUSTRIAL FOUNDATION SUBDIVISION NO. 2, according to the official plat
thereof, filed in Book 20 of Plats at Page 1316 and 1317, Official Records
of Ada County, Idaho, and a portion of the Northeast Quarter of the
Southeast Quarter of Section 27, Township 3 North, Range 2 East of the
Boise Meridian, Boise City, Ada County, Idaho, being more particularly
described as follows:

 

Commencing for reference at the found brass cap
right-of-way monument stamped 2861+99.53 on the Southerly right of way line of Interstate
84, F.A.P. I-IG-80N-2(16)54 SEC A, said point being on the Northerly line of
Lot 13 of said Boise Industrial Foundation Subdivision No. 2 as shown on that
certain property survey for Grants Truck Stop by McCarter and Tuller Consulting
Engineers, Job No. 85-1291, dated
August 23, 1985; thence along a line common to said I-84 and Grants Truck
Stop the following courses and distances;

South 66°46’35” East for a distance of 365.54
feet to a found brass cap monument stamped 2865+82.80; thence

South 53°03’07” East a distance of 377.30 feet;
thence

South 38°48’06” East a distance of 258.06 feet
to the REAL POINT OF BEGINNING; thence continuing South 38°48’06” East along a
said line common to I-84 and Grants Truck Stop a distance of 123.70 feet;
thence

South 63°16’17” East a distance of 163.64 feet
to a found brass cap stamped 9+11.36; thence departing said I-84 boundary and
along Broadway Avenue and Grants Truck Stop common boundary, South 26°39’10”
West for a distance of 30.00 feet to a set rebar; thence departing Broadway
Avenue North 63°16’17” West for a distance of 170.19 feet to a set rebar;
thence

North 38°48’06” West for a distance of 130.20
feet to a set rebar; thence

North 51°11’54” East a distance of 30.00 feet
to the REAL POINT OF BEGINNING.

 

2

 

A parcel of land being a portion of Lots 13,
14, 15 and 16 and a portion of a vacated street as shown on the official plat
of the BOISE INDUSTRIAL FOUNDATION SUBDIVISION NO. 2, as filed in Book 20 of
Plats at Page 1316, Records of Ada County, Idaho, and a portion of
the North Half of the Southeast Quarter of Section 27, Township 3 North,
Range 2 East, Boise Meridian, Boise, Ada County, Idaho, more particularly
described as follows:

 

Beginning at the Southeast corner of said Lot
16; thence

North 00°32’00” West, 69.44 feet (formerly
described as North 00°18’00” West 70.00 feet); thence North 89°21’00” West,
113.17 feet (formerly described as 113.00 feet); thence South 00°39’00” West,
105.86 feet (formerly described as 105.88 feet) to a point on the North
right-of-way line of Commerce Avenue; thence along said North right-of-way line
the following two courses:

South 73°32’45” West, 46.22 feet (formerly
described as South 73°12’00” West, 47.06 feet); thence North 89°25’32” West,
401.45 feet (formerly described as North 89°21’00” West, 401.16 feet);  thence

North 00°03’00” West, 473.48 feet; thence

North 89°21’00” West, 230.00 feet; thence

North 00°03’00” West 678.57 feet (formerly
described as 678.81 feet) to a point on the Southerly right-of-way line of
Interstate 84; thence along said Southerly right-of-way line

South 66°46’35” East, 365.54 feet (formerly
described as South 66°47’10” East, 365.47 feet); thence leaving said Southerly
right-of-way line

South 36°56’53” West, 145.00 feet; thence

South 38°30’33” East, 406.45 feet; thence

North 63°28’39” East, 10.00 feet; thence

North 76°55’39” East, 25.24 feet; thence

South 45°27’48” East, 8.31 feet; thence

North 79°35’48” East, 34.63 feet; thence

North 88°20’35” East, 32.16 feet; thence

South 88°46’19” East, 25.69 feet; thence

South 85°12’55” East, 34.54 feet; thence

South 81°02’20” West, 29.18 feet; thence

 

South 65°41’47 East, 29.12 feet; thence

South 50°43’28” East, 37.30 feet; thence

North 51°11’54” East, 30.73 feet; thence

South 38°48’06” East, 130.20 feet; thence

South 63°16’17” East 170.19 feet to a point on
the Westerly right-of-way line of Broadway Avenue; thence along said Westerly
right-of-way line

South 26°39’10” West, 207.92 feet (formerly
described as South 26°43’28” West); thence continuing along said Westerly right-of-way
line

South 38°35’45” West 199.32 feet (formerly
described as South 38°28’49” West, 199.63 feet) to the POINT OF BEGINNING.

 

PARCEL II:

 

Easement estate as created by Easement and
Non-Competition Agreement, recorded February 17, 1988, as Instrument
No. 8807116, Official Records.

 

APN: R-1013-67-0146

 

3

 

A-39

 

	
   

  	
  3.092  Bloomington, IL

  
	
   

  	
  505 Truckers Lane

  
	
   

  	
  R.R. #7, P.O. Box
  450

  
	
   

  	
  Bloomington, IL 61701

  
	
   

  	
  (TCA Site No. 92)

  

 

Legal
Description

 

PARCEL 1:

 

ALL OF LOTS
6 & 7 AND THAT PART OF LOTS 2, 3, 4 AND 5 OF E. ALLIN’S SUBDIVISION
OF THE WEST 1/2 OF THE SOUTH EAST 1/4 AND THE SOUTH WEST 1/4 OF THE NORTH EAST
1/4 OF SECTION 31, TOWNSHIP 24 NORTH, RANGE 2 EAST OF THE THIRD PRINCIPAL
MERIDIAN, AND LOT 4 OF THE SUBDIVISION OF SECTION 6, TOWNSHIP 23 NORTH,
RANGE 2 EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING EAST OF THE EAST RIGHT OF
WAY LINE OF FAI ROUTE 55 IN MCLEAN COUNTY, ILLINOIS, AS SAID E. ALLIN’S
SUBDIVISION IS RECORDED IN BOOK 1 OF PLATS, AT PAGE 281. SAID PROPERTY
MAY ALSO BE DESCRIBED AS FOLLOWS:

 

BEGINNING AT AN IRON
ROD AT THE NORTH EAST CORNER OF SAID LOT 7, THENCE NORTH 89 DEGREES 57 MINUTES
49 SECONDS WEST 665.5 FEET ALONG THE NORTH LINE OF SAID LOT 7 TO AN IRON ROD AT
THE NORTH WEST CORNER THEREOF, THENCE SOUTH 0 DEGREES 50 MINUTES EAST 676.98
FEET ALONG THE WEST LINE OF SAID LOTS 7, 6, AND 5 TO AN IRON ROD ON THE EAST
RIGHT OF WAY LINE OF FAI ROUTE 55, THENCE SOUTH 29 DEGREES 25 MINUTES EAST
195.31 FEET ALONG SAID RIGHT OF WAY LINE TO AN IRON PIPE 300 FEET LEFT OF
TRANSIT LINE 11 AT SAID FAI ROUTE 55 AT HIGHWAY STATION 462+00, THENCE SOUTH 64
DEGREES 58 MINUTES 13 SECONDS EAST 353.3 FEET ALONG SAID RIGHT OF WAY LINE TO
AN IRON PIPE 620 FEET LEFT OF TRANSIT LINE 11 AT SAID FAI ROUTE 55 AT HIGHWAY
STATION 463+50, THENCE SOUTH 35 DEGREES 35 MINUTES 02 SECONDS EAST 309.02 FEET
ALONG SAID RIGHT OF WAY LINE TO A RIGHT OF WAY MARKER 800 FEET LEFT OF TRANSIT
LINE 11 OF SAID FAI ROUTE 55 AT HIGHWAY STATION 466+00, THENCE SOUTH 11 DEGREES
05 MINUTES 51 SECONDS EAST 438.95 FEET ALONG SAID RIGHT OF WAY LINE  TO
AN IRON PIPE ON THE EAST LINE OF SAID LOT 2, THENCE NORTH 0 DEGREES 50 MINUTES
WEST 1,678.05 FEET ALONG THE EAST LINE OF SAID LOTS 2, 3, 4, 5, 6 AND 7 TO THE POINT
OF BEGINNING, EXCEPT THAT PART CONVEYED TO THE CITY OF BLOOMINGTON BY
WARRANTY DEED RECORDED AS DOCUMENT NO. 77-2045, IN MCLEAN
COUNTY, ILLINOIS.

 

PARCEL 2:

 

ALSO, THAT PORTION OF
THE NORTH-SOUTH PUBLIC ROAD WHICH LIES WEST OF THE WEST LINE OF SAID PARCEL NO.
1 AND EAST OF THE EAST RIGHT OF WAY LINE OF FAI ROUTE 55 AND 74 AS VACATED BY
ORDINANCE 1976-46 BY THE CITY OF BLOOMINGTON RECORDED MAY 10, 1976 AS
DOCUMENT NO. 76-5543, IN MCLEAN COUNTY, ILLINOIS.

 

PARCEL 3:

 

A PART OF THE
SOUTH EAST 1/4 OF SECTION 31, TOWNSHIP 24 NORTH, RANGE 2 EAST OF THE THIRD
PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON ROD WHICH MARKS
THE NORTH EAST CORNER OF LOT 7 OF E. ALLIN’S SUBDIVISION OF THE WEST 1/2 OF THE
SOUTH EAST 1/4 AND THE SOUTH WEST 1/4 OF THE NORTH EAST 1/4 OF SECTION 31,
TOWNSHIP 24 NORTH, RANGE 2 EAST OF THE THIRD PRINCIPAL MERIDIAN, AND LOT 4 OF
THE SUBDIVISION OF SECTION 6,

 

1

 

TOWNSHIP 23 NORTH, RANGE 2 EAST OF THE THIRD
PRINCIPAL MERIDIAN; FROM SAID POINT OF BEGINNING THENCE NORTH 0 DEGREES 50
MINUTES WEST 436.57 FEET ALONG THE
EAST LINE OF THE WEST 1/2 OF THE SOUTH EAST 1/4 OF SAID SECTION 31, THENCE
SOUTH 89 DEGREES 29 MINUTES WEST 659.02 FEET TO THE EAST RIGHT OF WAY LINE OF
FAI ROUTES 55 & 74, THENCE SOUTH 0 DEGREES 00 MINUTES WEST 430.45 FEET
ALONG SAID EAST RIGHT OF WAY LINE TO THE NORTH WEST CORNER OF SAID LOT 7,
THENCE SOUTH 89 DEGREES 57 MINUTES 49 SECONDS EAST 665.5 FEET ALONG THE NORTH
LINE OF SAID LOT 7 TO THE POINT OF BEGINNING.

 

LESS AND EXCEPT THAT
PORTION OF THE ABOVE DESCRIBED PROPERTY CONVEYED TO THE CITY OF BLOOMINGTON BY
DEED DATED FEBRUARY 11, 1977 AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH WEST CORNER OF LOT 7 OF E. ALLIN’S SUBDIVISION OF THE WEST 1/2 OF THE SOUTH EAST 1/4 AND
THE SOUTH WEST 1/4 OF THE NORTH EAST 1/4 OF SECTION 31, TOWNSHIP 24 NORTH,
RANGE 2 EAST OF THE THIRD PRINCIPAL MERIDIAN, THENCE SOUTH 0 DEGREES 50 MINUTES EAST 676.98 FEET ALONG
THE WEST LINE OF THE SAID LOT 7 AND ADJACENT LOT 6 TO AN IRON PIN, THENCE SOUTH
29 DEGREES 25 MINUTES EAST 195.31 FEET TO AN IRON PIN, THENCE SOUTH 64 DEGREES
58 MINUTES 13 SECONDS EAST 353.3 FEET TO AN IRON PIN, THE POINT OF BEGINNING OF
PARCEL NUMBER 1, THENCE SOUTH 35 DEGREES 35 MINUTES 02 SECONDS EAST 309.02 FEET
TO A RIGHT-OF-WAY MARKER, THENCE NORTH 22 DEGREES 32 MINUTES 11 SECONDS WEST
166 FEET, THENCE NORTH 49 DEGREES 51 MINUTES 40 SECONDS WEST 152 FEET TO THE
POINT OF BEGINNING OF PARCEL 1 RUNNING SOUTH 35 DEGREES 35 MINUTES 02 SECONDS
EAST 309.02 FEET, THENCE SOUTH 11 DEGREES 05 MINUTES 51 SECONDS EAST 438.95
FEET TO THE POINT OF BEGINNING OF PARCEL 2, A POINT ON THE WEST LINE OF LOT 1
OF THE LES WILSON SUBDIVISION, THENCE NORTH 0 DEGREES 50 MINUTES WEST 11 FEET, THENCE
NORTH WESTERLY 3.5 FEET TO A POINT OF INTERSECTION OF THE EAST RIGHT-OF-WAY
LINE OF F.A.I. ROUTE 55, SAID POINT BEING 14 FEET DISTANT FROM THE POINT OF
BEGINNING, THENCE SOUTH 11 DEGREES 50 MINUTES 51 SECONDS EAST 14 FEET TO THE
POINT OF BEGINNING, IN MCLEAN COUNTY, ILLINOIS.

 

AND ALSO EXCEPT THE
FOLLOWING DESCRIBED TRACT AS CONTAINED IN CORPORATION GRANT DEED DATED FEBRUARY 26, 1992 RECORDED
MARCH 6, 1992 AS DOCUMENT NO. 92-6494 FROM UNION OIL COMPANY OF
CALIFORNIA, A CALIFORNIA CORPORATION DBA UNOCAL TO RICK BURGER THE FOLLOWING
DESCRIBED PROPERTY:

 

A PART OF THE
SOUTH EAST 1/4 OF SECTION 31, TOWNSHIP 24 NORTH, RANGE 2 EAST OF THE THIRD
PRINCIPAL MERIDIAN, AND ALSO A PART OF LOTS 8 AND 9 IN E. ALLIN ‘S
SUBDIVISION OF THE WEST 1/2 OF THE SOUTH EAST 1/4 AND THE SOUTH WEST 1/4 OF THE
NORTH EAST 1/4 OF SAID SECTION 31, IN MCLEAN COUNTY, ILLINOIS, MORE
PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST LINE OF
SAID LOT 8 LYING 242.78 FEET NORTH OF THE SOUTH EAST CORNER THEREOF. FROM SAID
POINT OF BEGINNING THENCE NORTH 0 DEGREES 50 MINUTES WEST 193.79 FEET ALONG
SAID EAST LINE AND ALONG THE EAST LINE OF SAID LOT 9; THENCE SOUTH 89 DEGREES
29 MINUTES WEST 659.02 FEET TO A POINT ON THE EAST RIGHT-OF-WAY LINE OF FAI
ROUTES 55 AND 74 LYING 430.45 FEET NORTH OF THE SOUTH WEST CORNER OF SAID LOT
8, THENCE SOUTH 0 DEGREES 00 MINUTES WEST 197.85 FEET ALONG SAID EAST
RIGHT-OF-WAY LINE; THENCE NORTH 89 DEGREES 08 MINUTES EAST 661.88 FEET TO THE
POINT OF BEGINNING, IN MCLEAN COUNTY, ILLINOIS.

 

BEING THE SAME
DESCRIBED AS FOLLOWS:

 

ALL OF LOTS 6 AND 7
AND PART OF LOTS 2, 3, 4, 5 AND 8 OF F. ALLIN’S SUBDIVISION OF THE WEST
HALF OF THE SOUTHEAST QUARTER AND THE SOUTHWEST QUARTER OF THE NORTHEAST
QUARTER OF SECTION 31, TOWNSHIP 24 NORTH, RANGE 2

 

2

 

EAST OF THE THIRD
PRINCIPAL MERIDIAN AND LOT 4 OF THE SUBDIVISION OF SECTION 6, TOWNSHIP 23
NORTH, RANGE 2 EAST OF THE THIRD PRINCIPAL MERIDIAN LYING EAST OF RIGHT OF WAY
LINE OF FAI ROUTE 55 IN MCLEAN COUNTY, ILLINOIS AS SAID E. ALLIN’S
SUBDIVISION IS RECORDED IN BOOK 1 OF PLATS AT PAGE 281 AND ALL OF THAT
PART OF THE NORTH-SOUTH PUBLIC ROAD WHICH LIES WEST OF THE WEST LINE OF
SAID LOTS 5, 6 AND 7 AND EAST OF THE EAST RIGHT-OF-WAY LINE OF FAI ROUTE 55 AND
74 AS VACATED BY ORDINANCE 1976-46 BY THE CITY OF BLOOMINGTON, RECORDED
MAY 10, 1976 AS DOCUMENT NUMBER 76-5543 IN MCLEAN COUNTY, ILLINOIS,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT A POINT
ON THE EAST LINE OF SAID LOT B LYING 242.78 FEET NORTH OF THE NORTHEAST CORNER
OF SAID LOT 7, FROM SAID POINT OF BEGINNING THENCE SOUTH 89 DEGREES 08 MINUTES
00 SECONDS WEST 661.88 FEET TO A POINT ON THE WEST LINE OF SAID LOT B LYING
232.60 FEET NORTH OF THE NORTHWEST CORNER OF SAID LOT 7, SAID POINT ALSO BEING
ON THE EAST RIGHT OF WAY LINE OF FAI ROUTE 03, SECTION 57-6 (I-55 AND 74);
THENCE SOUTH 0 DEGREES 00 MINUTES 00 SECONDS WEST 891.84 FEET ALONG SAID EAST
RIGHT-OF-WAY LINE; THENCE SOUTH 29 DEGREES 25 MINUTES 00 SECONDS EAST 215.36
FEET ALONG SAID EAST RIGHT-OF-WAY LINE TO A POINT LYING 300 FEET LEFT OF
TRANSIT LINE 11 OF SAID FAI ROUTE 03 OF HIGHWAY STATION 462+00; THENCE SOUTH 64
DEGREES 58 MINUTES 13 SECONDS EAST 353.30 FEET ALONG SAID EAST RIGHT-OF-WAY LINE
TO A POINT LYING 620 FEET LEFT OF SAID TRANSIT LINE 11 AT HIGHWAY STATION
463+50; THENCE SOUTH 49 DEGREES 51 MINUTES 40 SECONDS EAST 152.00 FEET ALONG
THE NORTHEAST LINE OF PROPERTY CONVEYED TO THE CITY OF BLOOMINGTON BY DEED
DATED FEBRUARY 11, 1977, RECORDED AS DOCUMENT NUMBER 77-2045; THENCE SOUTH 22
DEGREES 32 MINUTES 11 SECONDS EAST 166.00 FEET ALONG SAID NORTHEAST LINE TO THE
SOUTHERN MOST CORNER THEREOF, SAID CORNER LYING 800 FEET LEFT OF SAID TRANSIT
LINE 11 AT HIGHWAY STATION 466+00; THENCE SOUTH 11 DEGREES 05 MINUTES 51
SECONDS EAST 424.95 FEET ALONG SAID EAST RIGHT-OF-WAY LINE; THENCE SOUTH 42
DEGREES 46 MINUTES 40 SECONDS EAST 3.40 FEET TO THE WEST LINE OF LOT 1 IN LES
WILSON SUBDIVISION; THENCE NORTH 0 DEGREES 50 MINUTES 00 SECONDS WEST 1909.83
FEET ALONG THE WEST LINE OF LES WILSON SUBDIVISION AND ALONG THE EAST LINES OF
LOTS 2 THROUGH 8, INCLUSIVE, IN SAID E. ALLIN’S SUBDIVISION TO THE
POINT OF BEGINNING, IN MCLEAN COUNTY, ILLINOIS.

 

3

 

A-40

 

	
   

  	
  3.035
  Effingham, IL

  
	
   

  	
  1702 West Evergreen

  
	
   

  	
  P.O. Box 1388

  
	
   

  	
  Effingham, IL
  62401

  
	
   

  	
  (TCA Site
  No. 35)

  

 

Legal Description

 

Legal Description:

 

PARCEL 1:

 

A PART OF THE
SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 8
NORTH, RANGE 6 EAST OF THE THIRD PRINCIPAL MERIDIAN, SITUATED IN THE CITY OF
EFFINGHAM, COUNTY OF EFFINGHAM AND STATE OF ILLINOIS, MORE PARTICULARLY DESCRIBED
AS FOLLOWS:

 

BEGINNING AT A POINT
ON THE EAST LINE OF THE SAID SW/4 OF THE SE/4, SOUTH 0 DEGREES 11 MINUTES EAST
568.8 FEET FROM THE NORTHEAST CORNER OF THE SW/4 OF THE SE/4 OF SAID
SECTION 18, (BEING THE SOUTHEAST CORNER OF THE TRACT DEEDED TO LEROY J.
BORRIES AND MARYANN BORRIES BY RALPH H. KOESTER AND MARIE C. KOESTER, ON AUGUST
16, 1968, RECORDED IN BOOK 384, PAGE 337, OF THE EFFINGHAM COUNTY RECORDS);
THENCE SOUTH 0 DEGREES 11 MINUTES EAST 333 FEET TO THE NORTHERLY RIGHT-OF-WAY
LINE OF THE FRONTAGE ROAD CONVEYED TO THE STATE OF ILLINOIS BY WARRANTY DEED
DATED JUNE 18, 1956, AND RECORDED IN BOOK 319, PAGE 482, OF THE EFFINGHAM
COUNTY RECORDS; THENCE ALONG THE NORTHWESTERLY RIGHT-OF-WAY LINE OF SAID
FRONTAGE ROAD SOUTH 31 DEGREES 00 MINUTES WEST A DISTANCE OF 139 FEET; THENCE
ALONG SAID FRONTAGE ROAD RIGHT-OF-WAY ALONG A CURVE TO THE RIGHT HAVING A
RADIUS OF 471.7 FEET, AND TANGENT TO THE LAST NAMED BEARING, FOR A DISTANCE OF
497.7 FEET; THENCE DUE SOUTH 20 FEET; THENCE DUE WEST 47 FEET; THENCE NORTH 0 DEGREES
11 MINUTES WEST 692 FEET, THENCE NORTH 89 DEGREES 49 MINUTES EAST 137 FEET TO
THE SOUTHWEST CORNER OF THE AFORESAID TRACT DEEDED TO LEROY J. BORRIES AND
MARYANN BORRIES; THENCE ALONG THE SOUTH LINE OF SAID TRACT, NORTH 85 DEGREES 58
MINUTES EAST, A DISTANCE OF 386.3 FEET TO THE PLACE OF BEGINNING.

 

PARCEL 2:

 

A PART OF THE
SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 8
NORTH, RANGE 6 EAST OF THE THIRD PRINCIPAL MERIDIAN, SITUATED IN THE CITY OF
EFFINGHAM, COUNTY OF EFFINGHAM AND STATE OF ILLINOIS, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:

 

BEGINNING AT A POINT
WEST 386.3 FEET AND SOUTH 0 DEGREES 11 MINUTES EAST 500 FEET FROM THE NORTHEAST
CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID
SECTION 18; THENCE SOUTH 85 DEGREES 58 MINUTES WEST 451.7 FEET; THENCE
SOUTH 0 DEGREES 11 MINUTES EAST 761 FEET TO THE NORTH RIGHT-OF-WAY LINE OF A
TOWNSHIP ROAD; THENCE EAST 314.7 FEET; THENCE NORTH 0 DEGREES 11 MINUTES WEST
692 FEET; THENCE NORTH 89 DEGREES 49 MINUTES EAST 137.0 FEET; THENCE NORTH 0
DEGREES 11 MINUTES WEST 100 FEET TO THE POINT OF BEGINNING.

 

THE ABOVE TWO TRACTS
ARE ALSO DESCRIBED AS FOLLOWS:

 

A PART OF THE
SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18, TOWNSHIP 8
NORTH, RANGE 6 EAST OF THE THIRD PRINCIPAL MERIDIAN, SITUATED IN THE CITY OF
EFFINGHAM, COUNTY OF EFFINGHAM AND STATE OF ILLINOIS, MORE PARTICULARLY
DESCRIBED AS FOLLOWS:

 

COMMENCING AT THE
NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID
SECTION 18; THENCE SOUTH 00 DEGREES 02 MINUTES 37 SECONDS EAST (RECORD
BEARING SOUTH 00 DEGREES 11 MINUTES 00 SECONDS EAST), ALONG THE EAST LINE OF
THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION 18, A
DISTANCE OF 571.65 FEET (RECORD DISTANCE OF 568.8 FEET) TO THE POINT OF
BEGINNING (BEING THE SOUTHEAST CORNER OF THE TRACT DEEDED TO LEROY J. BORRIES
AND MARYANN BORRIES BY

 

1

 

RALPH H. KOESTER AND
MARIE C. KOESTER, ON AUGUST 16, 1968, RECORDED IN BOOK 384, PAGE 337 OF THE EFFINGHAM
COUNTY RECORDS);

 

THENCE SOUTH 00
DEGREES 02 MINUTES 37 SECONDS EAST (RECORD BEARING SOUTH 00 DEGREES 11 MINUTES
00 SECONDS EAST), A DISTANCE OF 333.82 FEET (RECORD DISTANCE 333 FEET), TO THE
NORTHERLY RIGHT-OF-WAY LINE  OF
THE FRONTAGE ROAD CONVEYED TO THE STATE OF ILLINOIS BY WARRANTY DEED DATED JUNE
18, 1956 AS RECORDED IN BOOK 319, PAGE 482 OF THE EFFINGHAM COUNTY RECORDS;

 

THENCE ALONG THE
NORTHWESTERLY RIGHT-OF-WAY LINE OF SAID FRONTAGE ROAD, SOUTH 29 DEGREES 46
MINUTES 21 SECONDS WEST (RECORD BEARING SOUTH 31 DEGREES 00 MINUTES 00 SECONDS
WEST), A DISTANCE OF 140.78 FEET (RECORD DISTANCE 139 FEET);

 

THENCE, ALONG SAID
FRONTAGE ROAD RIGHT-OF-WAY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 471.70
FEET, AND TANGENT TO THE LAST NAMED BEARING, FOR A DISTANCE OF 497.98 FEET
(RECORD DISTANCE OF 497.70 FEET);

 

THENCE SOUTH 00
DEGREES 15 MINUTES 37 SECONDS WEST (RECORD BEARING OF SOUTH), A DISTANCE OF
25.00 FEET (RECORD DISTANCE OF 20.00 FEET);

 

THENCE NORTH 89
DEGREES 44 MINUTES 23 SECONDS WEST (RECORD BEARING OF WEST), A DISTANCE OF
358.48 FEET (RECORD DISTANCE OF 361.70 FEET);

 

THENCE NORTH 00
DEGREES 11 MINUTES 52 SECONDS EAST (RECORD BEARING OF SOUTH 00 DEGREES 11
MINUTES 00 SECONDS EAST), A DISTANCE OF 764.15 FEET (RECORD DISTANCE OF 761.00
FEET), TO THE NORTH RIGHT-OF-WAY LINE OF TOWNSHIP ROAD;

 

THENCE NORTH 86
DEGREES 31 MINUTES 37 SECONDS EAST (RECORD BEARING OF SOUTH 85 DEGREES 58
MINUTES 00 SECONDS WEST), A DISTANCE OF 451.49 FEET (RECORD DISTANCE OF 451.70
FEET);

 

THENCE SOUTH 00
DEGREES 23 MINUTES 17 SECONDS EAST (RECORD BEARING OF NORTH 00 DEGREES 11
MINUTES 00 SECONDS WEST), A DISTANCE OF 100.00 FEET;

 

THENCE NORTH 86
DEGREES 14 MINUTES 22 SECONDS EAST (RECORD BEARING NORTH 85 DEGREES 58 MINUTES
00 SECONDS EAST), A DISTANCE OF 386.69 FEET (RECORD DISTANCE OF 386.30 FEET),
TO THE PLACE OF BEGINNING.

 

2

 

A-41

 

	
   

  	
  3.044
  Elgin, IL

  
	
   

  	
  19 N. 430 Route 20

  
	
   

  	
  Hampshire, IL
  60140

  
	
   

  	
  (TCA Site
  No. 44 – Elgin)

  
	
   

  	
   

  

 

Legal
Description

 

ALL THAT CERTAIN REAL
PROPERTY LOCATED IN THE COUNTY OF KANE, STATE OF ILLINOIS, BEING MORE
PARTICULARLY DESCRIBED AS:

 

THAT PART OF THE
SOUTHWEST 1/4 OF THE NORTHWEST 1/4 AND OF THE NORTHWEST 1/4 OF THE SOUTHWEST
1/4 OF SECTION 2, TOWNSHIP 42 NORTH, RANGE 6 EAST OF THE THIRD PRINCIPAL
MERIDIAN, KANE COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS:

 

BEGINNING AT THE
SOUTHWEST CORNER OF SAID SOUTHWEST 1/4 OF THE NORTHWEST 1/4; THENCE NORTH ALONG
THE WEST LINE OF SAID SECTION 2 TO THE SOUTHWESTERLY LINE OF A TRACT OF
LAND CONVEYED TO THE DEPARTMENT OF PUBLIC WORKS AND BUILDINGS OF THE STATE OF
ILLINOIS BY DEED DATED JULY 16, 1958 RECORDED OCTOBER 27, 1958 IN BOOK 1926,
PAGE 403, AS DOCUMENT NUMBER 873955; THENCE SOUTHEASTERLY ALONG SAID
SOUTHWESTERLY LINE TO THE NORTHEASTERLY LINE OF PARCEL N-48-26 ACQUIRED BY THE
ILLINOIS STATE TOLLWAY HIGHWAY COMMISSION THROUGH PROCEEDINGS IN THE CIRCUIT
COURT OF KANE COUNTY, AS CASE NO. 57-441; THENCE NORTHWESTERLY ALONG SAID
NORTHEASTERLY LINE TO THE WEST LINE OF SAID SECTION 2; THENCE NORTH ALONG
SAID WEST LINE TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF HAMPSHIRE, KANE
COUNTY, ILLINOIS.

 

ALL OF THE
ABOVE-DESCRIBED LAND BEING THE SAME AS FOLLOWS:

 

A PARCEL OF LAND
BEING LOCATED IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER AND OF THE
NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 2, TOWNSHIP 42
NORTH, RANGE 6 EAST OF THE THIRD PRINCIPAL MERIDIAN, KANE
COUNTY, ILLINOIS, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT THE MOST
NORTHERLY CORNER OF SAID TRACT, SAID POINT BEING ON THE WESTERLY R.O.W. LINE OF
U.S. ROUTE 20;

 

THENCE WITH SAID
WESTERLY R.O.W. LINE SOUTH 40 DEGREES 01 MINUTES 05 SECONDS EAST A DISTANCE OF
488.59 FEET;

 

THENCE WITH SAID
WESTERLY R.O.W. LINE ALONG THE ARC OF A CURVE TO THE RIGHT, SAID CURVE HAVING A
RADIUS OF 3521.20 FEET AND CENTRAL ANGLE OF 13 DEGREES 54 MINUTES 58 SECONDS,
SAID CURVE HAVING A CHORD BEARING OF SOUTH 33 DEGREES 03 MINUTES 36 SECONDS
EAST AND A CHORD DISTANCE OF 853.15; THENCE SOUTH 11 DEGREES 03 MINUTES 53
SECONDS EAST DEPARTING FROM SAID WESTERLY R.O.W. LINE A DISTANCE OF 411.81 FEET
TO A POINT; THENCE NORTH 70 DEGREES 51 MINUTES 10 SECONDS WEST A DISTANCE OF
910.80 FEET TO A FOUND IRON BAR; THENCE NORTH 00 DEGREES 18 MINUTES 50 SECONDS
EAST ALONG THE NORTHERN R.O.W. OF ILLINOIS NORTHWEST TOLLWAY, A DISTANCE OF
824.80 FEET; THENCE NORTH 00 DEGREES 25 MINUTES 21 SECONDS WEST A DISTANCE OF
369.85 FEET TO THE POINT OF BEGINNING, IN KANE COUNTY, ILLINOIS.

 

 

A-42

 

	
   

  	
  3.043 Mount Vernon, IL

  
	
   

  	
  4510 Broadway

  
	
   

  	
  Mt. Vernon, IL 62864

  
	
   

  	
  (TCA Site No. 43)

  

 

EXHIBIT A - LEGAL DESCRIPTION

 

The West Half of the
East Half of the Southwest Quarter and the Five (5) Acres off the West
side of the East Half of the East Half of the Southwest Quarter, EXCEPT Twenty-Five
(25) Acres off the South end of the said two tracts, and the West Half of the
Southwest Quarter of the Southwest Quarter; the Southwest Quarter of the Northwest Quarter of the
Southwest Quarter; the Northeast
Quarter of the Northwest Quarter of the Southwest Quarter and the Northwest
Quarter of the Northwest Quarter of the Southwest Quarter all in Section 26,
Township 2 South, Range 2 East of the Third Principal Meridian, and (18) acres
off the West side of Lot (5), said
Lot 5 being described as follows, to-wit: Beginning at the Northwest corner of
the North half of the Northwest Quarter of Section 35 and running 122 rods
East, thence South 38 rods, thence East 38 rods, thence South 1 rod, thence West
20 rods, thence South 1 rod, thence West 60 rods, thence South 2.40 rods, thence
in a Southwesterly direction to a point on the West line of said North Half of
the Northwest Quarter 19 rods
North of the Southwest corner thereof, thence North with said West line 61 rods
to the place of beginning, being a part of the North Half of the Northwest
Quarter of Section 35, Township 2 south, Range 2 East of the Third
Principal Meridian, JEFFERSON COUNTY, ILLINOIS,

 

EXCEPT HOWEVER the
premises heretofore conveyed to the State of Illinois for the use of the
Department of Public Works, and Buildings, more particularly described as
follows:

 

Part of the East
Half of the Southwest Quarter of Section 26 and part of Lot 5 of the North
Half of the Northwest Quarter of Section 35; all in Township 2 South, Range
2 East of the Third Principal Meridian, JEFFERSON COUNTY, ILLINOIS, more
particularly described as follows: TRACT I: Beginning at the Point of
Intersection of the West line of the North Half of the  Northwest
Quarter of Section 35, Township 2 South, Range 2 East of the  Third
Principal Meridian and a line 70 feet perpendicular distance Northwesterly of
and parallel with the survey centerline for Relocated State Bond Issue Route 15,
as recorded in Cabinet 1, Drawer B, Instrument No. 188, in the Office
of the Recorder of needs of JEFFERSON COUNTY, ILLINOIS; thence
Northeasterly along a line 70 feet Northwesterly of and parallel with the said
recorded survey centerline for Relocated S.B.I. Route 15 to a point on a line
perpendicular to the said recorded survey centerline for Relocated S.B.I. Route
15 at Station 509+00; thence Northeasterly along a straight line to a point 85
feet Northwesterly of and on a line perpendicular to the said recorded survey
centerline for Relocated S.B.I. Route 15 at Station 511+00; thence
Northeasterly along a line 85 feet Northwesterly of and parallel with the said
recorded survey centerline for Relocated S.B.I. Route 15 to a point on the East
line of the West 18 acres of Lot 5 of the North Half of the Northwest Quarter
of said Section 35; thence southerly along the East line of the said West
18 acres to a  point on the

 

	
   

  	
  Continued on next page

  

 

1

 

center of the Mt. Vernon
and Ashley Road; thence Southwesterly along the center of said road to a point
on the West line of the North Half of the Northwest Quarter of said Section 35;
thence Northerly along the West line of the North half of the Northwest Quarter
of said Section 35 to the point of beginning; TRACT II: All that part of
the West Half of the East Half of the Southwest Quarter of Section 26, Township
2 South, Range 2 East of the Third Principal Meridian and all that part of the
West 5 acres of the East Half of the East Half of the Southwest Quarter of said
Section 26, except 25 acres off the South end of the said two tracts, lying
northeasterly, of a line 165 feet perpendicular distance Southwesterly of and
parallel with the  survey centerline for Federal Aid
Interstate Route 57, as recorded in Book 299 of Miscellaneous Deeds, Page 344
in the office of the Recorder of Deeds of JEFFERSON COUNTY, ILLINOIS;

 

And further EXCEPT
from all the above described real estate all that part conveyed by the Union
Oil Company of California, a California Corporation to Gould, Inc., a
Delaware Corporation by Special Warranty Deed dated March 27, 1979 and
recorded May 18, 1979 in Cabinet 2, Drawer S, Instrument No. 3239
in the office the Recorder of JEFFERSON
COUNTY, ILLINOIS and Corrective Deed dated August 20, 1979 and
Recorded August 30, 1979 in Cabinet 2, Drawer T, Instrument No. 1530
in the office of the Recorder of JEFFERSON COUNTY, ILLINOIS and more
specifically described as follows, to-wit:

 

A part of the
Southwest Quarter of Section 26, Township 2 South, Range 2 East of the Third
Principal Meridian, JEFFERSON COUNTY, ILLINOIS, more particularly
described as follows: COMMENCING at a stone at the Southwest corner of said Section 26,
thence North 00 degrees 01 minutes 22 seconds East along the West line of said Section 26,
a distance of 2,641.82 feet, more or less, to a point, said point being the
Northwest corner of the Southwest Quarter of said Section 26 thence South
89 degrees 50 minutes 23 seconds East along the Northern Line of the Southwest
Quarter of said  Section 26, a distance of 50.00
feet to the POINT OF BEGINNING, continuing thence South 89 degrees 50 minutes
23 seconds East a distance of 1,373.31 feet to a concrete monument on the
westerly Right-of-Way line of Interstate 57; thence along a chord bearing and
distance, South 12 degrees 16 minutes 54 seconds East, 1,250.00 feet to an iron
pin, thence South 89 degrees 21 minutes 03 seconds West a distance of 350.00
feet to an iron pin, thence North 00 degrees 31 minutes 38 seconds West a
distance of 525.00 feet thence

 

	
   

  	
  Continued on next page

  

 

2

 

South 89 degrees 02
minutes 25 seconds West a distance of 1,284.87 feet to an iron pin set 50 feet
Easterly of the West line of said Southwest Quarter in Section 26; thence
North 00 degrees 01 minutes 22 seconds East along a line 50 feet Easterly of
and parallel to the said West line of said Southwest Quarter a distance of
725.12 feet to the POINT OF BEGINNING; containing in all 27.12 acres, mote or
less;

 

And further EXCEPT al
that part of all the above described real estate as conveyed to the City of Mt.
Vernon, Illinois for the sole purpose of constructing and maintaining a
permanent roadway for the use of the general public by Deed of Dedication dated
January 11, 1979 and recorded February 7, 1979 in Cabinet 2, Drawer S, Instrument
No. 1527 in the office of the Recorder of JEFFERSON COUNTY, Illinois
and more particularly described as follows, to-wit:

 

50 feet in even width,
off the West side of all that part of the Northwest Quarter of the Northwest
Quarter of Section 35, Township 2 South, Range 2 East of the Third
Principal Meridian, which lies North of Illinois Route 15 Right-of-Way as now
located, and also 50 feet in even width, off of the West side of the South Hall
of Section 26, Township 2 South, Range 2 East of the Third Principal
Meridian;

 

Also EXCEPT from all
the above described real estate an undivided one-half (1/2) interest in and to
the coal, oil, gas and other minerals underlying the surface thereof together
with the right to mine and remove the same as reserved in the Warranty Deed
dated August 28, 1969 and recorded August 28, 1969 in Cabinet 1, Drawer
E, Instrument No. 3273 in the office of the Recorder of Deeds of
JEFFERSON COUNTY, ILLINOIS from Gerald B. Metcalf, Ruth B. Metcalf, husband
and wife et. al. to Union Oil Company of California, a California Corporation;

 

And further except that
Parcel of land conveyed by Special Warranty Deed recorded December 16, 1994
in Cabinet 5, Drawer 2, Instrument No. 2977 from National Auto/Truck
Stops, Inc. to Darrell G. Jent and Shirley F. Jent more particularly described
as:

 

A part of the
Southwest Quarter of the Northwest Quarter of the Southwest Quarter of Section 26,
Township 2 South, Range 2 East of the Third Principal Meridian, JEFFERSON
COUNTY, ILLINOIS, being more particularly described as follows; Commencing
at an

 

	
   

  	
  Continued on next page

  

 

3

 

iron pin at the
Northwest Corner of said Southwest Quarter of the Northwest Quarter of the
Southwest Quarter; thence South 89 degrees 17 minutes 31 seconds East along the
North line of said Southwest Quarter of the Northwest Quarter of the Southwest
Quarter, a distance of 50.0 feet to an iron pin at the point of beginning; thence
continuing South 89 degrees 17 minutes 31 seconds East along said North line of
the Southwest Quarter of the Northwest Quarter of the Southwest Quarter, a
distance  of 622.47 feet to an iron. pin; thence South 00 degrees
40 minutes 26 seconds West along the East line of said Southwest Quarter of the
Northwest Quarter of the Southwest Quarter, a distance of 730.44 feet to an
iron pin; thence North 89 degrees 16 minutes 00 seconds West, a distance of
624.03 feet to a point on the East right-of-way line of a 50 foot roadway shown
by Deed of Dedication in Cabinet 2, Drawer S, Instrument No. 1527 in
the office of the Recorder of Deeds of Jefferson County, Illinois; thence
North 00 degrees 47 minutes 44 seconds East along the East right-of-way line of
said 50 foot roadway, a distance of 730.17 feet to the point of beginning
containing 10.449 acres.

 

And further except
that part of the premises in question as conveyed August 1, 1996 in
Cabinet 5, Drawer 5, Instrument No. 3914 in Corporate Warranty Deed
dated July 30, 1996 and recorded August 1, 1996 from National Auto/Truck
Stops, Inc. to the City of Mt. Vernon, Illinois more particularly
described as follows:

 

A part of the West 18
acres of Lot 5 in the North Half of the Northwest Quarter of Section 35, Township
2 South, Range 2 East of the Third Principal Meridian; all being situated in
JEFFERSON COUNTY, ILLINOIS and being more particularly described as
follows: Commencing at a stone at the Northwest corner of said Section 35;
thence South 89 degrees 23 minutes 51 seconds East 50 feet to the East line of a  50
foot dedicated roadway as recorded in Cabinet 2, Drawer S,  Instrument No. 1527 in the Office of
the Recorder of Deeds of Jefferson County also the Point of beginning. Thence
continuing South 89 degrees 23 minutes 51 seconds East 20 feet to a point; thence
South 00 degrees 28 minutes 44 seconds West 20 feet East of and parallel to the
East line of said dedicated roadway a distance of 515.44 feet to a point; thence
Southeasterly to a point lying 90 feet perpendicular distance northerly of the
survey centerline of relocated S.B.I. Route 15 at Station 505+02; thence
Southeasterly to a point lying 70 feet perpendicular distance

 

	
   

  	
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4

 

northerly of the survey
centerline of relocated S.B.I. Route 15 at Station 505+22; thence Southwesterly
along the North right-of-way line of relocated S.B.I. Route 15 to the
Intersection of the North right-of-way line of relocated S.B.I Route 15 with
the East line of said 50 foot dedicated roadway; thence North 00 degrees 28 minutes
44 seconds East along the East line of said
dedicated 50 foot roadway and parallel with the West line of said Section 35
a  distance
of 924.94:feet to the point of beginning containing 0.94 acres.

 

All of the above
situated in the COUNTY OF JEFFERSON AND STATE OF ILLINOIS.

 

All the above
described property described as follows:

 

A part Of the West
Half of the Southwest Quarter of the Southwest Quarter of Section 26, Township
2 South, Range 2 East of the Third Principal Meridian; a part of the West 18
Acres of Lot 5 in the North half of the Northwest Quarter of Section 35, Township
2 South, Range 2 East of the Third Principal Meridian, all being situated in
JEFFERSON COUNTY, ILLINOIS and being more particularly described as
follows: Commencing at a stone at the Southwest corner of said Section 26;
thence South 89 degrees 08 minutes 36 seconds East (Assumed Bearing) along the
South line of said Section 26; a distance of 50.00 feet to an iron pipe on
the East right-of-way line of Davidson (Variable width) Avenue and the point of
beginning of the tract of land herein described; thence North 00 degrees 47
minutes 44 seconds East along said Easterly right-of-way line, a distance of 1,262.80
feet to an iron pipe; thence South 89 degrees 16 minutes 02 seconds East and
leaving said right-of-way line, a distance of 624.03 feet to an iron pin on the
East line of said West Half of the Southwest Quarter of the Southwest Quarter
of said Section 26; thence South 00 degrees 40 minutes 25 seconds West
along said East line, a  distance of 1,264.15 feet to an  iron
pipe on the North line of said Section 35;
thence South 89degrees 23 minutes 51 seconds East along said  North line, a
distance of 219.89 feet (220 feet record) to an iron pin; thence South 00
degrees 54 minutes 11 seconds West along the East line of the West 18 acres of
said Lot 5 in the North Half of the Northwest Quarter of said Section 35, a
distance of 644.82 feet (644.87 feet record) to an iron pipe on the Northerly
right-of-way line of Broadway (Variable width) (A/K/A relocated State Bond
Issue Route 15 as recorded in Cabinet 1, Drawer B, Instrument No. 188
in the Jefferson County, Illinois,

 

	
   

  	
  Continued on next page

  

 

5

 

Recorder’s Records) being
on a 3,522.75 foot radius non tangent curve to the left having a chord 151.21 feet
in length bearing South 75 degrees 17 minutes 38 seconds West; thence
Southwesterly along said curve and Northerly right-of-way line an arc distance
of 151.21 feet to an iron pin; thence South 68 degrees 25 minutes 18 seconds
West along said Northerly right-of-way line a distance of 203.55 feet to an
iron pin; thence South 72 degrees 02 minutes 38 seconds West along said
Northerly right-of-way line a distance of 273.34 feet to an iron pipe at the
beginning of a 3,367.87 foot radius tangent curve to the right; thence Southwesterly
along said curve and Northerly right-of-way line, an arc distance of 103.15
feet to  an iron pin; thence North 60 degrees 28 minutes 25
seconds West along the Easterly right-of-way line of said Davidson Avenue, a
distance of 27.96 feet to an iron pin; thence North 16 degrees 04 minutes 16
seconds West along said Easterly right-of-way line, a distance of 369.25 feet
to an iron pipe; thence North 00 degrees 28 minutes 44 seconds East along said
Easterly right-of-way line, a distance of 515.44 feet to an iron pipe on the
said North line of Section 35; thence North 89 degrees 08 minutes 36
seconds West along said North section line, a distance of 20.00 feet to the
point of beginning, containing 1,413,432 square feet or 32.45 acres, more or
less. Situated in the COUNTY OF JEFFERSON STATE OF ILLINOIS.

 

6

 

A-43

 

	
   

  	
  3.030 Chicago North, IL

  
	
   

  	
  16650 Russell Rd.

  
	
   

  	
  P.O. Box 99

  
	
   

  	
  Russell, IL
  60075

  
	
   

  	
  (TCA Site
  No. 30 — Chicago North)

  

 

Legal
Description

 

PARCEL 1:

 

THE WEST HALF OF THE
NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 46 NORTH, RANGE 11, EAST OF THE
THIRD PRINCIPAL MERIDIAN, (EXCEPT THE NORTH 28 RODS 4 FEET 8 INCHES OF THE EAST
28 RODS 4 FEET 8 INCHES THEREOF) AND ( EXCEPT THAT PART THEREOF CONVEYED
BY JAMES STRAHAN AND GRACE STRAHAN, HIS WIFE, TO STEVE CACKOVIC AND PAULINE
CAKOVIC, HIS WIFE, BY WARRANTY DEED DATED MARCH 4, 1940 AND RECORDED MARCH 13,
1940 AS DOCUMENT NUMBER 474962; IN BOOK 458 OF DEEDS, PAGE 312, DESCRIBED AS
FOLLOWS:

 

COMMENCING AT THE
NORTHWEST CORNER OF SAID QUARTER SECTION AND RUNNING THENCE SOUTHERLY
ALONG THE CENTER OF U.S. HIGHWAY NO. 41, 240 FEET; THENCE EASTERLY PARALLEL
WITH THE NORTH LINE OF SAID SECTION 9, 160 FEET; THENCE NORTHERLY PARALLEL
WITH THE WEST LINE OF SAID SECTION 9, 240 FEET TO THE CENTER OF HIGHWAY 19;
THENCE WESTERLY ALONG THE CENTER OF COUNTY HIGHWAY 19 TO THE POINT OF BEGINNING)
AND (EXCEPT THAT PART CONDEMNED FOR TOLLROAD PURPOSES BY PROCEEDINGS HAD
IN THE CIRCUIT COURT AS GENERAL NO. 14808), LAKE COUNTY, ILLINOIS.

 

PARCEL 2:

 

THE NORTH 28 RODS, 4
FEET AND 8 INCHES OF THE EAST 28 RODS, 4 FEET 8 INCHES OF THE NORTHWEST QUARTER
OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 46 NORTH, RANGE 11, EAST
OF THE THIRD PRINCIPAL MERIDIAN (EXCEPT THE WEST 90 FEET OF THE NORTH 200 FEET THEREOF AND
EXCEPT THAT PART THEREOF CONDEMNED FOR HIGHWAY PURPOSED BY PROCEEDINGS HAD
IN THE COUNTY COURT OF LAKE COUNTY, ILLINOIS, AS CASE NO. 14808 ON
JUDGEMENT OF TAKING ENTERED MARCH 18, 1958), IN LAKE COUNTY, ILLINOIS.
ALSO ENCUMBERING THE FOLLOWING DESCRIBED LAND TO THE EXTENT NOT INCLUDED IN THE
AFOREDESCRIBED LAND:

 

THAT PART OF THE
WEST HALF OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 46 NORTH, RANGE 11, EAST OF
THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:

 

COMMENCING AT THE
NORTHWEST CORNER OF SAID NORTHEAST QUARTER; THENCE EASTERLY ALONG THE NORTH
LINE OF SAID NORTHEAST QUARTER A DISTANCE OF 160.0 FEET FOR THE POINT OF
BEGINNING; THENCE SOUTH 00 DEGREES 23 MINUTES 30 SECONDS WEST PARALLEL WITH THE
WEST LINE OF SAID NORTHEAST QUARTER, A DISTANCE OF 240.00 FEET; THENCE NORTH 89
DEGREES 54 MINUTES 59 SECONDS WEST PARALLEL WITH
THE NORTH LINE OF SAID NORTHEAST
QUARTER, A DISTANCE OF 97.13 FEET TO THE EASTERLY LINE OF U.S. ROUTE 41 AS DEDICATED BY DOCUMENT
NUMBER 406896; THENCE SOUTH 00 DEGREES 21 MINUTES 03 SECONDS WEST ALONG SAID
EASTERLY LINE, A DISTANCE OF 1726.29 FEET TO A POINT OF CURVE IN SAID EASTERLY
LINE; THENCE SOUTHERLY ALONG SAID EASTERLY LINE, BEING ALONG A CURVE TO THE
LEFT, HAVING A RADIUS OF 1557.28 FEET AND  BEING TANGENT TO THE LAST
DESCRIBED COURSE, A DISTANCE OF 697.40 FEET TO THE SOUTH LINE OF THE NORTHEAST
QUARTER OF SECTION 9, AS AFORESAID; THENCE SOUTH 89 DEGREES 52 MINUTES 45
SECONDS EAST ALONG SAID SOUTH LINE, A DISTANCE OF 822.50 FEET TO THE EASTERLY
LINE OF PROPERTY CONDEMNED FOR TOLLROAD PURPOSES BY PROCEEDINGS HAD IN THE
CIRCUIT COURT AS GENERAL NO. 14808; THENCE NORTH 13 DEGREES 09

 

1

 

MINUTES
42 SECONDS EAST ALONG SAID EASTERLY LINE, A DISTANCE OF 144.48 FEET TO A POINT
OF CURVE; THENCE CONTINUING ALONG SAID EASTERLY LINE, BEING ALONG A CURVE TO
THE LEFT, HAVING A RADIUS OF 5641.58 FEET AND A CHORD BEARING OF NORTH 06
DEGREES 46 MINUTES 49 SECONDS EAST, AN ARC DISTANCE OF 580.49 FEET TO A POINT
OF TANGENCY; THENCE NORTH 03 DEGREES 49 MINUTES 57 SECONDS EAST ALONG SAID
EASTERLY LINE, BEING TANGENT TO THE LAST DESCRIBED CURVE, A DISTANCE OF 590.78
FEET TO A POINT OF CURVE TO THE LEFT, HAVING A RADIUS OF 7500.44 FEET AND BEING
TANGENT TO THE LAST DESCRIBED COURSE, A DISTANCE OF 1136.46 FEET TO A JOG IN
SAID EASTERLY LINE; THENCE NORTH 89 DEGREES 54 MINUTES 59 SECONDS WEST ALONG
SAID LINE AND ALONG THE SOUTHERLY LINE OF PROPERTY DEDICATED BY DOCUMENT NUMBER
1002316, A DISTANCE OF 295.46 FEET TO THE WEST LINE OF PROPERTY DEDICATION
BEING ALSO THE WEST LINE OF THE EAST 28 RODS 4 FEET 8 INCHES OF THE WEST HALF
OF THE NORTHEAST QUARTER OF SECTION 9, AS AFORESAID:

 

THENCE NORTH 00 DEGREES 25 MINUTES 47 SECONDS
EAST, A DISTANCE OF 200.00 FEET TO THE NORTH LINE OF THE NORTHEAST QUARTER OF
SAID SECTION 9; THENCE NORTH 89 DEGREES 54 MINUTES 59 SECONDS WEST ALONG
SAID NORTH LINE, A DISTANCE OF 699.45 FEET TO THE POINT OF BEGINNING, ALL IN
LAKE COUNTY, ILLINOIS.

 

2

 

A-44

 

	
   

  	
  3.199 Troy, IL

  
	
   

  	
  819 Edwardsville Road

  
	
   

  	
  Troy, IL 62294

  
	
   

  	
  (TCA Site No. 199)

  

 

LEGAL DESCRIPTION

 

A tract of land in the Southwest Quarter of
Section 5, Township 3 North, Range 7 West of the Third Principal Meridian,
Madison County, Illinois, being more particularly described as follows:

 

Beginning at an iron rod at the Northeast
corner of the Southwest Quarter of the Southwest Quarter of Section 5;
thence South 88 degrees 25 minutes 28 seconds East (based on Grid North, Illinois
Slate Plane Coordinate System, West zone) along the North line of the Southeast
Quarter of the Southwest Quarter of Sections 5 a distance of 213.13 feet to an
iron rod; thence South 0 degrees 32 minutes 22 seconds West and parallel with
the West line or the Southeast Quarter of the Southwest Quarter of Sections a
distance of 1218.12 feet to an iron rod at the Northeast corner of that tract
conveyed to the State of Illinois by deed recorded In Book 3491 on
Page 198 of the Madison County records; thence North 88 degrees 45 minutes
08 seconds West along the North right of way line of F.A.U. Route 9396
(Illinois Route 162) 213.11 feet to the West line of the Southeast Quarter of
the Southwest Quarter of Section 5; thence North 0 degrees 32 minutes 22
seconds East along said West line 25.00 feet; thence North 88 degrees 45
minutes 08 seconds West along said North right of way line 165.03 feet to a
point located 100 feet right of highway station 11+60; thence North 31 degrees
29 minutes 15 seconds West along said North right of way line 166.43 feet to a
point located 240 feet right of highway station 12+50; thence North 43 degrees
23 minutes 25 seconds West 338.28 feet in a point in the East right of way line
of Federal Aid Route 190 (Interstate Route 55-70) located 405 feet left of
station 1347+50; thence North 33 degrees 45 minutes 58 seconds West 145.00 feet
to a point located 300 feet left of station 1346+50; thence North 19 degrees 42
minutes 59 seconds West 177.55 feet to a point located 205 feet left of station
1345+00; thence North 6 degrees 39 minutes 33 seconds West 105.95 feet to a
point located 170 feet left of station 1344+00; thence North 1 degrees 19
minutes 16 seconds East 101.98 feel to a point located 150 feet left of station
1343+00; thence North 12 degrees 37 minutes 52 seconds East along the East
right of way line of Federal Aid Route 190 a distance of 331.87 feet to an Iron
rod In the North line of the south 88 degrees 25 minutes 28 seconds East along
said North line 573.62 feat to the point or beginning, containing 19.98 acres
(870,135 square feet),

 

EXCEPTING THEREFROM that part conveyed to Louis
Buesking by Quit Claim Deed recorded July 15, 1999 in Book 4337
Page 1333, more particularly described as fellows:

 

Part of the Southwest Quarter of
Section 5, Township 3 North, Range 7 West of the Third Principal Meridian,
Madison County, Illinois, described as follows;

 

	
   

  	
  Continued on next page

  

 

1

 

CONTINUATION OF EXHIBIT “A”

 

Commencing at the Northeast corner of the
Northwest Quarter of said Southwest Quarter, thence, South 00 degrees 00
minutes 30 seconds East (bearing assumed) along the East line of said Northwest
Quarter of the Southwest Quarter, 1330.89 feet to the North line of the South
Half of said Southwest Quarter as surveyed by James E. Pauk dated
March 25, 1993, said point being the point of beginning; thence, N. 88
degrees 49 minutes 20 seconds West along said North line of the South Half of
the Southwest Quarter, 576.06 feet to the East R.O.W. line of U.S. Route 55-70
(F.A.R. 190); thence, South 12 degrees 18 minutes 18 seconds West along said
East R.O.W. line of U.S. Route 55-70 (F.A.R. 190), 2.15 feet to the existing
fence line; thence, South 88 degrees 14 minutes 15 seconds East along said
existing fence fine, 93.66 feet to a point which Is 50.2 feet South of the
Southwest corner of the existing Arrow truck building; thence, continuing along
said existing fence line, South 88 degrees 14 minutes 55 seconds East 80.70
feet to a point which is 51.2 feet South of the Southeast corner of said
existing Arrow Truck building; thence, continuing along said existing fence
line, South 88 degrees 14 minutes 55 seconds East 51.89 feet; thence continuing
along said existing fence line, South 88 degrees 45 minutes 11 seconds East,
63.79 feet; thence, South 89 degrees 30 minutes 52 seconds East, 286.51 feet to
an existing concrete monument; thence, North 00 degrees 00 minutes 30 seconds
West, 3.22 feet to the point of beginning.

 

Except coal, gas and other mineral rights
conveyed, excepted or reserved in prior conveyances.

 

Permanent Parcel
No. 09-1-22-05-00-000-009 Permanent Parcel
No. 09-1-22-05-00-000-009.001

 

2

 

A-45

 

	
   

  	
  3.102 Clayton, IN

  
	
   

  	
  10346 S. State Rd. 39

  
	
   

  	
  Clayton, IN 46118

  
	
   

  	
  (TCA Site No. 102)

  

 

Legal
Description

 

North Parcel

 

A part of the Northeast Quarter of
Section 35, Township 14 North, Range 1 West located in Liberty Township,
Hendricks County, Indiana, being bounded as follows:

 

Commencing at the northeast corner (railroad
spike found) of the Northeast Quarter of Section 35, Township 14 North,
Range 1 West, said point being South 89 degrees 54 minutes 15 seconds West
(assumed bearing) from the northeast corner (iron rod found) of the Northwest
Quarter of Section 36, Township 14 North, Range 1 West: thence South 00
degrees 10 minutes 53 seconds East 1036.86 feet on the along the east line of
said Northeast Quarter; thence South 89 degrees 58 minutes 48 seconds West
27.09 feet to 5/8” iron rod with cap, said point being on the northerly
right-of-way line of Interstate 70, said point also being the POINIT OF
BEGINNING of this description; (the following three (3) courses are on and
along the northerly right—of—way line of said Interstate 70) 1.) thence South
67 degrees 56 minutes 00 seconds West 86.86 feet to a 5/8” iron rod with cap;
2.) thence South 65 degrees 04 minutes 15 seconds West 400.50 feet to a 5/8”
iron rod with cap; 3.) thence South 67 degrees 56 minutes 00 seconds West
254.99 feet to a 5/8” iron rod with cap; thence North 00 degrees 06 minutes 26
seconds West 297.00 feet to a 5/8” iron rod with cap; thence North 89 degrees
58 minutes 48 seconds East 680.56 feet parallel with the north line of said
Northeast Quarter to the POINT OF BEGINNING.

 

South Parcel

 

A part of the west half of the Northwest
Quarter of Section 36, Township 14 North, Range 1 West, located in Liberty
Township, Hendricks County, Indiana, being bounded as follows:

 

Commencing at the northwest corner (railroad
spike found) of the Northwest Quarter of Section 36, Township 14 North,
Range 1 West, said point being South 89 degrees 54 minutes 15 seconds West
(assumed bearing) from the northeast corner (iron rod found) of said Northwest
Quarter, thence North 89 degrees 54 minutes 15 seconds East 1318.42 feet  to
the Northeast corner of the west half of said Northwest Quarter, said point
being collinear and equidistant from the northwest corner of the northeast
corner of said Northwest Quarter, thence south 00 degrees 21 minutes 30 seconds
East 2115.58 feet of and along the east line of the west half of said Northwest
Quarter; thence North 89 degrees 27 minutes 15 seconds West 20.00. feet to a 5/8” iron rod with cap, said point being the
POINT OF BEGINNING of this description; thence North 89 degrees 27 minutes 15
seconds West 450.00 feet to a 5/8” iron rod with cap; thence North 00 degrees
21 minutes 30 seconds West 365.13 feet parallel with the east line of the west
half of said Northwest Quarter to a 5/8” iron rod with cap; thence South 89
degrees 48 minutes 40 seconds West 210.48 feet to a 5/8” iron rod with cap;
thence North 38 degrees 09 minutes 09 seconds West 604.25 feet to the southerly
right—of—way line of Interstate 70, said point being 5/8”, iron rod with cap;
(the following three (3) courses are on and along the southerly right—of—way
line of Interstate 70, 1.) thence North 70 degrees 13 minutes 26 seconds East
49.16 feet to the point of curvature of a curve to the right, said point being North 19 degrees 46
minutes 34 seconds West 1819.86 feet from the radius point of said curve, said
point being 5/8” iron rod with cap; 2.) thence 616.78 feet on and along said
curve to the right to the point of tangency of said curve to the right, said
point being North 00 degrees 21 minutes 28 seconds West 1819.86 feet from the radius
point of said curve, said point being 5/8” iron road with cap; 3.) thence South

 

1

 

88 degrees 05 minutes 09 seconds East 252.18
feet to the westerly right – of – way line of State Road 39 approach to
Interstate 70, said point being a 5/8” iron rod with cap; (the following four (4) courses
are on and along the westerly right-of-way line of the State Road 39 approach
to Interstate 70), 1.) thence South 37 degrees 06 minutes 39 seconds East 62.40
feet to a 5/8” iron rod with cap; 2.) thence South 12 degrees 45 minutes 57
seconds East 255.98 feet to a 5/8” iron rod with cap; 3.) thence South 00
degrees 21 minutes 30 seconds East 169.13 feet parallel with the east line of
the west half of said Northwest Quarter to a 5/8” iron rod with cap; 4.) thence
North 89 degrees 27 minutes 15 seconds West 45.00 feet to the westerly access
right-of-way line of the State Road 39 approach to Interstate 70, said point
being a P K nail; (the following
four (4) courses are on and along the westerly access right-of-way line of
the State Road 39 approach to Interstate 70, 1.) thence South 00 degrees 21
minutes 30 seconds East 231.58 feet parallel with the east line of the west
half of said Northwest Quarter to a 5/8” iron rod with cap; 2.) thence North 89
degrees 38 minutes 30 seconds East 45.00 feet to a 5/8” iron rod with cap; 3.)
thence South 00 degrees 21 minutes 30 seconds. East 150.00 feet parallel with
the east line of the west half of said Northwest Quarter to a 5/8” iron rod
with cap; 4.)thence South 35 degrees 21 minutes 10 seconds East 61.03 feet to
the westerly right-of-way line of State Road 39, said point being a 5/8” iron
rod with cap; thence South 00 degrees 21 minutes 30 seconds East 60.20 feet on
and along the westerly right-of-way line of State Road 39 and parallel with the
east line of the west half of said Northwest Quarter to the POINT OF BEGINNING.

 

All of the above-described Parcels being the
same as follows: 

 

Parcel I

 

Part of the W 1/2 of the NW 1/4 of Section 36,
Township 14 North, Range 1 West, Hendricks County, Indiana, more
particularly described as Follows:

 

Commencing at the NE corner of said 1/2-1/4 Section; running thence South 0 degrees 21
minutes 30 seconds East and along the East line of said 1/2 - 1/4 Section 2115.68
feet; thence North 89 degrees 27 minutes 15 seconds West 20 feet to the
beginning point of the description, said point being on the West R/W line of
State Road 39; running thence North 89 degrees 27 minutes 15 seconds West 450
feet; thence North 0 degrees 21 minutes 30 seconds West 500.00 feet; Thence
North 89 degrees 27 minutes 15 seconds West 130.6 feet; thence North 27 degrees
06 minutes 30 seconds West 132 feet; thence North 00 degrees 21 minutes 30
seconds West 332.95 feet to the South R/W line of the Southwest ramp of I-70,
said R/W line being on a curve having a radius of 1819.86 feet and a Delta
angle of 6 degrees  14 minutes; thence and Easterly
direction along side R/W line 261.50 feet; thence South 88 degrees 05 minutes
10 seconds East and along said R/W line 252.20 feet to the westerly R/W line of
State Road 39 approach to I-70; thence South 37 degrees 08 minutes 30 seconds
East and along said R/W line 62.43 feet; thence South 12 degrees 46 minutes
East and along said R/W line 255.97 feet; thence South 00 degrees 21 minutes 30
seconds East and along said R/W line 169.13 feet; thence North 89 degrees 27
minutes 15 seconds West 45 feet to the Access R/W line of State Road 39
approach to I-70; thence South 00 degrees 21 minutes 30 seconds East and along
said R/W line 231.58 feet; thence South 89 degrees 38 minutes 30 seconds East
and along said R/W line 45 feet; thence South 0 degrees 21 minutes 30 seconds
East and along said R/W line 150 feet; thence South 35 degrees 21 minutes 10
seconds East and along said R/W line 61.03 feet to the West R/W line of State
Road 39; thence South 0 degrees 21 minutes 30 seconds East and along said R/W
line 69.68 feet to the point of beginning.

 

Parcel II

 

Part of the West half of the Northwest
Quarter of Section 36, Township 14 North, Range 1 West, Hendricks County, Indiana,
more particularly described as follows:

 

Commencing at the Northeast corner of said half
quarter section, running thence South 0 degrees 21 minutes 30 seconds East and
along the East line of said half quarter section 1615.68 feet; thence North 89
degrees 27 minutes 15 seconds West 470 feet to the beginning point of this
description; running thence South 0 degrees 21 minutes 30 seconds East 134.87
feet; thence South 89 degrees 48 minutes 40 seconds West 850.27 feet to the

 

2

 

West line of said half quarter section, thence
North 0 degrees 21 minutes 30 seconds West and along said West line 389.13 feet
to the Southerly right of way line on Interstate # 70; thence North 70 degrees
13 minutes 26 seconds East and along said right of way line 334.93 feet to the
P.C. of a curve to the right, said curve having a Delta of 11 degrees 11
minutes 04 seconds and a radius of 1819.86 feet; thence in a Northeasterly
direction along said curve and along said right of way line 355.25 feet; thence
South 0 degrees 21 minutes 30 seconds East 332.95 feet; thence South 27 degrees
06 minutes 30 seconds East 132 feet; thence South 89 degrees 27 minutes 15
seconds East 130.50 feet to the point of beginning.

 

Parcel III

 

Part of the Northeast Quarter of Section 35,
Township 14 North, Range 1 West, Hendricks County, Indiana, more
particularly described as follows:

 

Commencing at the Northeast corner of the West
half of the Northwest Quarter of Section 36, Township 14 North, Range 1
West, in said Hendricks County, running thence South 0 degrees 21 minutes 30
seconds East and along the East line of said half Quarter Section 1615.68
feet; thence North 89 degrees 27 minutes 15 seconds West 470 feet; thence South
0 degrees 21 minutes 30 seconds East 134.87 feet; thence South 89 degrees 48
minutes 40 seconds West 850.27 feet to the East line of the Northeast Quarter
of said Section 35, said point of being the beginning point of this
description; running thence South 89 degrees 48 minutes 40 seconds West 711.60
feet; thence North 0 degrees 01 minutes 15 seconds West 143.40 feet to the
Southerly right of way line of Interstate #70; thence North 67 degrees 56
minutes East and along said right of way line 358.95 feet; thence North 73
degrees 52 minutes 15 seconds East and along said right of way line 327.93 feet
thence North 70 degrees 13 minutes 26 seconds East and along said right of way
line 65.38 feet to the East line of the Northeast Quarter of said Section 35;  thence
South 0 degrees 21 minutes 30 seconds East along said East line 389.13 to the
point of beginning.

 

Parcel IV

 

Part of the Northeast Quarter of Section 35,
Township 14 North, Range 1 West, Hendricks County, Indiana, more
particularly described as follows:

 

Commencing at the Northeast corner of said
Quarter Section, running thence South 0 degrees 21 minutes 30 seconds East and
along the East line of said Quarter Section 1036.86feet; thence North 89
degrees 56 minutes West and parallel with the North line of said quarter Section,
40.58 feet to the Northerly right of way line of Interstate Highway No. 70,
said point being the beginning point of this description; running thence South
67 degrees 56 minutes West and along said right of way line 74.14 feet; thence
South 65 degrees 04 minutes 20 seconds West and along said right of way line
400.50 feet; thence South 67 degrees 56 minutes West and along said right of
way line 253.66 feet; thence North 0 degrees 01 minutes 15 seconds West 292.72
feet to a point 1036.86 feet South of the North line of said Quarter Section;
thence South 89 degrees 56 minutes East 667.07 feet to the point of beginning.

 

Exception

 

Part of the Northwest Quarter of Section 36
and the Northeast Quarter of Section 35, both in Township 14 North; Range
1 West, Hendricks County, Indiana, and more particularly described as
follows:

 

COMMENCING at the Northeast corner of the West
Half of the Northwest Quarter of said section 36, thence South 00 degrees 21
minutes 30 seconds East along the East line thereof a distance of 1744.52 feet,
thence South 89 degrees 48 minutes 40 seconds West 680.42 feet to the point of
beginning of the real estate described herein; continuing thence South 89
degrees 48 minutes 40 seconds West 1351.39 feet; thence North 00 degrees 20
minutes 06 seconds West 143.40 feet to a point on the Southerly right of way of
I-70; thence on the following three courses along said right of way; (1) North
67 degrees 56 minutes 00 seconds East 358.95 feet; (2) North 73

 

3

 

degrees 52 minutes 15 seconds East 327.93 feet;
(3) North 70 degrees 13 minutes 26 seconds East 346.27 feet; thence South
38 degrees 09 minutes 09 seconds East 613.01 feet, to the Point of Beginning.

 

4

 

A-46

 

	
   

  	
  3.010 Gary, IN

  
	
   

  	
  2510 Burr Street

  
	
   

  	
  P.O. Box 409

  
	
   

  	
  Gary, IN 46406

  
	
   

  	
  (TCA Site No. 10)

  

 

Legal
Description

 

Parcel 1:

 

The East 527.8 feet of the Northeast 1/4 of the
Southwest 1/4 of Section 13, Township 30 North, Range 9 West of the 2nd
P.M., in Lake County, Indiana except that part described as follows:

 

Part of the East 1/2 of the Northeast 1/4
of the Southwest 1/4 of Section 13, Township 36 North, Range 9 West of the
2nd P.M., described as commencing at a point on the Southeast corner of
the Northeast 1/4 of the Southwest 1/4 in said section 13, said point being
point of beginning; thence in a Westerly direction on the South 1/4 section line
of the East 1/2 of the Northeast 1/4 of the Southwest 1/4 of said section 13, a
distance of 527.8 feet; thence in a Northerly direction parallel to the West
line of the East 1/2 of the Northeast 1/4 of the Southwest 1/4 of said Section 13,
a distance of 256.3 feet; thence in a Northeasterly direction a distance of
12.5 feet to a point being 260 feet from the said South line of said Northeast
1/4 of the Southwest 1/4 measured at right angles; thence in a Northeasterly
direction a distance of 246.4 feet to a point being 300 feet from the East 1/4
section line of the Northeast 1/4 of the Southwest 1/4 of said section 13,
measured at right angles; thence in a Northeasterly direction a distance of
151.2 feet to a point being 215 feet from the said East line of said Northeast
1/4 of the Southwest 1/4 measured at right angles; thence in a Northeasterly
direction a distance of 211.5 feet to a point being 190 feet from the said East
line of said Northeast 1/4 of the Southwest 1/4 measured at right angles;
thence in an Easterly direction a distance of 105 feet to a point being 85 feet
from the said East line of said Northeast 1/4 of the Southwest 1/4 measured at
right angles; thence in a Northeasterly direction a distance of 382.9 feet to a
point being 30 feet from the said East line of said Northeast 1/4 of the
Southwest 1/4 measured at right angles; thence in an Easterly direction a
distance of 30 feet to a point; thence in a Southerly direction on the said
East property line a distance of 1089 feet to the point of beginning, also
except that part described as:

 

That part of the East 527.8 feet of the
Northeast 1/4 of the Southwest 1/4 of Section 13, Township 36 North, Range
9 West of the 2nd p.m., described as follows: Beginning at a point on the
East line of the Northeast 1/4 of the Southwest 1/4 of said section 13, 1089
feet North of the Southeast corner thereof; thence West along a line at right
angles to said East line a distance of 30 feet; thence in a Southwesterly
direction a distance of 332.9 feet to a point being 85 feet West of the East
line of said Northeast 1/4 of the Southwest 1/4 of section 13, measured a right
angles thereto; thence West along a line perpendicular to the East line of said
Northeast 1/4 of the Southwest 1/4 of section 13 a distance of 442.77 feet to
the West line of the East 527.8 feet of the Northeast 1/4 of the Southwest 1/4
of said section 13; thence North along the West line of the East 527.8 feet of
said Northeast 1/4 of the Southwest 1/4 of section 13 a distance of 610.88 feet
to the North line of the Northeast 1/4 of the Southwest 1/4 of section 13;
thence East along the North line of said Northeast 1/4 of the Southwest 1/4 a
distance of 527.8 feet to the Northeast corner thereof; thence South along the
East line of the Northeast 1/4 of the Southwest 1/4 of section 13 to the point
of beginning, in Lake County, Indiana

 

Parcel 2:

 

An irregular shaped parcel of land in the
Northeast 1/4 of the Southwest 1/4 of section 13, township 36 North, range 9
West of the 2nd p.m., Calumet Township, Lake County, Indiana
described as commencing at a point on the East line of said Northeast 1/4 of
the Southwest 1/4 (said East line being also the centerline of Burr Street)
1079.3 feet North of the Southeast corner of the Northeast 1/4 of the Southwest
1/4 of Section 13; thence West on a line which is parallel to and 240 feet
South of the North line of said Southwest 1/4 of section 13 (which North line
is also the centerline of 25th Avenue) a distance of 31.41 feet to the point of
beginning thence in a Southwesterly direction a distance of 373.10 feet to a
point being 85 feet West of the East line of said Northeast

 

1

 

1/4 of the Southwest 1/4 measured at right
angles thereto; thence West along a line perpendicular to the East line of said
Southwest 1/4 a distance of 15 feet; thence Northeasterly along a line parallel
to aforesaid 373.10 foot line 30.0 feet; thence East parallel to aforesaid 15
foot line 9.95 feet to a line that is parallel to and 5 feet from aforesaid
373.10 foot line; thence Northeasterly parallel to and 5 feet from aforesaid
373.10 foot line a distance of 279.26 feet to the intersection of a line that
is parallel to and 45 feet West of the East line said Northeast 1/4 of the
Southwest 1/4; thence North on said 45 foot parallel line 63.31 feet to the
South line of property conveyed to Humble Oil and Refining Company in deed
record 1326, page 192, in the Recorders Office of Lake County Indiana;
thence East along said Humble Oil and Refining Companys South property line
13.59 feet to the point of beginning.

 

Parcel 3:

 

A part of the Northeast 1/4 of the Southwest
1/4 of section 13, township 36 North, Range 9 West of the 2nd p.m., in
Calumet Township, Lake County, Indiana, described as beginning at the
Northeast corner of the Southwest 1/4 which is the interesection of the
centerline of 25th Avenue and the centerline of Burr Street; thence Westerly on
the North line of said Southwest 1/4 240 feet; thence Southerly parallel to the
East line of said Southwest 1/4 240 feet; thence Easterly parallel to the North
line of said Southwest 1/4 240 feet to the East line of said Southwest 1/4 said
point being 1079.3 feet North of the Southeast corner of said Northeast 1/4 of
the Southwest 1/4 as measured along the East line of said 1/4 1/4 section;
thence Northerly on the East line of said Southwest 1/4 240 feet to the point
of beginning, except therefrom the North 40 feet which is embraced in the right
of way of 25th Avenue, and except the East 40 feet thereof which is embraced in
the right of way of Burr Street.

 

Parcel 4:

 

The West 231.9 feet of the East 263.9 feet of
the West 791.7 feet of the Northeast 1/4 of the Southwest 1/4 of section 13,
township 36 North, range 9 West of the 2nd p.m., in Lake county, Indiana,
excepting therefrom a parcel described as follows:

 

Commencing at a point on the West line of said
tract 190.0 feet North of the Southwest corer of said tract; thence South 190.0
feet to said Southwest corner; thence East along the South line of said
Northeast 1/4 of the Southwest 1/4 231.9 feet to the Southeast corner of said
tract; thence North along the East line of said tract 248.0 feet; thence
Southwesterly 239.04 feet to the point of beginning, all in Lake County, Indiana

 

Parcel 5:

 

A parcel described as follows:

 

Commencing at the Southeasterly point of parcel
4 above; thence North 74.3 feet to the Northeast corner of parcel 4 above;
thence East 32 feet to a point, thence South 1074.3 feet to a point; thence
West to the point of beginning, all in the Northeast 1/4 of the Southwest 1/4
of section 13, township 36 North, range 9 West of the 2nd p.m., in Lake County, Indiana.

 

Parcel 6:

 

That part of the East 527.8 feet of the Northeast
1/4 of the Southwest 1/4 of section 13, township 36 North, range 9 West of the
2nd P.M., described as follows:

 

Beginning at a point on the East line of the Northeast
1/4 of the Southwest 1/4 of said section 13, 1089 feet North of the Southeast
corner thereof, thence West along a line at right angles to said East line a
distance of 30 feet; thence in a Southwesterly direction a distance of 382.9
feet to a point being 85 feet West of the East line of said Northeast 1/4 of
the Southwest 1/4 of section 13, measured at right angles thereto; thence West
along a line perpendicular to the East line of said Northeast 1/4 of the
Southwest 1/4 of section 13 a distance of 442.77 feet to the West line of the
East 527.8 feet of the Northeast 1/4 of the Southwest 1/4 of section 13; thence
North

 

2

 

along the West line of the East 527.9 feet of
said Northeast 1/4 of the Southwest 1/4 of section 13 a distance of 610.88 feet
to the North line of the Northeast 1/4 of the Southwest 1/4 of section 13;
thence East along the North line of said Northeast 1/4 of the Southwest 1/4 a
distance of 527.8 feet to the Northeast corner thereof; thence South along the
East line of the Northeast 1/4 of the Southwest 1/4 of section 13 to the point
of beginning, in Lake County, Indiana, except therefrom that part
described as:

 

A part of the Northeast 1/4 of the Southwest
1/4 of section 13, township 36 North, range 9 West of the 2nd p.m. in
Calumet Township, Lake County, Indiana, described as beginning at the
Northeast corner of the Southwest 1/4 which is the intersection of the center
line of 25th Avenue and the centerline of Burr Street; thence Westerly on the
North line of said Southwest 1/4 240 feet; thence Southerly parallel to the
East line of said Southwest 1/4 240 feet; thence Easterly parallel to the North
line of said Southwest 1/4 240 feet to the East line of said Southwest 1/4 said
point being 1079.3 feet North of the East line of said Southwest 1/4 240 feet
to the point of beginning, and also except therefrom that part described as
follows: an irregular shaped parcel of land in the northeast 1/4 of the
Southwest 1/4 of Section 13, township 36 North, Range 9 West of the 2nd P.M.
Calumet Township, Lake County, Indiana, described as commencing at a point
on the East line of said Northeast 1/4 of the Southwest 1/4 (said East line
being also the centerline of Burr Street) 1079.3 feet North of the Southeast
corner of the Northeast 1/4 of the Southwest 1/4 of Section 13; thence
West on a line which is parallel to and 240 feet south of the North line of
said Southwest 1/4 of section 13 (which North line is  also the center line
of 25th Avenue)
a distance of 31.41 feet to the point of beginning, thence in a Southwesterly
direction a distance of 373.10 feet to a point being 85 feet West of the East
line of said Northeast 1/4 of the Southwest 1/4 measured at right angles
thereto; thence West along a line perpendicular to the East line of said
Southwest 1/4 a distance of 15 feet; thence Northeasterly along a line parallel
to aforesaid 373.10 foot line 30.0 feet; thence East parallel to aforesaid 15
foot line 9.95 feet to a line that is parallel to and 5 feet from aforesaid
373.10 foot line thence Northeasterly parallel to and 5 feet from aforesaid
373.10 foot line a distance of 279.26 feet to the intersection of a line that
is parallel to and 45 feet West of the East line of said Northeast 1/4 of the
Southwest 1/4; thence North on said 45 foot parallel line 63.31 feet to the
South line of property conveyed to Humble Oil and Refining Company in Deed Record
1326, page 192, in the Recorder’s Office of Lake County, Indiana;
thence East along said Humble Oil and Refining Company’s South property line
13.59 feet to the place of beginning.

 

Parcel 7:

 

The South 1/2 of the West 527.8 feet of the
Northeast 1/4 of the Southwest 1/4 of section 13, township 36 North, range 9
West of the 2nd Principal Meridian, in Lake County, Indiana, except that
part lying south of the following described line: Commencing on the West line
of the aforesaid 1/4 1/4 199.0 feet North of the Southwest corner thereof,
thence East 33.0 feet parallel with the South line of said Northeast 1/4 of the
Southwest 1/4, thence Southeasterly 50.87 feet to a point 174.00 feet North of
said South line, thence Easterly 450.75 feet to a point on the East line of
said West 527.8 feet being 188.0 feet North of the South line of said Northeast
1/4 of the Southwest 1/4.

 

Parcel 8:

 

Lot 7 in Oak Gardens, as per plat thereof,
recorded in Plat Book 25, Page 49, in the Office of the Recorder of Lake
County, Indiana.

 

Parcel 9:

 

Lot 9 in Oak Gardens, as per plat thereof,
recorded in Plat Book 25, Page 49, in the Office of the Recorder of Lake
County, Indiana.

 

3

 

Parcel 10:

 

Lot 10 in Oak Gardens, as per plat thereof,
recorded in Plat Book 25, Page 49, in the Office of the Recorder of Lake
County, Indiana.

 

Parcel 11:

 

Lots 11 and 12 in Oak Gardens, as per plat
thereof, recorded in Plat Book 25, page 49, in the Office of the Recorder
of Lake County, Indiana

 

4

 

A-47

 

	
   

  	
  3.219 Lake Station, IN

  
	
   

  	
  1201 Ripley Street

  
	
   

  	
  Lake Station, IN 46405

  
	
   

  	
  (TCA Site No. 219)

  

 

Legal
Description

 

Parcel 1: Part of the West 1/2 of the
Northwest 1/4 of Section 9, Township 36 North, Range 7
West of the Second Principal Meridian, Lake County, Indiana, more
particularly described as follows: Commencing at the point of Intersection of
the Southerly line of the 150 foot wide Northern Indiana Public Service Company
Right-of-Way with the East line of the West 1/2 of the Northwest 1/4 of said Section 9;
thence south 00 degrees 04 Minutes East along the East line of the West 1/2 of the
Northwest 1/4 of said Section 9 a distance of 252.81
feet; thence South 89 Degrees 56 Minutes West, 268.43 feet to the Point of
Beginning of this described parcel; thence South 86 Degrees 26 Minutes West,
738.41 feet more or less to a point in the center line of Indiana State Road
51, which is 220 feet South of the South line of the 150 foot wide Northern
Indiana Public Service Company Right-of-way; thence South 00 Degrees 02 minutes
West, 299.08 feet; thence East at right angles, 306.72 feet; thence
Northeasterly with an interior angle of 140 degrees 00 Minutes for a distance
of 558.08 feet more or less to the point of beginning.

 

Parcel 2: Part of the West 1/2 of the
Northwest 1/4 Section and Township 36 North, Range 7,
West of the Second Principal Meridian, more particularly described as follows:
Commencing at a point on the center line of State Road 51 and 833.88 feet North
of the Southwest corner thereof; thence East at right angles a distance of
806.72 feet; thence Southeasterly with a deflection angle of 40 Degrees a
distance of 584.25 feet; thence East with a deflection angle of 40 Degrees a
distance of 260.56 feet more or less to the centerline of Burns Ditch; thence
Northeasterly along the center line of Burns Ditch to a point on the East line
of the West 1/2 of the Northwest 1/4 of said Section 9; thence North along the East line of the West 1/2 of the
Northwest 1/4 of said Section 9 a distance of 1221.41
feet more or less; thence West on a line at right angles to State Road 51 a
distance of 258.43 feet more or less to a point 734.23 feet East of the corner
line of said State Road 51; thence Southwesterly with a deflection angle of 40
degrees distance of 558.08 feet; thence West with a deflection angle  of
40 Degrees a distance of 306.72 feet to the center line of State Road 51;
thence South along the center line of State Road 51 a distance of 500 feet to
the Point of Beginning. Except therefrom that part, if any, lying Southeasterly
of the corner line of Burns Ditch, Lake County, Indiana.

 

 

A-48

 

	
   

  	
  3.220 Porter, IN

  
	
   

  	
  1600 West US Hwy 20

  
	
   

  	
  Porter, IN 46304

  
	
   

  	
  (TCA Site No. 220)

  

 

Legal Description

 

Parcel 1:

 

That part of Government Lot Number 4 in Section 34,
Township 37 North, Range 6 West of the Second Principal Meridian, in Porter
County, Indiana, Lot Number 4 being the Northwest Quarter of said Section 34,
South of the Indian Boundary Line; and that part of the Southwest Quarter of
said Section 34 lying South of the South right-of-way line of the New York
Central Railroad Company, and North of the center line of U.S. Highway Number
20, and being the East 348 feet by rectangular measurement of said  above described
parcels between North and South limits.

 

Less and Except

 

A tract of land in Government Lot 4 in the
Northwest 1/4 of Section 34, Township 37 North, Range 6 West of the Second
Principal Meridian, in Porter county, Indiana, said tract being located in
the Northwest corner of Parcel 2 as conveyed by L & G Truckers City, Inc.,
to Roadway Motor Plazas, Inc., in a corporate Warranty Deed dated January 9,1989,
and recorded in  the Office of the Recorder of
Porter County, Indiana, as Document Number 89-00569 on January 12,
1989, in Deed Record 394, Page 91, said tract described as follows:

 

Beginning at the Northwest corner of said
Parcel 2, said point of beginning being on the Southerly line of the Conrail right
of way, 1528.40 feet East of the West line of said Section 34 as measured
at right angles to said West line; thence South 82 degrees 08 minutes 07
seconds East, along said Southerly right of way line, 324 feet; thence South 65
degrees 09 minutes 54 seconds West, 353.96 feet to a point on the West line of
said Parcel 2, 193 feet South of the point of beginning; thence North 00
degrees 04 minutes 50 seconds East, along said West line and parallel with the
West line of said Section 34,193 feet to the point of beginning.

 

Parcel 2:

 

A parcel of land in the Northeast Quarter and
the Southeast Quarter of Section 34, Township 37 North, Range 6 West of
the Second Principal Meridian, in Porter County, Indiana, more
particularly described as follows: Commencing at the Northwest corner of the
Southeast Quarter of said Section 34, said point also being the Southwest
corner of the Northeast Quarter of said Section 34; thence North, along
the West line of said Northeast Quarter, 167.9 feet; thence South 50 degrees 49
minutes East, 32.59 feet to a line being parallel to and 25 feet East of the
West line of said Northeast Quarter; thence South, along said parallel line,
147.94 feet to the South line of said Southeast Quarter; thence continuing
South, along a line being parallel to and 25 feat East of the West line of the
Southeast Quarter of said Section 34, to the centerline of U.S. Highway
Number 20; thence Southwesterly, along said centerline, to its intersection
with the West line of said Southeast Quartet Section; thence North, along said
West line of said Southeast Quarter, 383.60 feet, more or less, to the point of
beginning.

 

Parcel 3:

 

A parcel of land in the Southwest Quarter of Section 34,
Township 37 North, Range 6 West of the Second Principal Meridian, in Porter
County, Indiana, being more particularly described as follows: Beginning
at a point located 1,528.40 feet East and 1,545.10 feet North of the Southwest
corner of said Southwest Quarter, said point also being on the North
right-of-way line of U.S. Road Number 20; thence North, parallel to the West
line of 

 

1

 

said Southwest Quarter, a distance of 809.50
feet; thence South 89 degrees 22 minutes East a distance of 398.32 feet; thence
South 00 degrees 02 minutes West a distance of 551.36 feet to the North
right-of-way line of U.S. Road Number 20; thence South 57 degrees 29 minutes
West, along said North right-of way line, a distance of 472.03 feet to the
point of beginning.

 

Parcel 4:

 

That part of Government Lot 4 in Section 34,
Township 37 North, Range 6 West of the Second Principal Meridian, in the Town
of Porter, Porter County, Indiana, (which is in the Northwest Quarter of
said Section 34 South of the Indian Boundary Line) and that part of the
Southwest Quarter of said Section 34 lying South of the right-of-way of
the New York Central Railroad and North of the center line of U.S. Highway
Number 20 and further being the West 312 feet of the East 660 feet of said
factions between above North and South limits.

 

Parcel 5:

 

A parcel of land in Section 34, Township
37 North, Range 6 West of the Second Principal Meridian, in Porter County, Indiana,
North of U.S. Highway Number 20 and South of the Penn-Central Railroad
right-of-way, more particularly described as follows: Beginning at a point
2354.6 feet North and 1528.4 feet East of the Southwest corner of Section 34,
Township 37 North, Range 6 West; thence Northerly parallel to the West line of
said Section 34, a distance of 315.71 feet to a pipe; thence continuing
Northerly parallel to said West line 678.91 feet to the South right-of-way line
of the Penn-central Railroad; thence Southeasterly bearing South 82 degrees 12
minutes 40 seconds East along said Penn-Central right-of-way, 463.57 feet;
thence Southerly bearing South 01 minute and 11 seconds East, a distance of
1446 feet to the North line of U.S. Highway Number 20; thence Southwesterly
along said North right-of-way line 73.97 feet thence Northerly along a line
parallel to said West line of Section 34, a distance of 551.36 feet;
thence Westerly bearing North 89 degrees 28 minutes West 398.32 feet to the
point of beginning;

 

ALL OF THE FOREGOING PARCELS BEING AND
INTENDING to be the same property as set forth on a survey dated May 4,
1999, made by John A. Doyle & Associates, Inc., and described as
follows:

 

A parcel of land in Section 34, Township
37 North, Rings 6 West of the Second Principal Meridian in the Town of Porter,
Porter County Indiana, comprising
a part of Government Lot 4 (said Lot 4 being the Northwest Quarter of said Section 34
South of the Indian Boundary Line) and those parts of the Northeast Quarter,
the Southeast Quarter, and the Southwest Quarter of said Section 34 lying
South of the South right-of-way line of the New York Central Railroad Company and
North of the North right-of-way line of U.S. Highway Number 20, and being more
particularly described as follows: Beginning at a point located 1,528.40 feet East
and 1,545.10
feet North of the Southwest corner of the Southwest Quarter of said Section 34,
said point of beginning being also on the North tight-of way line of U.S. Highway Number 20; thence North parallel
with the West line of said Southwest Quarter a distance of 1,804.12 feet to a
point in the South right-of-way line of the New York Central Railroad Company;
thence South 82 degrees 12 minutes 40 seconds East a distance of 1,129.75 feet
along said South right-of-way line to a point in the West line of the Northeast
Quarter of said Section 34; thence South along said West line to a point
which is 167.9 feet North of the Southwest corner of said Northwest Quarter and
551.5 feet North of the center line of U.S. Highway Number 20; thence South 50
degrees 49 minutes East a distance of 32.59 feet to a line parallel with and 25
feet East of the West line of said Northeast Quarter; thence South along said
parallel line a distance of 147.94 feet to the South line of said Northeast
Quarter; thence continuing South along a line parallel with and 25 feet East of
the West line of the Southeast Quarter of said Section 34 to the North
right-of-way line of U.S. Highway Number 20; thence Southwesterly along said
North right-of-way line to the point of beginning

 

2

 

AND EXCEPTING THEREFROM THE FOLLOWNG:

 

A tract of land in Government Lot 4 in the
Northwest 1/4 of Section 34, Township 37 North, Range 6 West of the Second
Principal Meridian, in Potter county, Indiana, said tract being located In
the Northwest corner of Parcel 2 as conveyed by L & G Truckers City, Inc.,
to Roadway Motor Plazas, Inc., in a corporate Warranty Deed dated January 9,
1989, and recorded in the Office of the Recorder of Porter County, Indiana,
as Document Number 89-00569 on January 12, 1989, in Deed Record 394, Page 91,
said tract described as follows;

 

Beginning at the Northwest corner of said
Parcel 2, said point of beginning being on the Southerly line of the Conrail
right of way, 1528.40 feet East of the West line of said Section 34 as
measured to a right angles to said West line; thence South 82 degrees 08
minutes 07 seconds East, along said Southerly right of way line, 324 feet;
thence South 65 degrees 09 minutes 54 seconds West, 353.96 feet to a point on
the West line of said Parcel 2,193 feet South of the point of beginning; thence
North 00 degrees 04 minutes 50 seconds East, along said West line and parallel
with the West line of said Section 34,193 feet to the point of beginning.

 

3

 

A-49

 

	
   

  	
  3.065 Seymour, IN

  
	
   

  	
  2636 E. Tipton Street

  
	
   

  	
  Seymour, IN 47274

  
	
   

  	
  (TCA Site No. 65)

  

 

Legal Description

 

A part of the
Southeast quarter of Section Fifteen (15), Township Six (6) North,
Range Six (6) East, more particularly described as follows: Commencing at
the Southeast corner of the section; thence along the East line of said
section, North 00 degrees 58 minutes 00 seconds East (an assumed bearing)
295.92 feet to a set P.K. nail at the point of beginning of this description;
thence along the North line of Commerce Park (a commercial subdivision in
Jackson County); South 89 degrees 42 minutes 59 seconds West 1339.24 feet to a
found iron pin on the West line of the Southeast quarter of the Southeast
quarter of Section 15; thence along said West line, North 01 degrees 49
minutes 58 seconds East, 363.00 feet to a found iron pin; thence continuing
North 01 degree, 49 minutes 58 seconds East, 424.78 feet to a set iron pin
on the Southerly right-of-way of a Frontage Road; thence along said
right-of-way the following courses: South 89 degrees 53 minutes 28 seconds
East, 403.65 feet to a set iron pin at a point of curvature; thence following
the arc of a 100 foot radius curve to the left, a true arc distance of 157.08
feet to a set drill hole at a point of tangent, said curve has a chord which is
141.42 feet in length and bears North 44 degrees 04 minutes 46 seconds East;
thence continuing along said right-of-way, North 01 degree 11 minutes 25
seconds West 14.38 feet to a set drill hole on the Southerly right-of-way of US
Highway 50; thence along said right-of-way the following courses: North 89
degrees 44 minutes 08 seconds East 122.12 feet to a set chiseled “X” in conc..
curb; thence North 80 degrees 03 minutes 05 seconds East 354.68 feet to a found
iron pin; thence leaving said

 

right-of-way, South
00 degrees 36 minutes 05 seconds West 300.13 feet to a found iron pin; thence
South 89 degrees 24 minutes 05 seconds East 355.04 feet to a set P.K. nail on
the East line of said Section 15; thence along said section line, South 00
degrees 58 minutes 00 seconds West, 291.07 feet to a set P.K. nail; thence
south 89 degrees 37 minutes 40 seconds West, 250.29 feet to a found iron pin;
thence South 00 degrees 53 minutes 10 seconds West 200.00 feet to a set iron
pin; thence North 89 degrees 37 minutes 40 seconds East 250.00 feet to a set P.K
nail on the East line of said Section 15; thence along said East line,
South 00 degrees 58 minutes 00 seconds West, 163.00 feet to the point of beginning,
containing 23.366 acres, more or less EXCEPTING THEREFROM a portion of the
above described parcel the following: A part of the Southeast quarter of
Section Fifteen (15), Township Six (6) North, Range Six (6) East, more
particularly described as follows: Commencing at the Southeast corner of said section;
thence along the East line of said section, North 00 degrees 58 minutes 00
seconds East (as assumed bearing), 295.92 feet to a P.K. nail set; thence along
the North line of Commerce Park (a commercial subdivision in Jackson County),
South 89 degrees 42 minutes 59 seconds West 853.24 feet, the point of beginning
of this description; thence continuing along the North line of Commerce Park,
South 89 degrees 42 minutes 59 seconds West 486.00 feet to an iron pin on the
West line of the Southeast quarter of the Southeast quarter of said Section 15;
thence along said West line, North 01 degree 49 minutes 58 seconds East 787.78
feet to an iron pin on the Southerly right-of-way of a frontage road; thence
along said right-of-way South 89 degrees 53 minutes 28 seconds East 348.50 feet
to a point on the said Southerly right-of-way; thence South 05 degrees 56
minutes 32 seconds East 146.91 feet to a point; thence South 76 degrees 25
minutes 28 seconds West 62.58 feet to a point; thence South 06 degrees 12
minutes 00 seconds East, 242.80 feet to a point; thence North 89 degrees 43
minutes 00 seconds East 143.17 feet to a point; thence South 01 degree 42
minutes 59 seconds West 382.99 feet to the point of beginning, containing
322,078.7215 square feet, 7.3939 acres, more or less.

 

 

A-50

 

	
   

  	
  3.173 Whitestown, IN

  
	
   

  	
  5930 E. State Road 334

  
	
   

  	
  Whitestown, IN 46075

  
	
   

  	
  (TCA Site No. 173)

  

 

Legal
Description

 

All that certain real property located in the
County of Boone, State of Indiana, more particularly described as follows:

 

A part of the Northeast Quarter of Section 1,
Township 17 North, Range I East, Perry Township, Boone County, Indiana,
being bounded as follows:

 

Commencing at the Southeast corner of the
Northeast Quarter of Section 1, Township 17 North, Range I East, said
point being North 85 degrees 03 minutes 37 seconds East 2,604.50 feet from the
Southwest corner (PK nail found at the Boone County Surveyor’s referenced
location) of said Northeast Quarter, said point also being South 01 degree 03
minutes 36 seconds West 2,698.00 feet from the Northeast corner (stone found at
the Boone County Surveyor’s referenced location) of said Northeast Quarter;
thence North 01 degree 03 minutes 36 seconds East 181.07 feet on and along the
east line of said Northeast Quarter, thence South 88 degrees 03 minutes 37
seconds West 6.25 feet parallel with the south line of said Northeast Quarter
to the Point of Beginning of this description, said point being an 5/8” Iron
rod with cap, said point being previously described in Deed Record 184, Page 636
as being on the East line of said Northeast Quarter, said point also being on
the northerly right-of-way line of the State Road 334 approach to 1-65 (the
next five courses are in and along said right-of-way line); 1.) thence South 62
degrees 05 minutes 24 seconds West 180.45 feet to a 5/8” Iron rod with cap (0.4
feet, more or less, Northwest of an existing right-of-way marker); 2.) thence
South 73 degrees 09 minutes 10 seconds West 192.43 feet to 5/8” iron rod with
cap (6.4 feet, more or less, East of an existing right-of-way, marker), said
point being on a curve to the right, said point also being South 09 degrees 52
minutes 46 seconds East 1,383.88 feet from the radius point of said curve; 3.)
thence westerly 244.66 feet on and along said curve to the right to the point
of tangency, said point being a 5/8” iron rod with cap (0.10 feet, more or less,
East of an existing right-of-way marker), said point also being South 00
degrees 15 minutes 00 seconds West 1,383.88 feet from the radius point of said
curve; 4.) thence North 89 degrees 45 minutes 00 seconds West 146.50 feet to a
5/8” iron rod with cap; 5.) thence North 66 degrees 17 minutes 50 seconds West
108.73 feet to a 5/8” iron rod with cap. (0.3 feet, more or less, East of an existing
right-of-way marker, said point also being on the easterly right-of-way line of
Old State Road 52 (Lakeview Drive) (the next three courses are on and along
said right-of-way line); 1.) thence North 34 degrees 59 minutes 00 seconds West
71.58 feet to a 5/8” iron rod with cap; 2.) thence North 35 degrees 23 minutes
00 seconds West 179.72 feet to a 5/8” iron rod with cap, said point also being
the point of curvature of a curve to the left, said point being North 54
degrees 37 minutes 00 seconds East 8,595.59 feet from the radius point of said
curve; 3.) thence Northwesterly 523.65 feet on and along said curve to a 5/8”
iron rod with cap (3.0 feet, more or less, south and 4.5 feet, more or less,
east on an existing iron rod with Carl Anderson cap), said point being North 51
degrees 07 minutes 34 seconds East 8,595.59 feet from the radius point of said
curve; thence North 00 degrees 10 minutes 00 seconds East 1,489.50 feet to an
iron rod, said point, also being on the Southwesterly right-of-way line of
Interstate 65 (the next three courses are on and along said right-of-way line);
1.) thence South 43 degrees 27 minutes 00 seconds West 1,419.17 feet to a 5/8”
iron rod with cap (0.8 feet, more or less, east of an existing right-of-way
marker); 2.) thence South 40 degrees 30 minutes 00 seconds East 200.00 feet to
a 5/8” iron rod with cap (0.4 feet, more or less, East of an existing
right-of-way marker; 3.) thence South 26 degrees 43 minutes 40 seconds East
422.40 feet to a 5/8” iron rod with cap (0.38 feet, more or less, North and
1.64 feet, more or less, west of an existing 1/2” iron rod); said point being
South 88 degrees 03 minutes 32 seconds West 8.54 feet from the East line of
said Northeast Quarter; thence South 00 degrees 46 minutes 00 seconds West
436.24 feet to the POINT OF BEGINNING. Containing 38.85 acres, more or less,
being subject to all applicable easements and rights-of-way of record.

 

All of the above described land being the same
as follows:

 

1

 

Part of the Northeast Quarter of Section 1,
Township 17 North, Range I East, Boone County, Indiana, more particularly
described as follows:

 

Commencing at the Southeast corner of said 114 Section running
thence North 0 degrees 46 minutes East and along the East line of said 114 Section 212.50
feet to the beginning point of this description, said point being on the
Northerly right of way line of State Road 334 approach to 1-65; (the next five
courses being along said RIW line); thence South 62 degrees 08 minutes 24
seconds West 180.45 feet; thence South 73 degrees 09 minutes 10 seconds West
192.43 feet to a point on a curve to the right, said curve having a radius of
1,383.88 feet; thence Westerly along said curve 244.66 feet to the P.T. of said
curve; thence North 89 degrees 45 minutes West 146.50 feet; thence North 66
degrees 17 minutes 50 seconds West 108.73 feet to the Easterly R/W line of
State Road 52; (the next three courses being along said R/W Line running thence
North 34 degrees 69 minutes West 71.58 feet; North 35 degrees 23 minutes West
179.72 feet to the P.C. of a curve to the left, said curve having a radius of
8,595.59 feet; thence in a Northwesterly direction along said curve 523.66
feet; thence North 0 degrees 10 minutes East 1,489.50 feet to the Southwesterly
R/W line of 1-65; (the next three courses being along said R/W Line); running
thence South 43 degrees 27 minutes East 1419.17 feet; thence South 40 degrees
30 minutes East 200 feet; thence South 26 degrees 43 minutes 40 seconds East
422.40 feet to the East line of said 1/4 Section; thence South 0 degrees 46 minutes
West and along said East Line 436.24 feet to the point of beginning.

 

2

 

A-51

 

	
   

  	
  3.066 Council Bluffs, IA

  
	
   

  	
  3210 South 7th Street

  
	
   

  	
  Council Bluffs, IA 51501

  
	
   

  	
  (TCA Site No. 66)

  

 

That part of the NW 1/4 of
Section 12, Township 74, Range 44, described as follows: 

 

Commencing at the Southeast
corner of the NW 1/4 of said Section 12; thence North 1317.5 feet; thence S
89 degrees 23 minutes 20 seconds W 631.8 feet to the point of beginning;
thence S 89 degrees 23 minutes 20 seconds W 1091.8 feet; thence S 00 degrees 04
minutes E 260 feet; thence N 89 degrees 23 minutes 20 seconds E 1275.8 feet;
thence N 35 degrees 37 minutes 20 seconds W 316.8 feet to the point of beginning;
except that part described as follows: The South 20 feet of the West 276.0 feet of the East 378.0 feet and the
East 102 feet, as measured along the South line of subject property.

 

AND

 

Part of the W 1/2 NE 1/4
NW I/4 of Section 12, Township 74, Range 44, Pottawattamie County, Iowa,
more particularly described as follows:

 

Commencing at the Northwest corner
of the W 1/2 NE 1/4 NW 1/4 of the said Section 12, and running thence
South along the West line of the said W 1/2 NE 1/4 NW 1/4 a distance of 687.75 feet
to the point of beginning, thence South along the same line 623.25 feet; thence
N 89 degrees 39 minutes E 592.0 feet, thence N 1 degree 17 minutes W 153.8
feet, thence N 35 degrees 28
minutes W 149.8 feet, thence Northwesterly 396.14 feet along a 1970 foot radius
curve whose 395.88 foot chord bears 29 degrees 42 minutes W, thence West 305.48
feet to the point of beginning, Pottawattamie County, Iowa.

 

ALSO DESCRIBED AS FOLLOWS:

 

COMPOSITE LEGAL DESCRIPTION:

 

Parts
of the SW 1/4 NW  1/4; SE 1/4 NW 1/4 and NE 1/4 NW 1/4 all in
Section 12, Township 74, Range 44, City of Council Bluffs, Pottawattamie
County, Iowa (lying North of 32nd Avenue and between South 7th Street and 9th
Street), described as follows:

 

Commencing at the Southeast corner
NW 1/4 of said Section 12, thence along the East line NW 1/4 North 1317.5 feet
(deed call), thence S 89 degrees 23 minutes 20 seconds W 631.80 feet to the
Westerly R.O.W. of South 7th Street and the point of beginning, thence along
said R.O.W. S 35 degrees 37 minutes 20 seconds E 165.08 feet, thence along the
West line of an exception parcel S 0 degrees
09 minutes 49 seconds E 74.11 feet to a point of curvature, thence
Southwesterly on a 50.41 foot radius curve to the right an arc length of 78.79
feet (chord S 44 degrees 36 minutes 50 seconds W 71.01 feet) to the North
R.O.W. of 32nd Avenue, thence along said R.O.W. S 89 degrees 23 minutes 16
seconds W 1138.33 feet to the East R.O.W. of South 9th Street, thence along
said R.O.W. N 0 degrees 03 minutes 32 seconds W 259.35 feet (Deed = N 0 degrees
04 minutes W 260 feet), thence N 89 degrees 23 minutes 20 seconds E 400.31 feet
(Deed = 400.0 feet), thence N 0 degrees 04 minutes 06 seconds W 623.92 feet
(Deed = North 623.26
feet), thence N 89 degrees 45 minutes 44 seconds E 305.55 feet (Deed = East
305.48 feet) to the Westerly R.O.W. of South 7th Street in a curve, thence
Southeasterly on a 1970.00 foot radius curve to the left concave Northeasterly
an arc distance of 396.62 feet with a chord bearing S 29 degrees 50 minutes 29
seconds E 395.95 feet (Deed = 396.14 feet and a chord of S 29 degrees 42
minutes E 395.88 feet), thence S 35 degrees 24 minutes 48 seconds E 149.77 feet
(Deed = S 35 degrees 28 minutes E 149.8 feet), thence S 1 degree 15 minutes 00
seconds E 153.40 feet (Deed = S 1 degree 17 minutes E 153.8 feet), thence N 89
degrees 23 minutes 20 seconds E 99.80 feet to the point of beginning. 

 

Bearings are based upon an
original deed assuming the East line NW 1/4 Section 12, Township 74, Range
44 is bearing North-South. 

 

 

EXHIBIT A  (Cont.)

 

EXCEPT THE FOLLOWING DESCRIBED
PARCELS A and B:

 

Parcel A:

 

Part of the SW1/4 NW1/4 in
Section 12 Township 74 North Range44 West of the 5th P.M, City of Council
Bluffs, Pottawattamie County, Iowa; described as follows;

 

Commencing at the southeast
corner NW 1/4 of said Section 12, thence along the East line NW 1/4 North
1317.5 feet (deed call), thence S 89 degrees 23 minutes 20 seconds W 631.80 feet  to
the westerly right of way of South 7th Street, thence along said right of way S
35 degrees 37 minutes 20 seconds E 165.08 feet, thence S 0 degrees 09 minutes
49 seconds E 74.11 feet to a point of curvature, thence Southwesterly on a
50.41 foot radius curve to the right an arc length of 78.79 feet (chord bears S
44 degrees 36 minutes 50 seconds W 71.01 feet) to the North right of way of
32nd Avenue, thence along said right of way S 89 degrees 23 minutes 16 seconds
W 737.98 feet to the point of beginning on the East line of the SW 1/4 NW 1/4 In
Section 12-74-44, thence continue on north right of way of 32nd Avenue S
89 degrees 23 minutes 16 seconds W 400.35 feet to the East right of way of
South 9th Street, thence along said right of way N 0 degrees 03 minutes 32
seconds W 259.35 feet (deed N 0 degrees 04 minutes W 260 feet), thence N 89 degrees
23 minutes 20 seconds E 400.31 feet (deed = 400.0 feet) to the Northeast Corner of the SW 1/4 NW
1/4, thence along the East line of the SW 1/4 NW1/4 S 0 degrees 04 minutes 06
seconds E 259.34 feet to the point of beginning.

 

Note:  Bearings for the above Parcel A description
are assumed and based on a survey by Kenny’s Surveying for the National Auto/Truck
Stop dated 1/25/93.

 

Parcel B:

 

Part of the Northeast Quarter of the Northwest Quarter and
the Southeast Quarter of the Northwest Quarter of Section 12, Township 74
North, Range 44 West of the 5th P.M., Pottawattamie County, Iowa, more particularly
described as follows: Commencing at the Southeast corner of the Northwest
Quarter of said Section 12; thence North 0 degrees 00 minutes 00 seconds East
1,663.98 feet; thence South 89 degrees 42 minutes 08 seconds West 872.64 feet
to the point of beginning; thence South 89 degrees 42 minutes 08 seconds West
451.50 feet; thence North 0 degrees 04 minutes 06 seconds West 270.00 feet;
thence North 89 degrees 47 minutes 47 seconds East 305.61 feet; thence along a
1970.00 foot radius curve to the left an arc length of 306.25 feet, with a
chord of South 28 degrees 32 minutes 51 seconds East 305.94 feet to the point
of beginning. Note: The East line of the Northwest Quarter of Section 12,
Township 74 North, Range 44 West is assumed to bear North 0 degrees 00 minutes
00 seconds East.

 

 

A-52

 

	
   

  	
  3.093 Florence, KY

  
	
   

  	
  7777 Burlington Pike

  
	
   

  	
  Florence, KY 41042

  
	
   

  	
  (TCA Site No. 93)

  

 

Legal
Description

 

PARCEL
1:  LOCATED GENERALLY IN PRECINCT #4 OF
THE CITY OF FLORENCE, BOONE COUNTY, KENTUCKY, ON THE SOUTHEAST CORNER OF THE
INTERSECTION OF RELOCATED TANNER’S LANE (SERVICE ROAD #1 AND KENTUCKY
HIGHWAY 318 AND DESCRIBED PARTICULARLY BY METES AND BOUNDS THUS: BEGINNING AT
THE INTERSECTION OF THE SOUTH RIGHT OF WAY LINE (76 FEET FROM CENTERLINE)
OF KENTUCKY STATE HIGHWAY #18 WITH THE EAST RIGHT OF WAY LINE (25 FEET FROM
CENTERLINE) OF THE RELOCATED PORTION OF TANNER’S LANE; THENCE ALONG SAID LINE
OF SAID STATE HIGHWAY SOUTH 81 DEGREES 47’ 30” EAST, 118.49 FEET; SOUTH 88
DEGREES 10’ 20” EAST,  238.72 FEET TO A POINT THEREIN;
THENCE LEAVING SAID HIGHWAY AND RUNNING WITH LINES OF THE ORIGINAL SCHREIVER 16.75
ACRE TRACT, SOUTH 2 DEGREES 53’ 30” EAST, 306.13 FEET; SOUTH 88 DEGREES 54’ 00”
EAST, 323.00 FEET; SOUTH 83 DEGREES 29’ 00” EAST, 115.23 FEET; SOUTH 43 DEGREES
7’ 30” WEST 672.00 FEET; SOUTH 46 DEGREES 31’ 50” WEST, 565.72 FEET TO A POINT
IN THE EAST RIGHT OF WAY LINE OF TANNER’S LANE; THENCE ALONG AND WITH SAID
RIGHT OF WAY LINE (25 FEET FROM CENTERLINE) WITH TANGENTS OF CURVES THEREIN,
NORTH 44 DEGREES 24’ 50” WEST, 167.38 FEET; NORTH 37 DEGREES 16’ 00” WEST,
234.22 FEET; NORTH 7 DEGREES 6’ 15” WEST, 143.12 FEET; NORTH 17 DEGREES 49’ 00”
EAST, 538.44 FEET TO A POINT IN THE SAID EAST RIGHT OF WAY LINE OF TANNER’S
LANE; NORTH 32 DEGREES 00’ 00” EAST, 326.46 FEET TO THE PLACE OF BEGINNING.

 

LESS
AND EXCEPTING THAT PORTION OF
THE PREMISES CONVEYED TO THE CITY OF FLORENCE IN HIGHWAY DEED BOOK 7 PAGE 638
AND TO QUEEN CITY SELF STORAGE IN DEED BOOK 301 PAGE 40.

 

PARCEL
II: LOCATED GENERALLY IN THE CITY OF FLORENCE, BOONE COUNTY, KENTUCKY, SOUTH OF
KENTUCKY HIGHWAY NO. 18 AND APPROXIMATELY 1,000 FEET EAST OF THE CENTERLINE OF
INTERSTATE HIGHWAY NO. 75 AND DESCRIBED PARTICULARLY THUS; BEGINNING AT AN IRON
PIN THE NORTHEAST CORNER OF THE ORIGINAL RAY HANSER LOT (DEED BOOK 153, PAGE
222 BOONE COUNTY CLERK’S RECORDS) WHICH IS SOUTH 81 DEGREES 7’ 30” EAST 118.49
FEET, SOUTH 86 DEGREES 10’ 20” EAST 238.72 FEET, NORTH 2 DEGREES 53’ 30” WEST
25 FEET, SOUTH 86 DEGREES 54’ 40” EAST 39.37 FEET, SOUTH 2 DEGREES 54’ 55” EAST
162.70 FEET FROM THE INTERSECTION OF THE SOUTH RIGHT OF WAY LINE OF
KENTUCKY HIGHWAY NO. 18 REVISED WITH THE EAST RIGHT OF WAY LINE OF SERVICES
ROAD NO. 10 AND I-75; THENCE
WITH THE SOUTH LINE OF THE PROPERTY OF IPHIGENE NORTH 89 DEGREES 41’ 00” EAST
202.20 FEET TO AN IRON PIN ON
THE NORTHEAST CORNER OF SAID RAY HANSER LOT; THENCE WITH THE WEST LINE OF THE
PROPERTY OF TINNIE LAND, SOUTH 0 DEGREES 57’ 00” EAST 84.66 FEET TO AN IRON PIN
THE NORTHEAST CORNER OF THE FLOYD
WILCOXEN LOT; THENCE WITH THE NORTH LINE OF SAID LOT SOUTH 88 DEGREES 34’ 20”
WEST 199.36 FEET TO AN IRON PIN THE NORTHWEST CORNER OF SAID WILCOXEN LOT IN
THE EAST LINE OF A STRIP OF LAND JOINTLY OWNED BY RAY HANSER AND FLOYD WILCOXEN
WHICH IS DESIGNATED FOR ACCESS; THENCE THEREWITH NORTH 2 DEGREES 46’ 55” WEST
88.60 FEET TO THE PLACE OF BEGINNING, CONTAINING 0.398 ACRES, MORE OR LESS.

 

ALSO:
LOCATED GENERALLY IN THE CITY OF FLORENCE, BOONE COUNTY, KENTUCKY SOUTH OF
KENTUCKY HIGHWAY NO. 18 AND APPROXIMATELY 1,000 FEET EAST OF THE CENTERLINE OF
INTERSTATE HIGHWAY NO. 75 AND DESCRIBED PARTICULARLY THUS; BEGINNING AT AN IRON
PIN THE NORTHWEST CORNER OF THE ORIGINAL FLOYD WILCOXEN LOT WHICH IS SOUTH 81
DEGREES 47’ 30” EAST, 118.49 FEET, SOUTH 86 DEGREES 10’ 20” EAST 238.72 FEET,
NORTH 2 DEGREES 63’ 30” WEST 25 FEET, SOUTH 86 DEGREES 54’ 40” EAST 39.37 FEET,
SOUTH 2 DEGREES 54’ 55” EAST 162.70 FEET, SOUTH 2 DEGREES 46’ 55” EAST 88.60
FEET FROM THE

 

 

INTERSECTION OF THE SOUTH
RIGHT OF WAY LINE OF KENTUCKY HIGHWAY NO. 18 REVISED WITH THE EAST RIGHT OF WAY
LINE OF SERVICE ROAD NO. 10 AND I-75; THENCE WITH THE COMMON LINE OF THE
PROPERTIES OF SAID HANSER AND SAID WILCOXEN NORTH 88 DEGREES 34’ 20” EAST 199.36
FEET TO AN IRON PIN THE NORTHEAST CORNER OF THE ORIGINAL FLOYD WILCOXEN LOT;
THENCE WITH THE WEST LINE OF THE TINNIE LAND PROPERTY SOUTH 0 DEGREES 57’ 00”
EAST 87.31 FEET OR SUFFICIENT TO REACH THE NORTH LINE OF THE PROPERTY OF THE
PURE OIL COMPANY; THENCE THEREWITH NORTH 88 DEGREES 54’ 00” WEST 196.96 FEET TO
AN IRON PIN THE ORIGINAL SOUTHWEST CORNER OF THE FLOYD WILCOXEN LOT IN SAID
LINE OF SAID PURE OIL COMPANY LAND; THENCE WITH THE EAST LINE OF A STRIP OF
LAND DESIGNATED AND OWNED BY SAID WILCOXEN AND SAID HANSER FOR ACCESS PURPOSES
NORTH 2 DEGREES 46’ 55” WEST 78.54 FEET TO THE PLACE OF BEGINNING, CONTAINING
0.377 ACRES MORE OR LESS.

 

ALSO: LOCATED GENERALLY IN THE
CITY OF FLORENCE BOONE COUNTY, KENTUCKY ON THE SOUTH SIDE OF KENTUCKY HIGHWAY
NO. 18 AND APPROXIMATELY 1,000 FEET EAST OF THE CENTERLINE OF INTERSTATE
HIGHWAY NO. 75 AND DESCRIBED PARTICULARLY THUS; BEGINNING AT AN IRON PIN ON THE
INTERSECTION OF THE NORTHWARD PROJECTION OF THE WEST LINE OF THE PROPERTY
OF THE PURE OIL COMPANY WITH THE SOUTH RIGHT OF WAY LINE (50 FEET FROM
CENTERLINE) OF KENTUCKY HIGHWAY NO. 18 REVISED AND RELOCATED WHICH IS SOUTH 81
DEGREES 47’ 30” EAST 118.49 FEET, SOUTH 86 DEGREES 10’ 20” EAST 238.72 FEET,
NORTH 2 DEGREES 53’ 30” WEST 25 FEET FROM THE INTERSECTION OF THE SOUTH LINE
OF KY. RT. 18 REVISED WITH THE EAST RIGHT OF WAY LINE OF SERVICE ROAD NO. 10
AND I-75; THENCE WITH SAID SOUTH LINE 86 DEGREES 54’ 40” EAST 39.37 FEET TO AN
IRON PIN A CORNER WITH THE PROPERTY OF IPHIGENE BETTMAN; THENCE WITH THE WEST LINE
OF SAID BETTMAN PROPERTY SOUTH 2 DEGREES 54’ 55” EAST 162.70 FEET TO AN IRON
PIN THE NORTHEAST CORNER OF THE RAY HANSER ET AL PROPERTY; THENCE WITH THE WEST LINE TO THE PROPERTY OF SAID
HANSER AND THE PROPERTY OF FLOYD WILCOXEN ET AL SOUTH 2 DEGREES 46’ 55’ EAST
167.24 FEET TO AN IRON PIN IN THE NORTH LINE OF PROPERTY OF THE PURE OIL
COMPANY; THENCE THEREWITH NORTH 88 DEGREES 54’ 00” WEST 39.00 FEET TO AN IRON
PIN A CORNER WITH SAID PURE OIL COMPANY PROPERTY NORTH 2 DEGREES 53’ 30” WEST
331.13 FEET TO THE PLACE OF BEGINNING. CONTAINING 0.297 ACRE, MORE OR LESS.

 

EXCEPTING SO MUCH OF THE
FOLLOWING DESCRIBED PROPERTY OF RECORDIN DEED BOOK 756, PAGE 311, IN THE
OFFICE AFORESAID, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

A PARCEL OF LAND LYING NEAR
THE WESTERLY SIDE OF EWING BLVD., IN FLORENCE, BOONE COUNTY, KENTUCKY, AND
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT A POINT, SAID
POINT BEING THE MOST SOUTHWESTERLY CORNER OF A 1.06 ACRE PARCEL PREVIOUSLY
CONVEYED BY U.L.H.&P. TP THE CITY OF FLORENCE (DEED BOOK 487, PAGE 95), AND
RUNNING THENCE: S 84-24-01 E, A DISTANCE OF 115.80 FEET, TO A POINT, THENCE S
41-50-00 W, A DISTANCE OF 159.26 FEET, TO A POINT, THENCE N 3-58-22 W, A
DISTANCE OF 130.27 FEET, TO THE PLAVE OF BEGINNING AND CONTAINING 7437.90
SQUARE FEET, MORE OR LESS, THE ABOVE DESCRIBED PARCEL BEING SUBJECT TO ANY AND
ALL EASEMENTS AND/OR RIGHT OF WAY OF RECORD.

 

Being the same property
conveyed to National Auto/Truckstops, Inc., a Delaware Corporation by deed
dated 04/12/1993 of record in Deed Book 508, Page 13, In the Office
of the Clerk of, Kentucky.

 

 

A-53

 

	
   

  	
  3.028 Walton, KY

  
	
   

  	
  145 Richwood Road

  
	
   

  	
  Walton, KY 41094

  
	
   

  	
  (TCA Site No. 28)

  

 

Legal Description

 

Lying and being in
the State of Kentucky and the County of Boone, located on the east side of I-75
and the south side of Kentucky 338 at their intersection and more particularly
described as follows: Beginning at the point, said point being a State of
Kentucky right of way marker for Kentucky 338, and being 70.00 feet south of
and radial from the centerline of said Kentucky 338; thence along the south
right of way line of said Kentucky 338 on a curved line deflecting to the left
231.2 feet, having a radius of 1707.02 feet, chord of said curve bears North
64° 34’ 47” East a distance of 231.03 feet to a point, said point being a set
iron pin; thence leaving said southerly right of way line of Kentucky 338,
South 36° 19’ 00” East 140.13 feet to a point, said point being a set iron pin;
thence South 53° 04’ 00” West 136.00 feet to a point, said point being a set
iron pin; thence South 14° 36’ 59” West 232.34 feet to a point, said point
being an existing concrete monument; thence South 24° 52’ 27” West, 113.22 feet
to a point, said point being a set iron pin thence South 23° 21’ 00” West,
467.33 feet to a point, said point being a set iron pin; thence North 71° 42’
00” West, 100.83 feet to a point, said point being an existing post; thence
North 83° 24’ 03” West, 298.98 feet to a point, said point being an existing
concrete monument, and also being in the limited access line of Interstate 75
and also being 94.00 feet east and radial off of ramp “D” of Interstate 75;
thence along said limited access line of the following courses and distance,
along a curve deflecting to the right 177.94 feet, having a radius of 1816.00
feet, chord of said curve bears North 11° 36’ 31” East a distance of 177.87
feet to a point, said
point being 94 feet
east of and radial from ramp “D” baseline station 6-70.3 and also being a set
iron pin North 15° 53’ 42” East, 541.70 feet to a point, said point being an
existing State of Kentucky right of way marker, and being 94.00 feet east of
and radial from baseline station 12+12 Ramp “D” and also being 70.00 feet south
of and radial from centerline of survey station 17+93 Kentucky 338, North 78°
49’ 12” East 47.77 feet to a point; said point being a set iron pin and also
being 70.00 feet south of and radial from centerline of survey station 18+40.77
Kentucky 338, on a curved line deflecting to the. left
282.59 feet radius of said curve being 1707.02 feet, chord of said curve bears
North 73° 12’ 12” east a distance of 282.27 feet to a point, said point being
an existing State of Kentucky right-of-way marker and also being 70.00 feet
south of and radial to Kentucky 338, and also being the approximate location of
the end of said limited access line to Interstate 75, and also being the point
of beginning containing 9.0166 acres of land, more or less.

 

Being the same
property conveyed to TA Operating Corporation, a Delaware corporation, by Deed
dated December 9, 1993, and recorded in Deed Book 529, Page 56, in
the Office of the Boone County Clerk.

 

 

A-54

 

	
   

  	
  3.161 Lafayette, LA

  
	
   

  	
  1701 N. University
  Avenue

  
	
   

  	
  Lafayette, LA 70501

  
	
   

  	
  (TCA Site
  No. 161)

  

 

Legal Description

 

Item
I, Fee Simple

 

A
ten (10) acre tract of land situated at the Northwest Quadrant of the
intersection of I-10 and La. Highway 182 and located in Section 23,
Township 9 South, Range 4 East, Lafayette Parish, Louisiana.

 

Begin
at the point designated as “end control access”, station 54 + 17.50 of
Interstate Highway I-10 (Louisiana State Project 450-05-02). Thence South 24
degrees 37 minutes 54 seconds East for a distance of 17.5 feet to a concrete
marker. Thence South 11 degrees 33 minutes 46 seconds West for a distance of
38.82 feet to an iron rod. Thence South 57 degrees 30 minutes 58 seconds West
along the Northerly right-of-way line of the required drainage servitude for a
distance of 787.20 feet to an iron rod. Thence North 08 degrees 15 minutes 40
seconds West for a distance of 847.10 feet to an iron rod. Thence South 89
degrees 23 minutes 20 seconds East for a distance of 625.00 feet to an iron
rod. Thence South 15 degrees 10 minutes 10 seconds East along the westerly
right-of-way line of La. Highway 182 for a distance of 7.5 feet to an iron rod. Thence South 24
degrees 37 minutes 54 seconds East along the Westerly right-of-way line of La.
Highway 182 for a distance of 382.5 feet to the Point of Beginning.

 

Being
shown on Plat of Survey prepared by Roland W. Laurent, Registered Surveyor,
dated March 14, 1972, revised on March 22, 1972 and September 15,
1972, a copy of which is annexed to the Act of Sale registered under Document No. 598327,
in Book G-67, Page 521.

 

Together
with those incorporeal rights in favor of the land and established as follows:

 

Restrictive
Covenants granted by Paul J. Dominique, a partnership in commendam, dated and
filed December 22, 1972 as Instrument No. 598328, registered at COB
F-66, Page 553 (the “Incorporeal Rights”).

 

Acquired
by Cash Sale recorded under Entry No. 93-013465.

 

Item
II, Leasehold Interest

 

That
certain parcel of ground, without improvements, situated in Section 23,
Township 9 South, Range 4 East, Lafayette Parish, Louisiana, containing and
measuring four acres, more or less, and being bounded, now or formerly, North
and West by the property of Roland A. Dominigue, East by National Auto/Truckstops, Inc
and South by property of
the widoe and heirs of Alcide Dominigue or assigns and/or a drainage easement in
favor of the State of Louisiana, Department of Highways.

 

Being
a portion of the same property acquired by Roland A. Dominigue, husband of
Seiglinde E. Liebrich, as his separate and paraphemal property, by virtue of
Entry No. 80-13704, records of Lafayette Parish, Louisiana.

 

 

A-55

 

	
   

  	
  3.180 Slidell, LA

  
	
   

  	
  1682 Gause Blvd.

  
	
   

  	
  P.O. Box 807

  
	
   

  	
  Slidell, LA 70458

  
	
   

  	
  (TCA Site No. 180)

  

 

Legal Description

 

Parcel I

 

A certain portion or
tract of ground in St. Tammany Parish, Louisiana, in Section 1 of Township
9 South, Range 14 East, more particularly described as follows:

 

From the section
corner common to Sections 1, 2, 11 and 12 of Township 9 South, Range 14 East,
go North 89 degrees 13 minutes 10 seconds East for a distance of 403.66 feet;
thence North 0 degrees 42 minutes 59 seconds West for a distance of 51.82 feet;
thence North 89 degrees 17 minutes 01 seconds East for a distance of 327.91
feet; thence North 87 degrees 38 minutes 19 seconds East for a distance of
183.97 feet; thence North 2 degrees 21 minutes 41 seconds West for a distance
of 135.00 feet; thence North 87 degrees 38 minutes 19 seconds East for a
distance of 318.02 feet; thence North 55 degrees 54 minutes 13 seconds West for
a distance of 78.90 feet; thence North 24 degrees 10 minutes 07 seconds East for
a distance of 272.00 feet to the point of beginning.

 

From the point of
beginning go North 24 degrees 10 minutes 07 seconds East for a distance of
415.10 feet; thence South 65 degrees 45 minutes 53 seconds East for a distance
of 45.00 feet; thence North 24 degrees 10 minutes 07 seconds East for a
distance of 242.30 feet; thence North 17 degrees 10 minutes 07 seconds East for a distance of 428.90 feet; thence
South 87 degrees 38 minutes 19 seconds West for a distance of 1,173.30 feet;
thence South 2 degrees 21 minutes 41 seconds East for a distance of 800.00
feet; thence North 87 degrees 38 minutes 19 seconds East for a distance of
508.00 feet; thence South 02 degrees 21 minutes 41 seconds East for a distance
of 171.50 feet; thence North 87 degrees 38 minutes 19 seconds East for a
distance of 155.61 feet back to the point of beginning. Containing 19.379
acres.

 

Parcel II

 

A 3.968 acre tract of
land in Section 1, Township 9 South, Range 14 East, St. Tammany Parish,
Louisiana, more particularly described as follows:

 

From the intersection
of Sections 1, 2, 11 and 12, Township 9 South, Range 14 East,  St. Tammany
Parish, Louisiana, go North 89 degrees 13 minutes 10 seconds East for a
distance of 403.66 feet along the north right of way line of Gause Road
(Louisiana 1092) to the point of right of way line widening; thence North 00
degrees 42 minutes 59 seconds West a distance of 51.82 feet; thence North 89
degrees 17 minutes 01 seconds East a distance of 327.91 feet along said right
of way line widening; thence North 87 degrees 38 minutes 19 seconds East a
distance of 143.97 feet to the point of beginning; thence North 02 degrees 21
minutes 41 seconds West a distance of 200 feet; thence South 87 degrees 38
minutes 19 seconds West a distance of 150 feet; thence North 02 degrees 21
minutes 41 seconds West a distance of 220 feet; thence North 87 degrees 38
minutes 19 seconds East a distance of 696.61 feet to the west right of way line
of Interstate 10; thence South 24 degrees 10 minutes 07 seconds West a distance
of 272 feet; thence South 55 degrees 54 minutes 13 seconds West a distance of
78.9 feet to a concrete highway marker; thence South 87 degrees 38 minutes 19
seconds West a distance of 317.10 feet to a concrete highway marker; thence
South 02 degrees 21 minutes 41 seconds East a distance of 135.4 feet to a
concrete highway marker; thence South 87 degrees 38 minutes 19 seconds West a
distance of 40 feet to the point-of beginning.

 

1

 

Parcel III

 

A 2.00 acre tract of
land in Section 1, Township 9 South, Range 14 East, St. Tammany Parish,
Louisiana, described as follows:

 

From the intersection
of Sections 1, 2, 11 and 12, Township 9 South, Range 14 East, St. Tammany
Parish, Louisiana go North 89 degrees 13 minutes 10 seconds East a distance of
403.66 feet along the north right of way line of Gauss Road (Louisiana 1092) to
point of right of way line widening thence North 00 degrees 42 minutes 59
seconds West a distance of 51.82 feet; thence North 89 degrees 17 minutes 01
seconds East a distance of 327.91 feet along said right of way line widening,
thence North 87 degrees 38 minutes 19 seconds East, a distance of 143.97 feet;
thence North 02 degrees 21 minutes 41 seconds West, a distance of 200 feet;
thence South 87 degrees 38 minutes 19 seconds West a distance of 150 feet; thence
North 02 degrees 21 minutes 41 seconds West a distance of 220 feet to a point
of beginning; thence North 02 degrees 21 minutes 41 seconds West a distance of
171.5 feet; thence North 87 degrees 38 minutes 19 seconds East a distance of
508 feet; thence South 02 degrees 21 minutes 41 seconds East a distance of
171.5 feet; thence South 87 degrees 38 minutes 19 seconds West a distance of
508 feet to the point of beginning.

 

LESS AND EXCEPT the following parcel of ground sold by Union Oil
Company of California to Willis A. Baker by act recorded August 2, 1973
and registered in COB 710, Folio 405 and more particularly described as
follows:

 

All that certain lot
or parcel of land situated in Section 1, Township 9 South, Range 14 East,
Parish of St. Tammany, State of Louisiana, more fully described as follows:

 

Commencing at the
section corner common to Sections 1, 2, 11 and 12 of said Township and Range,
go North 89 degrees 13 minutes 10 seconds East for a distance of 403.66 feet;
thence go North 00 degrees 42 minutes 59 seconds West for a distance of 51.82
feet; thence go North 89 degrees 17 minutes 01 seconds East for a distance of 327.91 feet;
thence go North 87 degrees 38 minutes 19 seconds East for a distance of 143.97
feet to the point of beginning. Thence from said point of beginning go North 02
degrees 21 minutes 41 seconds West for a distance of 200.0 feet; thence go
North 87 degrees 38 minutes 19 seconds East for a distance of 6.2 feet; thence
go South 02 degrees 21 minutes 41 seconds East for a distance of 200.0 feet; thence go South 87 degrees 38
minutes 19 seconds West for a distance of 6.2 feet, back to the point of
beginning.

 

FURTHER LESS AND EXCEPT the following parcel of ground sold by Special
Warranty Deed by Union Oil Company of California
to Fred H. Goodsen by act dated December 21,
1977, and recorded in COB 872, Folio 334, more fully described as follows:

 

All that certain
parcel of land situated in Section 1, Township 9 South, Range 14 East,
Parish of St. Tammany, State of Louisiana, more fully described as follows:

 

From the section
corner common to sections 1, 2, 11 and 12, Township 9 South, Range 14 East, go
North 89 degrees 13 minutes 10 seconds West for a distance of 403.66 feet;
thence go North 00 degrees 42 minutes 59 seconds West for a distance of 51.82
feet; thence North 89 degrees 17 minutes 01 seconds

 

2

 

East for a distance of 327.91 feet; thence North 87
degrees 38 minutes 19 seconds East for a distance of 150.17 feet to Point “A”.

 

Thence from Point “A”
go North 02 degrees 21 minutes 41 seconds West for a distance of 200.0 feet to
a point; thence South 87 degrees 38 minutes 19 seconds West for a distance of
156.2 feet to a point; thence North 02 degrees 21 minutes 41 seconds West for a
distance of 776.72 feet to a point; thence North 87 degrees 38 minutes 19
seconds West for a distance of 199.35 feet to a point; thence South 02 degrees
21 minutes 41 seconds East for a distance of 841.32 feet to a point; thence
South 87 degrees 38 minutes 19 seconds West for a distance of 9.35 feet to a
point; thence South 02 degrees 21 minutes 41 seconds East for a distance of
135.4 feet to a point; thence South 87 degrees 38 minutes 19 seconds West for a
distance of 33.8 feet along the northerly right of way line of Gauge Road, back
to Point “A”. Containing in all 3.72367 acres of land, more or less.

 

Together with those
certain incorporeal rights in favor of the land and established as follows:

 

(a) servitudes
reserved by Union Oil Company of California to use a sewerage lift station,
sewer and water lines, gas mains, etc. as contained in Special Warranty
Deed by Union Oil Company of California to Fred H. Goodsen, dated December 21,
1977 and filed in COB 872, Folio 334; and

 

(b) Declaration
of Protective Covenants established by act dated December 21, 1977 between
Union Oil Company of California and Fred H. Goodsen, registered in COB 872,
Folio 337, (the “Incorporeal Rights”).

 

Acquired by Cash Sale
recorded under Registry No. 855117.

 

3

 

A-56

 

	
   

  	
  3.046 Tallulah, LA

  
	
   

  	
  224 Highway 65 South

  
	
   

  	
  P.O. Box 1111

  
	
   

  	
  Tallulah, LA 71284

  
	
   

  	
  (TCA Site No. 46)

  

 

Legal Description

 

A certain piece of
portion of ground, together with all the buildings and improvements thereon,
and all the rights, ways, privileges, servitudes, appurtenances and advantages thereunto
belonging or in anywise appertaining, situated in the Parish of Madison, State
of Louisiana, Section 29, Township 16 North, Range 12 East, more
particularly described as follows:

 

From the concrete post
on the westerly boundary of the present right of way of U.S. Highway 65 at
Station 800 run South 0 degrees 42 minutes East along said boundary a distance
of 431.34 feet; thence South 89 degrees 19 minutes West 41.02 feet to an iron
pin set in the proposed new right of way line of U.S. Highway 65, the Point of
Beginning proper; thence continue South 89 degrees 19 minutes West 800 feet to
an iron pin; thence North 0 degrees 41 1/4 minutes
West 735.00 feet to an iron pin; thence North 89 degrees 19 minutes East 300.00
feet to an iron pin; thence North 0 degrees 41 1/4 minutes
West 1,261.50 (title) 1260.50 (actual) feet to an iron pin; thence North 30
degrees 36 minutes West 164.2 feet to an iron pin; thence South 33 degrees 08 1/2 minutes West 10.0 feet to an iron pin; thence
North 56 degrees 51 1/2 minutes
West 25.00 feet to an iron pin; thence North 33 degrees 8 1/2 minutes East 25.0 feet to an iron pin set in
the southwesterly boundary of proposed right of way of Interstate Highway 20;
thence along said boundary South 56 degrees 51 1/2 minutes
East 25.0 feet to the iron pin; thence continuing along said boundary by a
curve to the right 418.6 feet to an iron pin, said curve having a radius 666.2
feet, the chord of which is 411.8 feet along with a bearing South 20 degrees 54
1/3 minutes East; thence continuing along said boundary South 2 degrees 54
minutes (actual) 56 1/4 (title) minutes East 658.6 feet to an iron pin;
thence continuing along said boundary by a curve to the left 554.6 feet to an
iron pin, said curve having a radius of 362.00 feet, the chord of which is
501.9 feet long with a bearing of South 46 degrees 47 3/4 minutes East; thence continuing along said
boundary South 63 degrees 15 1/4 minutes
East 49.6 feet to an iron pin set in the proposed new right of way line of U.S.
Highway 65; thence South 0 degrees 41 1/4 minutes East
along said right of way 735.0 feet to the Point of Beginning proper and
containing 16.45 acres, more or less, in Section 29, Township 16 North,
Range 12 East, Madison Parish, Louisiana, together with all buildings and
improvements thereon and all rights, ways and appurtenances thereto belonging
or in any manner appertaining.

 

Together with a
servitude measuring fifteen (15’) feet in width adjacent to and paralleling the
Interstate 20 right of way and extending to Walnut Bayou said servitude being
for sub-surface drainage, including the right to install and utilize a pipe or
pipes for such purpose (the “Servitude”).

 

Acquired by Act of
Sale recorded under Entry No. 85251, COB 130, Folio 128.

 

 

A-57

 

	
   

  	
  3.216 Baltimore, MD

  
	
   

  	
  5501 O’Donnell Street Cutoff

  
	
   

  	
  Baltimore, MD 21224

  
	
   

  	
  (TCA Site No. 216)

  

 

Legal Description

 

All of those lots or
parcels of land located in Baltimore County, Maryland and more particularly
described as follows:

 

5401 O’DONNELL STREET CUTOFF

 

BEING DESIGNATED AS LOT NO.
58-B IN WARD 26, SECTION 1, IN BLOCK NUMBERED 6820 IN THE OFFICE OF
THE BUREAU OF SURVEYS FOR THE CITY OF BALTIMORE AND INTENDED TO INCLUDE A
PORTION OF THE LAND ACQUIRED BY EXXON CORPORATION (ESSO STANDARD OIL COMPANY)
BY DEED DATED NOVEMBER 4, 1948 AND RECORDED AMONG THE LAND RECORDS OF BALTIMORE
CITY IN LIBER MLP NO. 7622, FOLIO 244, AND BEING MORE PARTICULARLY DESCRIBED BY
METES AND BOUNDS AS FOLLOWS:

 

BEGINNING FOR THE SAME AT A
POINT ON THE SOUTHEASTERN RIGHT-OF-WAY LINE OF THROUGH HIGHWAY FOR INTERSTATE
ROUTE 95 (INTERSTATE AVENUE), AT THE BEGINNING POINT OF THE QUITCLAIM DEED
DATED JANUARY 3, 1989 AND RECORDED AMONG THE LAND RECORDS OF BALTIMORE CITY IN LIBER
S.E.B NO. 1972, FOLIO 443 BETWEEN EXXON CORPORATION AND THE MAYOR AND CITY
COUNCIL OF BALTIMORE.

 

THENCE NORTHEASTERLY BY A LINE
DEFLECTING TO THE RIGHT WITH A RADIUS OF 101.93 FEET ALONG SAID RIGHT-OF-WAY LINE
OF THROUGH HIGHWAY OF INTERSTATE 95, AND  BINDING REVERSELY ON THE 7TH LINE
OF SAID QUITCLAIM DEED, FOR AN ARC LENGTH OF 161.24 FEET, WITH A CHORD BEARING
NORTH 79 DEGREES 18 MINUTES 44 SECONDS EAST, 144.95 FEET TO THE END OF SAID
CURVE AND TO THE SOUTHWEST SIDE OF O’DONNELL STREET CUT-OFF,

 

THENCE SOUTH 55 DEGREES 22
MINUTES 10 SECONDS EAST ALONG THE SOUTHWEST SIDE OF O’DONNELL STREET CUT-OFF,
OF VARIABLE WIDTH RIGHT-OF-WAY, BINDING REVERSELY ON THE 6TH LINE OF SAID
QUITCLAIM DEED FOR A DISTANCE OF 90.00 FEET TO A POINT OF CURVE.

 

THENCE SOUTHEASTERLY BY A LINE
DEFLECTING TO THE RIGHT, WITH A RADIUS OF 290.00 FEET, ALONG SAID SOUTHWEST
RIGHT-OF-WAY OF O’DONNELL STREET AND BINDING REVERSELY ON THE 5TH LINE OF SAID
QUITCLAIM DEED FOR AN ARC LENGTH OF 17.33 FEET, WITH A CHORD BEARING SOUTH 53
DEGREES 39 MINUTES 28 SECONDS EAST, 17.33 FEET TO THE END OF SAID CURVE.

 

THENCE SOUTH 51 DEGREES 58
MINUTES 43 SECONDS EAST, ALONG SAID SOUTHWEST SIDE OF O’DONNELL STREET CUT-OFF,
BINDING REVERSELY ON THE 4TH LINE OF SAID QUITCLAIM DEED FOR A DISTANCE OF
31.63 FEET TO THE SOUTHEAST BOUNDARY OF LOT “l” AS SHOWN ON A

 

1

 

SUBDIVISION PLAT ENTITLED, “SUBDIVISION
PLAN OF EXXON CORPORATION PROPERTY AND BALTIMORE PORT TRUCK PLAZA LIMITED
PARTNERSHIP PROPERTY”, RECORDED AMONG SAID LAND RECORDS IN PLAT FOLDER S.E.B.
NO. 3092.

 

THENCE SOUTH 33 DEGREES 59
MINUTES 39 SECONDS WEST, BINDING ON THE SOUTHEAST BOUNDARY OF SAID LOT “1”, FOR
A  DISTANCE
OF 276.00 FEET TO THE SOUTHWEST BOUNDARY OF SAID LOT “1”,

 

THENCE NORTH 56 DEGREES 00
MINUTES 21 SECONDS WEST, BINDING ON THE SOUTHWEST BOUNDARY OF SAID LOT “1”, FOR
A DISTANCE OF 241.92 FEET TO THE AFORESAID SOUTHEASTERN RIGHT-OF-WAY LINE OF
THROUGH HIGHWAY FOR INTERSTATE ROUTE 95,

 

THENCE NORTH 33 DEGREES 59
MINUTES 39 SECONDS EAST, ALONG THE SOUTHEAST SIDE OF SAID INTERSTATE ROUTE 95
FOR A DISTANCE OF 178.02 FEET TO THE PLACE OF BEGINNING, CONTAINING 65,339
SQUARE FEET OR 1.500 ACRES OF LAND, MORE OR LESS.

 

5501 O’DONNELL STREET CUT-OFF

 

BEGINNING AT A POINT ON THE
SOUTHWESTERLY RIGHT OF WAY LINE OF O’DONNELL STREET CUT-OFF (VARIABLE WIDTH
PUBLIC RIGHT OF WAY), SAID POINT BEING LOCATED THE FOLLOWING THREE COURSES AND
DISTANCES FROM THE NORTHERLY TERMINUS OF AN ARC HAVING A RADIUS OF 101.93 FEET CONNECTING
THE SOUTHWESTERLY RIGHT OF WAY LINE WITH THE EASTERLY RIGHT OF WAY LINE OF
INTERSTATE AVENUE VARIABLE WIDTH PUBLIC RIGHT OF WAY);

 

A. SOUTH
55 DEGREES 22 MINUTES 10 SECONDS EAST A DISTANCE OF 90.00 FEET TO A POINT OF
CURVATURE, THENCE

 

B. ALONG
THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 290.00 FEET, TURNING A CENTRAL
ANGLE OF 03 DEGREES 25 MINUTES 27 SECONDS FOR AN ARC LENGTH OF 17.33 FEET, THE
CHORD OF SAID ARC BEARING SOUTH 53 DEGREES 39 MINUTES 27 SECONDS EAST FOR A
CHORD DISTANCE OF 17.33 FEET TO A POINT OF TANGENCY, THENCE

 

C. SOUTH
51 DEGREES 56 MINUTES 43 SECONDS EAST TO THE TRUE POINT AND PLACE OF BEGINNING,
AND FROM SAID BEGINNING POINT RUNNING THENCE,

 

1. THE
FOLLOWING COURSES AND DISTANCES ALONG THE SOUTHWESTERLY RIGHT OF WAY LINE OF O’DONNELL
STREET CUT-OFF, SOUTH 51 DEGREES 56 MINUTES 43 SECONDS EAST A DISTANCE OF
100.44 FEET TO A POINT, THENCE

 

2. ALONG
THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 310.00 FEET AND TURNING A
CENTRAL ANGLE OF 03 DEGREES 25 MINUTES 29 SECONDS FOR AN ARC LENGTH OF 74.75
FEET, THE CHORD OF SAID ARC BEARING SOUTH 53 DEGREES 39 MINUTES 28 SECONDS EAST
FOR A CHORD DISTANCE OF 18.53 FEET TO A POINT OF TANGENCY, THENCE

 

3. SOUTH 55 DEGREES 22 MINUTES 10 SECONDS EAST A DISTANCE OF 0.45 FEET TO A POINT, THENCE

 

4. SOUTH
34 DEGREES 39 MINUTES 28 SECONDS WEST A DISTANCE OF 13.19 FEET TO A POINT,
THENCE

 

5. SOUTH
54 DEGREES 56 MINUTES 13 SECONDS EAST A DISTANCE OF 9.59 FEET TO A POINT,
THENCE

 

6. NORTH
35 DEGREES 50 MINUTES 56 SECONDS EAST A DISTANCE OF 13.26 FEET TO A POINT,
THENCE

 

7. SOUTH
55 DEGREES 22 MINUTES 10 SECONDS EAST A DISTANCE OF 317.25 FEET TO A POINT,
THENCE

 

8. ALONG
THE ARC OF A NON-TANGENT CURVE TO THE RIGHT HAVING A RADIUS OF 30.00 FEET AND
TURNING A CENTRAL ANGLE OF 55 DEGREES 47 MINUTES 42 SECONDS FOR AN ARC LENGTH
OF 29.21 FEET, THE CHORD OF SAID ARC BEARING NORTH 87 DEGREES 04 MINUTES 30
SECONDS EAST FOR A CHORD LENGTH OF 28.07 FEET TO A POINT OF TANGENCY, THENCE

 

9. SOUTH
55 DEGREES 22 MINUTES 10 SECONDS EAST A DISTANCE OF 336.86 FEET TO A POINT OF
CURVATURE, THENCE

 

10. ALONG
THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 670.00 FEET AND TURNING A

 

2

 

CENTRAL ANGLE OF 06 DEGREES 23
MINUTES 32 SECONDS FOR AN ARC LENGTH OF 74.75 FEET, THE CHORD OF SAID ARC
BEARING SOUTH 58 DEGREES 33 MINUTES 56 SECONDS EAST FOR A CHORD DISTANCE OF
74.71 FEET TO A POINT OF TANGENCY, THENCE

 

11. LEAVING
THE SOUTHWESTERLY RIGHT OF WAY LINE OF O’DONNELL STREET CUT-OFF AND RUNNING THE
FOLLOWING COURSES AND DISTANCES ALONG THE BLOCK LIMIT LINE BETWEEN BLOCK 6820
AND BLOCK 6850, SOUTH 02 DEGREES 52 MINUTES 54 SECONDS EAST A DISTANCE OF 51.42
FEET TO A POINT, THENCE

 

12. SOUTH
87 DEGREES 07 MINUTES 06 SECONDS WEST A DISTANCE OF 475.50 FEET TO A POINT,
THENCE

 

13. SOUTH
02 DEGREES 51 MINUTES 54 SECONDS EAST A DISTANCE OF 528.06 FEET TO A POINT,
THENCE

 

14. SOUTH
87 DEGREES 07 MINUTES 06 SECONDS WEST A DISTANCE OF 902.35 FEET TO A POINT ON
THE EASTERLY RIGHT OF WAY LINE OF INTERSTATE AVENUE, THENCE

 

15. RUNNING
THE FOLLOWING COURSES AND DISTANCES ALONG THE EASTERLY RIGHT OF WAY LINE OF INTERSTATE
AVENUE, NORTH 22 DEGREES 42 MINUTES 45 SECONDS EAST A DISTANCE OF 182.45 FEET
TO A POINT OF CURVATURE, THENCE

 

16. ALONG
THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 1951.86 FEET AND TURNING A
CENTRAL ANGLE OF 01 DEGREES 12 MINUTES 00 SECONDS FOR AN ARC LENGTH OF 40.88
FEET, THE CHORD OF SAID ARC BEARING NORTH 22 DEGREES 06 MINUTES 46 SECONDS EAST
FOR A CHORD DISTANCE OF 40.88 FEET TO A POINT, THENCE

 

17. NORTH
21 DEGREES 41 MINUTES 33 SECONDS EAST A DISTANCE OF 102.31 FEET TO A POINT,
THENCE

 

18. NORTH
18 DEGREES 07 MINUTES 5O SECONDS EAST A DISTANCE OF 102.36 FEET TO A POINT,
THENCE

 

19. ALONG
THE ARC OF A NON-TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 423.97 FEET AND
TURNING A CENTRAL ANGLE OF 34 DEGREES 30 MINUTES 28 SECONDS FOR AN ARC LENGTH
OF 255.35 FEET, THE CHORD OF SAID ARC BEARING NORTH 01 DEGREES 43 MINUTES 58
SECONDS WEST FOR A CHORD DISTANCE OF 251.50 FEET TO A POINT, THENCE

 

20. NORTH 18 DEGREES 59
MINUTES 14 SECONDS WEST A DISTANCE OF 71.00 FEET TO A POINT OF CURVATURE,
THENCE

 

21. ALONG
THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS  OF 176.11 FEET AND TURNING A CENTRAL ANGLE OF 52
DEGREES 58 MINUTES 54 SECONDS FOR AN ARC LENGTH OF 162.85 FEET, THE CHORD OF
SAID ARC BEARING NORTH 07 DEGREES 30 MINUTES 13 SECONDS EAST FOR A CHORD
DISTANCE OF 157.11 FEET TO A POINT, THENCE

 

22. NORTH
33 DEGREES 59 MINUTES 39 SECONDS EAST A DISTANCE OF 204.63 FEET TO A POINT,
THENCE

 

23. LEAVING
THE EASTERLY RIGHT OF WAY LINE  OF INTERSTATE AVENUE AND RUNNING
THE FOLLOWING COURSES AND DISTANCES ALONG THE DIVIDING LINE BETWEEN LOT 57
BLOCK 6820 AND LOT 58B BLOCK 6820, SOUTH 56 DEGREES 00 MINUTES 21 SECONDS EAST
A DISTANCE OF 241.92 FEET TO A POINT, THENCE

 

24. NORTH 33 DEGREES 59 MINUTES 39 SECONDS EAST A DISTANCE OF
276.00 FEET TO THE POINT AND PLACE OF BEGINNING, CONTAINING 848,021 SQUARE FEET OR 19.468
ACRES, MORE OR LESS.

 

SUBJECT TO A RIGHT OF WAY FOR
MUNICIPAL UTILITIES AND SERVICES AS SHOWN ON SURVEYS AND RECORDS DIVISION,
BUREAU OF CONSTRUCTION MANAGEMENT PLAT NO. 346-A-8E.

 

ALSO SUBJECT TO A LANDSCAPE
BUFFER EASEMENT AS SHOWN ON SURVEYS AND RECORDS DIVISION, BUREAU OF
CONSTRUCTION MANAGEMENT PLAT NO. 356-A-8E.

 

3

 

A-58

 

	
   

  	
  3.019 Elkton, MD

  
	
   

  	
  1400 Elkton Road

  
	
   

  	
  Elkon, MD 21921

  
	
   

  	
  (TCA Site No. 19)

  

 

Legal Description

 

All of those lots or
parcels of land located in Cecil County, Maryland and more particularly
described as follows:

 

BEGINNING
FOR THE SAME AT A CONCRETE MONUMENT ON THE SOUTHEASTERLY SIDE OF MARYLAND ROUTE
279 (187 FEET WIDE), SAID POINT BEING A CORNER FOR LANDS NOW OR LATE OF EDISON
L. MERRILL AND LANDS HEREIN DESCRIBED; THENCE THE FOLLOWING TWO (2) COURSES
AND DISTANCES ALONG THE AFORESAID LAND OF MERRILL: (1) SOUTH 7 DEGREES 02
MINUTES 20 SECONDS EAST, 1,420.44 FEET TO AN IRON PIPE; (2) NORTH 83
DEGREES 30 MINUTES 30 SECONDS EAST, 305.38 FEET TO AN IRON PIPE ON THE
NORTHWESTERLY SIDE OF PHILADELPHIA BALTIMORE AND WASHINGTON RAILROAD COMPANY,
SAID POINT BEING 125 FEET NORTHWESTERLY OF THE CENTER LINE OF SAID RAILROAD
MEASURED RADIALLY THERETO; THENCE BY THE AFORESAID SIDE OF THE RAILROAD, THE
FOLLOWING FOUR (4) COURSES AND DISTANCES: (1) BY AN ARC OF A CIRCLE
CURVING TO THE RIGHT 351.92 FEET (RADIUS 20,052.42 FEET) TO A CONCRETE
MONUMENT; (2) SOUTH 41 DEGREES 16 MINUTES 10 SECONDS WEST, 296.52 FEET TO
A CONCRETE MONUMENT, SAID POINT BEING 125 FEET NORTHWESTERLY OF THE CENTER LINE
OF THE RAILROAD (3) SOUTH 84 DEGREES 03 MINUTES 50 SECONDS WEST, 70.71
FEET TO AN IRON PIPE; (4) SOUTH 41 DEGREES 23 MINUTES 49 SECONDS WEST
340.48 FEET TO A CONCRETE MONUMENT, SAID POINT BEING THE COMMON CORNER FOR THE
AFORESAID RAILROAD, THE NORTHERLY RIGHT-OF-WAY LINE OF THE NORTHEASTERN
EXPRESSWAY (AS SHOWN ON MARYLAND STATE ROADS COMMISSION PLAT NOS. 21865, 21866
AND 26434), AND LANDS HEREIN DESCRIBED; THENCE, ALONG THE AFORESAID
RIGHT-OF-WAY LINE OF NORTHEASTERN EXPRESSWAY THE FOLLOWING THIRTEEN (13)
COURSES AND DISTANCES: (1) NORTH 77 DEGREES 56 MINUTES 13 SECONDS WEST, 59.06 FEET TO A
CONCRETE MONUMENT; (2) NORTH 72 DEGREES 13 MINUTES 43 SECONDS WEST, 137.42
FEET TO A CONCRETE MONUMENT; (3) NORTH 54 DEGREES 03 MINUTES 53 SECONDS
WEST 89.94 FEET TO A CONCRETE MONUMENT; (4) NORTH 34 DEGREES 14 MINUTES 23
SECONDS WENT, 45.71 FEET TO A CONCRETE MONUMENT; (5) NORTH 37 DEGREES 26
MINUTES 33 SECONDS WEST, 132.24 FEET TO A CONCRETE MONUMENT; (6) NORTH 15
DEGREES 39 MINUTES 03 SECONDS WEST, 88.22 FEET TO A CONCRETE MONUMENT; (7) NORTH
18 DEGREES 17 MINUTES 03 SECONDS WEST, 41.65 FEET TO A CONCRETE MONUMENT; (8) NORTH
16 DEGREES 00 MINUTES 43 SECONDS WEST 151.65 FEET TO A CONCRETE MONUMENT; (9) NORTH
30 DEGREES 05 MINUTES 13 SECONDS WEST 103.06 FEET TO A CONCRETE MONUMENT; (10) NORTH 16 DEGREES 00 MINUTES 43
SECONDS WEST 70.94 FEET TO A CONCRETE MONUMENT; (11) BY AN ARC OF A CIRCLE
CURVING TO THE RIGHT 386.38 FEET (RADIUS 540.00 FEET) TO A CONCRETE MONUMENT;
(12) NORTH 22 DEGREES 12 MINUTES 22 SECONDS EAST, 102.22 FEET TO A CONCRETE
MONUMENT; (13) NORTH 35 DEGREES 48 MINUTES 52 SECONDS EAST 65.62 FEET TO A
CONCRETE MONUMENT, SAID POINT BEING ON THE SOUTHEASTERLY SIDE OF MARYLAND ROUTE
279 (AS SHOWN ON MARYLAND STATE ROADS COMMISSION PLAT NOS. 19898, 19899 AND
26433); THENCE, BY THE SAME THE FOLLOWING (3) COURSES AND DISTANCE: (1) NORTH
35 DEGREES 34 MINUTES 52 SECONDS EAST, 577.00 FEET TO A CONCRETE
MONUMENT; (2) NORTH 34 DEGREES 50 MINUTES 12 SECONDS EAST, 461.04 FEET TO
A CONCRETE MONUMENT; (3) NORTH 35 DEGREES 34 MINUTES 52 SECONDS EAST,
95.02 FEET TO A CONCRETE MONUMENT, THE FIRST-MENTIONED POINT OF PLACE OF
BEGINNING. CONTAINING WITHIN SAID METES AND BOUNDS 30.071 ACRES, MORE OR LESS.

 

SUBJECT TO THREE (3) PERPETUAL OPEN DITCH EASEMENTS AS SHOWN
ON MARYLAND STATE ROADS COMMISSION PLAT NO. 19899, 26433, AND 26434.

 

 

A-59

 

	
   

  	
  3.151 Baltimore South, MD

  
	
   

  	
  7401 Assateague Drive

  
	
   

  	
  Jessup, MD 20794

  
	
   

  	
  (TCA Site No. 151 - Baltimore South)

  

 

Legal Description

 

All of those lots or parcels of land located in
Howard County, Maryland and more particularly described as follows:

 

PARCEL 1:

 

Being known and designated as Parcel B-1, Block
C, on the Plat entitled, “Greater Baltimore Consolidated Wholesale Food Market”,
showing Parcels A-1 and B-1, Block C, a resubdivision of Parcels A and B, Block
C as shown on Plat 3564, which is recorded among the Land Records of Howard
County as Plat 13972.

 

PARCEL 2:

 

Being known and designated as Parcel C, Block C
as shown on the Plat entitled, “Greater Baltimore Consolidated Wholesale Food
Market”, which Plat is recorded among the Land Records of Howard County as Plat
3564.

 

PARCELS 3 & 4:

 

Being known and designated as Parcels D-1 and
E-1, Block C, as shown on the Plat entitled, “Greater Baltimore Consolidated
Wholesale Food Market”, a resubdivision of Parcels D and E as shown on Plat
3564, which is recorded among the Land Records of Howard County as Plat 4116.

 

PARCEL 5:

 

Being known and designated as Parcel H, Block
C, as shown on the Plat entitled, “Greater Baltimore Consolidated Wholesale
Food Market, Block “C”, Parcel “H”, which Plat is recorded among the Land
Records of Howard County as Plat 3565.

 

Saving and excepting therefrom all that portion
of the land therein, situate at the corner formed by the Intersection of
the south side of Pocomoke Avenue and the east side of Assateague Drive,
containing 0.668 acres of land, more or less, and designated as “Lease Parcel”
on the ALTA/ACSM Land Title Survey DLD Associates L.P. Property by D.S. Thaler &
Associates, Inc., dated June 15, 1993, and last revised November 3,
1999.

 

 

A-60

 

	
   

  	
  3.089 Ann Arbor, MI

  
	
   

  	
  200 Baker Road

  
	
   

  	
  Dexter, MI 48130

  
	
   

  	
  (TCA Site No. 89 — Ann Arbor)

  

 

LEGAL DESCRIPTION

 

Beginning at the Southwest corner of Section 17,
Town 2 South, Range 5 East, Scio Township, Washtenaw County, Michigan; thence
North 00 degrees 16 minutes 55 seconds West 188.27 feet along the West line of
said Section to a point on the Southerly line of the I-94 Expressway;
thence North 87 degrees 53 minutes 40 seconds East 1335.97 feet along said
Southerly line to a point on the East line of the West 1/2 of the Southwest 1/4
of said Section; thence South 00 degrees 06 minutes 20 seconds East 239.29 feet
along said East line to the Northwest corner of Jackson Road
Commercial-Industrial Subdivision, of part of the Northwest 1/4 of Section 20,
Town 2 South, Range 5 East, Scio Township, Washtenaw County, Michigan as
recorded in Liber 16 of Plats, Pages 37 and 38, Washtenaw County, Records;
thence South 00 degrees 11 minutes 00 seconds East 851.94 feet along the West
line of said subdivision and the East line of the West 1/2 of the Northwest 1/4
of said Section; thence North 88 degrees 34 minutes 20 seconds West 1274.46 feet
to a point on the Easterly right-of-way line of Baker Road; thence North 00
degrees 13 minutes 35 seconds West 637.48 feet along said right-of-way line;
thence South 89 degrees 46 minutes 25 seconds West 60.00 feet to a point on the
West line of said Section; thence North 00 degrees 13 minutes 35 seconds West
184.87 feet along said West line to the Point of Beginning. Being a part of the
West 1/2 of the Southwest 1/4 of Section 17 and a part of the West 1/2 of
the Northwest 1/4 of Section 20, Town 2 South, Range 5 East, Scio
Township, Washtenaw County, Michigan. EXCEPTING therefrom that part deed for
highway purposes, described as: All that part lying Westerly and Northerly of a
line described as: Commencing at the Northwest corner of Section 20; Town
2 South, Range 5 East, Scio Township, Washtenaw County, Michigan; thence South
01 degrees 25 minutes 20 seconds East along the West line of said Section 20
a distance of 402.75 feet to the point of beginning; thence North 88 degrees 34
minutes 40 seconds East, 72.18 feet; thence North 01 degrees 25 minutes 20
seconds West, 193.31 feet to the point of beginning of a limited access right
of way line (restricting all ingress and egress); thence continuing North 01
degrees 25 minutes 20 seconds West, 138.06 feet; thence North 79 degrees 21
minutes 07 seconds East 1430.00 feet to a point of ending.

 

 

A-61

 

	
   

  	
  3.069 Monroe, MI

  
	
   

  	
  1255 N. Dixie Hwy

  
	
   

  	
  Monroe, MI 48162

  
	
   

  	
  (TCA Site No. 69)

  

 

LEGAL
DESCRIPTION

 

A parcel of land being a part of Private claims
80, 87, 351, 449 and 470 and being more particularly described as follows:
Commencing at the intersection of the centerline of Dixie Highway with the
Westerly line of Private Claim 80; thence North 23 degrees 37 minutes 00
seconds East, a measured distance of 1719.65 feet to a found concrete monument;
thence North 67 degrees 57 minutes 00 seconds West, a distance of 181.50 feet;
thence North 28 degrees 21 minutes 02 seconds East, a measured distance of
1890.94 feet (previously recorded as 1891.52 feet); thence South 15 degrees 59
minutes 30 seconds East, on the Westerly right-of-way line of Interstate 75, a
distance of 92.05 feet; thence Southeasterly on the Westerly right-of-way line
of Interstate 75 same being a curve to the right, said curve having a radius of
3124.17 feet, an arc length of 1227.57 (previously being recorded as 1227.60
feet), a central angle of 22 degrees 30 minutes 47 seconds (previously being
recorded as 22 degrees 30 minutes 16 seconds), a chord bearing of South 05
degrees 36 minutes 20 seconds East and a chord distance of 1219.68 feet
(previously being recorded as 1219.52 feet); thence South 11 degrees 52 minutes
29 seconds West, on the Westerly right-of-way line of Interstate 75, a distance
of 268.00 feet; thence South 15 degrees 07 minutes 04 seconds West, on the
Westerly right-of-way line of Interstate 75, a distance of 164.05 feet; thence
South 26 degrees 54 minutes 12 seconds West, on the Westerly right-of-way line
of Interstate 75, a distance of 164.05 feet; thence South 37 degrees 31 minutes
47 seconds West, on the Westerly right-of-way line at Interstate 75, a distance
of 169.53 feet (previously recorded as 169.66 feet); thence South 42 degrees 42
minutes 44 seconds West, a distance of 155.65 feet (previously recorded as
155.81 feet); thence South 48 degrees 52 minutes 00 seconds West, on the
Westerly line of Interstate 75, a distance of 499.80 feet; thence South 42
degrees 06 minutes 32 seconds West, on the Westerly right-of-way line of
Interstate 75, a distance of 151.70 feet (previously recorded as 152.24 feet);
thence South 15 degrees 31 minutes 44 seconds West, on the Westerly
right-of-way line of Interstate 75, a distance of 152.24 feet; thence South 08
degrees 52 minutes 00 seconds West, on the Westerly right-of-way line of
Interstate 75, a distance of 252.86 feet; thence South 39 degrees 30 minutes 45
seconds West, a distance of 207.29 feet to a point on the Northerly
right-of-way line of Dixie Highway; thence South 16 degrees 23 minutes 27
seconds East, on a line being perpendicular to the centerline Dixie Highway, a
distance of 50.00 feet to a point on the centerline of Dixie Highway; thence
South 75 degrees 36 minutes 33 seconds West on the centerline of Dixie Highway,
a distance of 520.95 feet to the True Point of Beginning.

 

 

A-62

 

	
   

  	
  3.198 Saginaw, MI

  
	
   

  	
  6364 Dixie Highway

  
	
   

  	
  Saginaw, MI 48722

  
	
   

  	
  (TCA Site No. 198)

  

 

LEGAL DESCRIPTION

 

Situated in The Township of Bridgeport: 

 

PARCEL 1

 

BEGINNING at a point on the South line of Section 15,
Township 11 North, Range 5 East, Bridgeport Township, Saginaw County, Michigan,
that is West 686.45 feet from the Southeast corner of the Southwest 1/4 of said
Section 15; thence North 19 degrees 40 minutes 30 seconds East, 536.40
feet to a point on the South line of Highway U.S. 10; thence North 57 degrees
17 minutes 20 seconds West, 762.5 feet along the South line of said Highway
U.S. 10; thence South 1 degree 31 minutes 13 seconds East, 440 feet; thence
North 57 degrees 17 minutes 20 seconds West, 220 feet; thence South 1 degree 31
minutes 13 seconds East, 596.41 feet to a point on the South line of Section 15;
thence East 618.60 feet along the said South line of Section 15 to the
Point of Beginning.

 

EXCEPT

 

A parcel of land in the East 1/2 of the
Southwest 1/4 of Section 15, Township 11 North, Range 5 East, Bridgeport
Township, Saginaw County, Michigan, described as follows: To fix the point of
beginning, commence at the West 1/4 corner of said Section; thence South 89
degrees 32 minutes 47 seconds East, on the East and West 1/4 line, 1,300.17
feet; thence South 01 degrees 13 minutes 17 seconds East on the West 1/8 line,
1,576.88 feet to the intersection of said West 1/8 line with the South
right-of-way line of the Dixie Highway, said South line being parallel with and
60.00 feet, measured at right angles, Southwesterly from the centerline of said
highway; thence South 57 degrees 00 minutes 36 seconds East on said
right-of-way line, 220.00 feet to the point of beginning of this description;
thence South 57 degrees 00 minutes 36 seconds East on said right-of-way line,
35.00 feet; thence South 32 degrees 59 minutes 24 seconds West, 33.69 feet;
thence South 01 degree 13 minutes 17 seconds East, parallel with said West 1/8
line, 260.46 feet; thence South 88 degrees 46 minutes 43 seconds West, 10.00
feet; thence North 01 degree 13 minutes 17 seconds West, parallel with said 1/8
line, 308.00 feet to the Point of Beginning.

 

PARCEL 2

 

A parcel of land in the East 1/2 of the
Southwest 1/4 of Section 15, Township 11 North, Range 5 East, Bridgeport
Township, Saginaw County, Michigan, described as follows: To fix the point of
beginning, commence at the West 1/4 corner of said Section; thence South 89
degrees 32 minutes 47 seconds East, on the East and West 1/4 line, 1300.17
feet; thence South 01 degree 13 minutes 17 seconds East, on the West 1/8 line,
1576.88 feet to the intersection of said West 1/8 line with the South
right-of-way line of the Dixie Highway, said South line being parallel with and
60.00 feet, measured at right angles, Southwesterly from the centerline of said
highway; thence continuing South 01 degree 13 minutes 17 seconds East, on said
West 1/8 line, 440.00 feet to the point of beginning of this description;
thence South 68 degrees 13 minutes 17 seconds East, on the approximate
centerline of the McGrandy Drain, 120.00 feet; thence South 87 degrees 22
minutes 26 seconds East, continuing on said centerline 71.63 feet; thence South
01 degree 13 minutes 17 seconds
East, 72.00 feet; thence North 57 degrees 00 minutes 36 seconds West, parallel with the Dixie Highway, 220.00 feet to
the Point of Beginning.

 

1

 

PARCELS 1 AND 2 ARE ALSO DESCRIBED AS:

 

A parcel of land in the East 1/2 of the
Southwest 1/4 of Section 15, Town 11 North, Range 5 East, Bridgeport Township,
Saginaw County, Michigan, described as follows: Beginning at a point on the
South line of Section 15, that is West 686.45 feet from the Southeast
corner of the Southwest 1/4 of said Section 15; thence North 19 degrees 40
minutes 30 seconds East 536.40 feet to a point on the South line of Highway
U.S. 10, also known as the Dixie Highway, thence North 57 degrees 17 minutes 20
seconds West 728.13 feet along the South line of said Highway; thence South 32
degrees 42 minutes 53 seconds West 34.44 feet to a point; thence South 01
degrees 29 minutes 48 seconds East 260.46 feet; thence South 88 degrees 30
minutes 12 seconds West 8.94 feet; thence South 01 degree 31 minutes 13 seconds
East 59.81 feet to the approximate centerline of the McGrandy Drain, thence North
87 degrees 39 minutes 05 seconds West 71.63 feet; thence North 68 degrees 30
minutes 01 seconds West 120.00 feet; thence South 01 degree 31 minutes 13
seconds East 596.41 feet to a point on the South line of Section 15;
thence East 618.60 feet along the said South line of Section 15 to the
Point of Beginning.

 

2

 

A-63

 

	
   

  	
  3.116 Sawyer, MI

  
	
   

  	
  6100 Sawyer Road

  
	
   

  	
  P.O. Box 488

  
	
   

  	
  Sawyer, MI 49125 

  
	
   

  	
  (TCA Site No. 116)

  

 

LEGAL
DESCRIPTION

 

PARCEL 1:

 

Lots 56, 57, 58, 59 and part of Lot 55, and
vacated alley, Tatro’s Addition to Sawyer, Chikaming Township, Berrien County,
Michigan, according to the Plat thereof, recorded May 26, 1909 in Book 4
of Plats, page 50, described as follows, to-wit: - Commencing at the
Northwest corner of said Lot 59; thence South 238.00 feet; thence East 152.00
feet, to the West side of Tatro Avenue; thence North 238.00 feet; thence West
152.00 feet to the place of beginning.

 

PARCEL 2:

 

That part of the East Half of the Northwest
Quarter of Section 11, Township 7 South, Range 20 west, Chikaming
Township, Berrien County, Michigan. described as follows, to-wit: - All that
part of Tract A lying Easterly of a line 150.00 feet Easterly of (measured at
right angles)and parallel to a line described as follows: - Commencing at a
point on the North line of said Section 11, which is North 89 degrees
30minutes 07.5 seconds West 404.92 feet, from the North Quarter corner of said
Section 11; thence Southerly, along the are of a 3819.83 foot radius curve
to the left (chord bearing South 14 degrees 08 minutes 54.5 seconds West)
940.48 feet to the point of tangency; thence South 00 degrees 34 minutes 52.5
seconds West, 1200.00 feet to a point of ending.

 

TRACT A:

 

That part of the East Half of the East Half of
the Northwest Quarter of said Section 11, described as follows, to-wit: -
Commencing 330.05 feet West of the North Quarter post of said Section 11;
thence West, along said Section line, 334.00 feet to the Northwest corner
of said East Half of the East Half; thence South 0 degrees 05 minutes East,
along the West line of said East Half of the East Half, 2049.30 feet to the
North line of the Pere Marquette Railroad Company’s right-of-way; thence
Northeasterly, along said right-of-way line, a chord distance of North 63
degrees 34 minutes East 372.73 feet to a point that is 334.00 feet East of said
West line; thence North 0 degrees 05 minutes West, 1883.40 feet to the place of
beginning;

 

EXCEPTING THEREFROM Commencing 330.50 feet West
and 357.40 feet South 0 degrees 05’ East from the North Quarter post of said
Section 11; thence South 0 degrees 05 minutes East 16.00 feet; thence West
190,00 feet; thence North 0 degrees 05 minutes West 16.00 feet; thence East
190.00 feet to the place of beginning.

 

PARCEL 3:

 

That part of the East Half of the Northwest
Quarter of said Section 11, described as follows, to-wit: - Commencing at
the North Quarter post of said Section 11; thence West, along the
Section line, 250.22 feet; thence around a 3669.71 foot radius curve to
the left, a chord distance of South 10 degrees 59 minutes West 417.53 feet;
thence South 0 degrees 02 minutes East, along a line that is parallel to and
334.00 feet East of the West line of the East Half of the East Half of the
Northwest Quarter of said Section 11, 1474.88 feet to the North line of
the Chesapeake and Ohio Railroad right-of-way; thence Northeasterly, along the
North line of said right-of-way, to the intersection of the North line of said
right-of-way and the East line of the Northwest Quarter of said
Section 11; thence North 0 degrees 05 minutes West, along the East line of
said Northwest Quarter, to the place of beginning.

 

PARCEL 4:

 

Lots
7,  8, 9, 10 and 13 to 54 inclusive, and the South
10 feet of Lot 55, Tatro’s Addition to Sawyer, Chikaming Township, Berrien
County, Michigan, according to the Plat thereof, recorded May 26, 1909 in
Book 4 of Plats, page 50.

 

PARCEL 5:

 

That part of the Southwest Quarter of the
Northwest Quarter of Section 12, Township 7 South, Range 20 West,
Chikaming Township, Berrien County, Michigan, described as follows, to-wit: -
Commencing 1443.70 feet South of the Northwest corner of said Section 12;
thence North 89 degrees 33 minutes East 200.00 feet; thence South 54.00 feet;
thence South 89 degrees 33 minutes West 200.00 feet, to the West line of said
Section 12; thence North, along said West line, 54.00 feet to the place of
beginning.

 

1

 

Also described as follows: - Lots 29 to 59
inclusive, and vacated alley lying North of Lot 56, Tatro’s Addition to Sawyer,
Chikaming Township, Berrien County, Michigan, according to the Plat thereof,
recorded May 26, 1909 in Book 4 of Plats, page 50, and part of the
East Half of the Northwest Quarter of said Section 11, all described as
follows, to-wit: - Commencing at the North Quarter corner of said
Section 11; thence West on the North line of said Section 11, 250.22 feet to the Easterly right of way
line of Highway I-94; thence Southerly 905.43 feet, on a 3669.83 foot radius
curve to the left whose chord bears South 7 degrees 09 minutes 05 seconds West
903.14 feet; thence South 0 degrees 05 minutes 00 seconds West, on said
Easterly right of way line, 1006.97 feet to the Northerly right of way line of
the CSX Railroad (formerly Chesapeake and Ohio Railroad); thence Northeasterly
435.69 feet on said Northerly right of way line on a 2889.42 foot radius curve to
the left whose chord bears North 57 degrees 05 minutes 56 seconds East 435.28
feet; thence Northeasterly 195.96 feet, on said Northerly right of way line on
a 2889.42 foot radius curve to the left whose chord bears North 50 degrees 50
minutes 10 seconds East 195.92 feet; thence North 0 degrees 02 minutes 26
seconds West (platted North) 1509.91 feet; thence West 152.00 feet; thence
North 0 degrees 02 minutes 26 seconds West 33.00 feet to the place of
beginning.

 

Also Lots 7, 8, 9, 10 and 13 to 28 inclusive,
Tatro’s Addition to Sawyer, being a Subdivision in Section 11, Township 7
South, Range 20 West, Chikaming Township, Berrien County, Michigan, according
to the Plat thereof, recorded May 26, 1909 in Book 4 of Plats,
page 50. And Also that part of the Southwest Quarter of the Northwest
Quarter of Section 12, Township 7 South, Range 20 West, Chikaming
Township, Berrien County, Michigan, described as follows, to-wit: - Commencing
at a point on the West line of said Section 12, 1443.70 feet South 0
degrees 12 minutes 18 seconds East (deeded South) of the Northwest corner of
said Section 12; thence North 89 degrees 20 minutes 42 seconds East
(deeded North 89 degrees 33 minutes East) 200.00 feet; thence South 0 degrees
12 minutes 18 seconds East (deeded South) 54.00 feet; thence South 89 degrees
20 minutes 42 seconds West (deeded South 89 degrees 33 minutes West) 200.00
feet to the West line of said Section 12; thence North 0 degrees 12
minutes 18 seconds West (deeded North), on said West line, 54.00 feet to the
place of beginning.

 

2

 

A-64

 

	
   

  	
  3.190 Rogers, MN

  
	
   

  	
  13400 Rogers Drive

  
	
   

  	
  P.O. Box 238

  
	
   

  	
  Rogers, MN 55374

  
	
   

  	
  (TCA Site No. 190)

  

 

Legal
Description

 

Lot 1, Block 1, Union Oil Service Plaza, Hennepin
County, Minnesota;

 

Less and Except:

 

That part of Lot 1, Block 1, Union Oil Service
Plaza, shown as Parcel 1B on Minnesota Department of Transportation Right of
Way Plat Numbered 27-58 as the same is on file and of record in the office of
the County Recorder in and for Hennepin County, Minnesota.

 

 

A-65

 

	
   

  	
  3.047 Meridian, MS

  
	
   

  	
  2150 Russell Mt. Gilead Rd.

  
	
   

  	
  Meridian, MS 39301

  
	
   

  	
  (TCA Site No. 47)

  

 

All of the real property situated in
the County of Lauderdale, State of Mississippi more particularly described as
follows:

 

Parcel A:

 

Beginning at a point 375.53 feet
South of the Northwest corner of the NE 1/4 of the NW 1/4 of Section 5, Township 6 North, Range 17 East, thence
South 62 degrees 11 minutes East, 275.4 feet, thence South 27 degrees 49
minutes West 45.0 feet, thence South 62 degrees 11 minutes East 217.03 feet,
thence South 42 degrees 30 minutes East 305.2 feet, thence South 55 degrees
East 241.38 feet, thence South
15 degrees 51 minutes West, 89.83 feet, thence South 50 degrees 45 minutes West
175.5 feet, thence West 642.38 feet, thence North 810.47 feet to the POINT OF
BEGINNING, containing 9.3 acres more or less and being a part of the NE 1/4 of the NW1/4 of Section 5,
Township 6 North, Range 17 East, Lauderdale County, Mississippi, LESS AND EXCEPT
a strip of ground 210 feet wide East and West off and across the entire West
side of said property.

 

Parcel B:

 

Beginning at a point 414.52 feet East
and 645.11 feet South of the Northwest corner of the NE1/4 of the NW1/4 of Section 5,
Township 6 North, Range 17 East, thence Southeasterly along the South line of
public road 516.83 feet, thence South 16 degrees 51 minutes West 60.64 feet,
thence North 55 degrees West 241.38
feet, thence North 42 degrees 30 minutes West 305.2 feet to the POINT OF
BEGINNING, containing 0.7 acres more or less and being a part of the NE1/4 of the NW1/4 of Section 5,
Township 6 North, Range 17 East, Lauderdale County, Mississippi.

 

Parcel C:

 

Beginning at the Northeast corner of
the SE 1/4 of the NW1/4 of Section 5,
Township 6 North, Range 17 East, Lauderdale County, Mississippi, thence East
642.38 feet, thence South 56 degrees 45 minutes West along the North right of
way line of Interstate Highway #20 and #59, a distance of 315.74 feet, thence
South 70 degrees 04 minutes West 396.2 feet along POINT OF
BEGINNING, containing 2.5 acres more or less and being a part of the SE@/4 of the NW1/4 of Section 5,
Township 6 North, Range 17 East, Lauderdale County, Mississippi.

 

Parcel D:

 

Begin at the Southwest corner of NE1/4 of NW1/4 of Section 5,
Township 6 North, Range 17 East, Lauderdale County, Mississippi; thence East
210 feet, thence North 699.20 feet to the South line of Sims Public Road,
thence North 62 degrees 43 minutes West line of said NE1/4 of NW1/4, thence South along the West line of said NE1/4 of NW1/4 307.31 feet to the
POINT OF BEGINNING; being a part of NE1/4 of NW1/4 of Section 5,
Township 6 North , Range 17 East, Lauderdale County, Mississippi.

 

ALSO
DESCRIBED AS FOLLOWS:

 

Commence at the Northwest corner of
the Northeast 1/4 of the Northwest 1/4 of Section 5,
Township 6 North, Range 17 East, Lauderdale County, Mississippi: thence South
375.53 feet to a point on the South right-of-way line of Russell-Mt. Gilead Road;
thence South 62 degrees 11 minutes East 275.4 feet along said right-of-way line
to a Point, thence South 27 degrees 49 minutes West 45.0 feet along said
right-of-way line to a point, thence South 62 degrees 11 minutes East 217.03
feet along said right-of-way line to a point; thence Southeasterly 516.83 feet
along said right-of-way line to its intersection with the North right-of-way
line of the entrance ramp to interstate 20/59; thence South 16 degrees 51 minutes
West 150.47 feet along the North right-of-way line of said entrance ramp to a
point; thence South 58 degrees 45 minutes West 491.24 feet along said right-of-way
line to a point; thence South 70 degrees 04 minutes West 396.2 feet along said
right-of-way line to a point on the West line of the East 1/2 of the Northwest 1/4 of Section 5,
Township 6 North, Range 17 East; thence North 1109.4 feet along the West line
of the East 1/2 of the East 1/2 of the Northwest 1/4, Section 5 Township 6 North, Range 17 East, Lauderdale
County, Mississippi and containing 12.49 acres more or less.

 

 

A-66

 

	
   

  	
  3.018 Concordia, MO

  
	
   

  	
  102 NW 4th Street

  
	
   

  	
  P.O. Box 787

  
	
   

  	
  Concordia, MO 64020

  
	
   

  	
  (TCA
  Site No. 18)

  

 

A TRACT OF
LAND LOCATED IN THE SOUTHWEST QUARTER OF SECTION THIRTY THREE (33),
TOWNSHIP FORTY NINE (49) NORTH OF THE BASE LINE, RANGE TWENTY FOUR (24) WEST OF
THE FlFTH PRINCIPAL MERIDIAN, AND BEING A PART OF BLOCKS NUMBERED THREE
(3) AND FOUR (4) OF NORTHVIEW SUBDIVISION AS SAID BLOCKS APPEAR UPON
THE PLAT OF SAID SUBDIVISION OF RECORD IN PLAT BOOK 9 AT PAGE 33 IN THE OFFICE
OF THE RECORDER OF DEEDS FOR LAFAYETTE COUNTY, MISSOURI, AND BEING A
PART OF THE UNPLATTED LAND LYING IMMEDIATELY ADJACENT TO SAID BLOCKS
NUMBERED THREE (3) AND FOUR (4), AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS: BEGINNING AT A 1/2 INCH IRON BAR BEING THE WEST QUARTER CORNER OF SAID
SECTION THIRTY THREE (33), THENCE WITH THE QUARTER SECTION LINE,
SOUTH 89 DEGREES 01 MINUTES 29 SECONDS EAST 292.35 FEET, THENCE SOUTH 00
DEGREES 32 MINUTES 23 SECONDS WEST 195.01 FEET TO A POINT ON THE SOUTH LINE OF
A FUTURE STREET AND THE POINT OF BEGINNING, THENCE SOUTH 89 DEGREES 01 MINUTES
29 SECONDS EAST PARALLEL WITH SAID QUARTER SECTION, 1025.59 FEET TO THE
WESTERLY RIGHT OF WAY LINE OF MISSOURI ROUTE 23, THENCE WITH SAID RIGHT OF LINE
SOUTH 6 DEGREES 35 MINUTES 19 SECONDS WEST. 56.37 FEET TO THE BEGINNING OF A
CURVE TO THE RIGHT, THENCE ALONG SAID CURVE HAVING A RADIUS OF 1100.92 FEET FOR
AN ARC LENGTH OF 660.33 FEET, THE LONG CHORD FOR THE CURVE BEARS SOUTH 17
DEGREES 36 MINUTES 15 SECONDS WEST, 650.48 FEET, THENCE SOUTH 34 DEGREES 47
MINUTES 14 SECONDS WEST, 418.05 FEET, THENCE SOUTH 56 DEGREES 36 MINUTES 09
SECONDS WEST, 143.30 FEET, THENCE LEAVING SAID RIGHT OF WAY, NORTH 88 DEGREES
44 MINUTES 15 SECONDS WEST, 274.64 FEET, THENCE NORTH 00 DEGREES 32 MINUTES 23
SECONDS EAST, 200.00 FEET, THENCE NORTH 88 DEGREES 42 MINUTES 15 SECONDS WEST,
200.00 FEET. THENCE NORTH 00 DEGREES 32 MINUTES 23 SECONDS EAST, 905.00 FEET TO
THE POINT OF BEGINNING. EXCEPT THAT PART CONVEYED TO THE CITY OF CONCORDIA
BY INSTRUMENT OF RECORD IN BOOK 832 PAGE 441 IN SAID RECORDER’S OFFICE.

 

 

A-67

 

	
   

  	
  3.175 Foristell, MO

  
	
   

  	
  P.O. Box 69

  
	
   

  	
  3265 N. Service
  Road East

  
	
   

  	
  Foristell, MO 63348

  
	
   

  	
  (TCA Site No. 175)

  

 

PARCEL
1:

 

A tract
of land being part of Section 19, Township 47 North, Range 1 East and being
more particularly described as follows:

 

Commencing
at an old stone marking the Southwest corner of the Southeast one quarter of
the Northwest quarter of Section 19, Township 47 North, Range 1 East; thence
from said point South 89 degrees 42 minutes 30 seconds East 1325.19 feet to

a point on a curve on the Eastern
right of way line of State Highway “W”, said point marking the beginning point
of the tract hereinafter described; thence along said Highway “W” right of way
along a curve to the left an arc distance of 156.52 feet to a point marking the
point of tangency of said curve, said curve having a radius of 766.72 feet and
an included angle of 11 degrees 41 minutes 48 seconds; thence continuing along
said right of way South 89 degrees 59 minutes 50 seconds West 15.00 feet to an
iron pipe; thence North 2 degrees 19 minutes West along said right of way  20.93
feet to an iron pipe; thence South 89 degrees 57 minutes 30 seconds East
1049.11 feet to an old iron pin; thence South 0 degrees 03 minutes 40 seconds
West 1139.10 feet to an iron pipe on the Northern right of way fine of
Interstate Highway 70; thence along the Northern right of way line of
Interstate Highway 70 the following courses and distances: North 64 degrees 53
minutes West 7.00 feet; North 71 degrees 47 minutes 40 seconds West 769.10 feet;
North 48 degrees 09 minutes 50 seconds West 189.60 feet; North 0 degrees 08
minutes 23 seconds East 176.71 feet; South 60 degrees 39 minutes West 139.58
feet; North 47 degrees 53 minutes West 22.21 feet; North 39 degrees 27 minutes
50 seconds West 93.49 feet and North 32 degrees 02 minutes 30 seconds West
123.34 feet to an iron pipe marking the intersection of the North right of way
line and the Eastern right of way line of State Highway “W”; thence along the
Eastern right of way line of State Highway “W” North 7 degrees 18 minutes 40
seconds East 71.96 feet to an iron pipe marking a point of curvature on said
Highway “W”: thence along said right of way along said curve to the left an arc
distance of 238.65 feet to the place of
beginning, said curve having a radius of 766.72 feet and an included angle of
17 degrees 50 minutes 02 seconds all as per Survey and Plat made by St. Charles
County Engineering & Surveying, Inc. dated October 1969, EXCEPTING THEREFROM
that portion conveyed to Robert A. Kaiser by Special Warranty Deed recorded in
Book 995 Page 1946.

 

PARCEL
2:

 

Also a Non-exclusive Permanent Easement for the construction and
maintenance of underground efficient lateral line, across grantors’ part of the
Southeast quarter of the Northwest quarter of Section 19, Township 47 North,
Range 1 East, which abuts the West right of way line of State Route “W”, said easement
to be twenty (20) feet wide and adjacent to and parallel with the West right of way line of State Route “W” and is described as commencing at an
old stone marking the Southwest corner of the Southeast one quarter of the
Northwest quarter of Section 19, Township 47 North, Range 1 East; thence from
said point South 89 degrees 42 minutes 30 seconds East 1325.19 feet to a point
on a curve on the Eastern right of way line of State Highway “W”; thence along
said curve to the left along said highway right of way and arc distance of
156.52 feet to a point; said curve having a radius of 766.72 feet and an
included angle of 11 degrees 41 minutes 48 seconds; thence continuing along
said Highway “W” right of way  South 89 degrees 59 minutes 50
seconds West 15.00 feet and North 2 degrees 19 minutes West 20.95 feet to an
iron pipe on said right of way; thence North 89 degrees 57 minutes 30 seconds
West 76.71 feet to a point on the Western right  of way line
of said State Highway “W”; said point also marking the beginning point of the
easement herein described; thence along the Western right of way line of said
State Highway “W” South 6 degrees 54 minutes 40 seconds West 17.00 feet to a
point on said right of way: thence North 83 degrees 05 minutes 20 seconds West
20.00 feet to a point; thence North 6 degrees 54 minutes 40 seconds East 119.27
feet to a point being West

 

1

 

of
and 20 feet from the Western right of way line of said Highway “W”; thence North
0 degrees 00 minutes 10 seconds West being also 20 feet from and parallel to
the Western line of said State Highway “W” 523.79 feet to a point in a creek; thence
North 89 degrees 59 minutes 50 seconds East 20.00 feet to a point on the
Western right of way line of said Highway “W”; thence along the Western right
of way line of said Highway “W” South 0 degrees 00 minutes 10 seconds East
525.00 feet to a point on said right of way; thence continuing along said highway
right of way South 6 degrees 54 minutes 40 seconds West 103.48 feet to the
beginning point of said described easement.

 

PARCEL
3:

 

A
Non-exclusive Easement over a tract of land being part of Section 19, Township
47 North, Range 1 East, St. Charles County, Missouri, and being described as
follows:

 

Commencing
at the Southwest corner of the Southeast quarter of the Northwest quarter of
Section 19, Township 47 North Range 1 East; thence South 89 degrees 42 minutes
22 seconds East, a record distance of 1325.19 feet to a point on the East line
of Missouri State Highway “W”; thence along said East line along a curve to the
left, 156.52 feet to an old iron pipe, said curve having a radius of 766.72
feet and an included angle of 11 degrees 41 minutes 48 seconds; thence North 89
degrees 48 minutes 29 seconds West 15.14 feet to an old iron pipe; thence North
02 degrees 07 minutes 19 seconds West, 20.93 feet to a point thence departing
the East line of Missouri State Highway “W”, South 89 degrees 57 minutes 35
seconds East, 10.42 feet to the point of beginning of the easement herein
described; thence South 64 degrees 33 minutes 04 seconds East, 207.26 feet to a
point; thence South 26 degrees 54 minutes 47 seconds East, 386.20 feet to the
terminus of said easement.

 

2

 

Parcel 1 being the same as:

 

A tract of land being part
of section 19, Township 47 North, Range 1 East, and part of the same property
conveyed to Union oil Company of California as recorded in Book 552, Page 433
of the St. Charles County Missouri Recorder’s Office, said tract being more particularly described as follows:

 

COMMENCING at an old stone marking the Southwest corner of the Southeast Quarter of the Northwest
Quarter of Section 19, Township 47 North, Range 1 East; thence South 89 degrees 42 minutes 30 seconds East, 1325.19 feet to a point on a curve on the Eastern
right-of-way line of State Highway W; thence along said right-of-way line along a curve to the right having a radius of 766.72
feet, a central angle of 17 degrees 51 minutes 25 seconds an arc length of 238.96 feet, the chord of which bears South 20 degrees 38 minutes 55 seconds West, 237.99 feet to a point; thence
continuing along said right-of-way line, South 07 degrees 10 minutes 30 seconds West, 71.91 feet to
the point of intersection of said Eastern right-of-way line with the Northern right-of-way line, the
following; South 32 degrees 08 minutes 22 seconds East, 123.52 feet to a point;
thence South 39 degrees 10 minutes 47 seconds East, 93.38 feet to a point;
thence South 48 degrees 21 minutes 01 seconds East, 22.25 feet to a point; thence North 60
degrees 32 minutes 56 seconds East, 139.65 feet to the POINT OF BEGINNING
of the tract of land herein described; thence leaving said Northern right-of
way line and along the Eastern line of property
now or formerly of St.Louis West 70 Inn, Inc., as recorded in Book
1060, Page 728 of the said Recorder’s Office the following; North
51 degrees 39 minutes 41 seconds East, 285.00 feet to a Point;
thence North 16 degrees 53 minutes 04 seconds East, 435.00 feet to
the Southern line of property now or
formerly of Gibson Tract 1 as recorded in Book 1358, Page 50 of the said Recorder’s Office; thence leaving said Eastern line and along the Southern line of said Gibson Property and also along the Southern
line of property now or formerly of Garrett Tract 26 as recorded in Book 1358, Page 50 of the said Recorder’s
Office South 89 degrees 57 minutes 35 seconds East,
529.12 feet to the Northwest corner of property
now or formerly of St. Louis West 70 Truck Wash, Inc., Parcel No. 2, as recorded in Book 1060, Page 728 of the said Recorder’s Office; thence leaving said Southern line and along the Western line of said St.Louis
West 70 Truck Wash, Inc. property and also along the Western line of property now or formerly of St.Louis West 70 Truck Wash, Inc. Parcel No. 1, as recorded in Book
1060, Page 728 of the said Recorder’s Office, South 00 degrees 03 minutes 44
seconds West, 1139.10 feet to the Northern right-of-way line of the
aforementioned Interstate Highway 70; thence leaving said Western line and along said Northern right-of-way line the following; North 64 degrees 53 minutes 00 seconds West, 7.00 feet to a point; thence North 71 degrees 47 minutes 40 seconds West, 769.10 feet to a point; thence North 48 degrees 09 minutes 48 seconds West, 189.60 feet to a point; thence North 00 degrees 08 minutes 17
seconds East, 176.71 feet to the POINT OF BEGINNING.

 

3

 

A-68

 

	
   

  	
  3.051 Matthews, MO

  
	
   

  	
  854 State Highway 80

  
	
   

  	
  R.R. 1, Box 180

  
	
   

  	
  Matthews, MO 63867

  
	
   

  	
  (TCA Site No. 51)

  

 

TRACT
#1:

 

A
TRACT OF LAND SITUATED IN LOT 2 OF THE NORTHWEST QUARTER (NW1/4) OF SECTION 3, TOWNSHIP 24 NORTH, RANGE 14 EAST, SEE
PAGE 197 OF ACREAGE PLAT BOOK NO. 2, NEW MADRID COUNTY SURVEYORS’ RECORDS,
TO-WIT:

 

BEGINNING
AT A POINT ON THE HALF LOT LINE NO. 2 THEREIN DISTANT NORTH 0° 30’ EAST, 161
FEET FROM THE CENTER OF THE NORTHWEST QUARTER (NW1/4) OF SECTION 3, TOWNSHIP 24 NORTH, RANGE 14 EAST,
THENCE RUNNING IN A COURSE SOUTH 89° 07’ 34” WEST, 1006.25 FEET TO THE EAST
RIGHT-OF-WAY LINE, I-55 AND ROUTE 80 INTERCHANGE, THENCE RUNNING IN A COURSE
NORTH 10° 32’ 34” EAST, 509.85 FEET ALONG EAST RIGHT-OF-WAY LINE, THENCE
RUNNING IN A COURSE NORTH 24° 01’ 34” EAST 617 FEET TO THE SOUTH RIGHT-OF-WAY LINE
OF ROUTE 80, THENCE RUNNING IN A COURSE NORTH 84° 00’ 34” EAST, 878 FEET ALONG
SOUTH RIGHT-OF-WAY LINE OF ROUTE 80, THENCE RUNNING IN A COURSE NORTH 0° 43’ 26”
WEST 25 FEET, THENCE RUNNING IN A COURSE NORTH 89°16’ 34” EAST, 199.5 FEET TO
EAST P/L, THENCE RUNNING IN A COURSE SOUTH 0° 30’ WEST 365 FEET ALONG EAST P/L,
THENCE RUNNING IN A COURSE SOUTH 26° 48’ WEST 902.8 FEET ALONG EASTERLY P/L TO
THE POINT OF BEGINNING.

 

TRACT
# 2:

 

TOGETHER
WITH AN EASEMENT TWENTY (20) FEET WIDE ADJOINING AND IMMEDIATELY TO THE SOUTH
OF THE RIGHT OF WAY LINE OF THE STATE HIGHWAY 80, BEGINNING AT THE INTERSECTION OF
THE EAST SIDE OF THE ABOVE DESCRIBED PROPERTY (TRACT #1), AND THE SOUTH RIGHT
OF WAY LINE OF STATE HIGHWAY 80, THENCE IN AN EASTERLY DIRECTION TO THE ST.JOHN’S
DRAINAGE DITCH, LOCATED ON THE NORTH RALF (N1/2) OF SECTION 3, TOWNSHIP 24 NORTH, RANGE 14 EAST, FOR
THE PURPOSE OF INSTALLATION AND MAINTENANCE OF AN EIGHT (8) INCH EFFLUENT
LINES.

 

LAND
ARE ALSO DESCRIBED AS FOLLOWS:

 

THAT
PART OF THE WEST 1/2 OF LOT NO. 2 OF THE
NORTHWEST QUARTER, AND THAT PART OF THE EAST 1/2 OF LOT NO. 2 OF THE
NORTHWEST QUARTER, ALL BEING IN SECTION 3, TOWNSHIP 24 NORTH, RANGE 14
EAST OF THE FIFTH PRINCIPAL MERIDIAN, IN THE COUNTY OF NEW MADRID, STATE
OF MISSOURI, DESCRIBED AS FOLLOWS:

 

1

 

COMMENCE
AT THE SOUTHWEST CORNER OF THE EAST 1/2 OF THE NORTHWEST
QUARTER (1/4) OF SAID SECTION NO. 3, THENCE NORTH 0°30’00” EAST,
161.0 FEET, TO A FOUND 1 1/4 DIA. IRON PIPE,
MARKING THE PLACE OF BEGINNING; THENCE SOUTH 89°04’10” WEST, 1005.61 FEET, (THE
RECORD CALL ALONG SAID LINE BEING SOUTH 89°07’34” WEST, 1006.25 FEET), TO A
POINT ON THE EASTERN RIGHT OF WAY LINE OF INTERSTATE HIGHWAY “55”, SAID POINT
NOW MARKED BY A SET 1/2” DIA. IRON ROD WITH PLASTIC CAP, AND SAID POINT BEING
AT INTERSTATE “55” STATION 417+00, AND 170.00 FEET RIGHT OF CENTERLINE, WITH
THE CENTERLINE BEARING OF SAID INTERSTATE AT THIS POINT BEING NORTH 0°52’26”
WEST, THENCE ALONG THE EASTERN RIGHT OF WAY OF SAID INTERSTATE, NORTH 10°26’10”
EAST, 509.90 FEET, (THE RECORD CALL ALONG SAID LINE BEING NORTH 10°32’34” EAST,
509.85 FEET), TO A POINT WHICH IS 270 FEET, NORMAL AND OPPOSITE TO INTERSTATE
CENTERLINE STATION 412+00, AND SAID POINT BEING WITNESSED BY A METAL MISSOURI
STATE HIGHWAY AND TRANSPORTATION DEPARTMENT RIGHT OF WAY MARKER, WHICH BEARS
NORTH 89°07’34” EAST, 0.42 FEET FROM THE TRUE CORNER, THENCE CONTINUING ALONG
SAID EAST RIGHT OF WAY LINE, NORTH 23°59’22” EAST, 617.43 FEET, (THE RECORD CALL
ALONG SAID LINE BEING NORTH 24°01’22” EAST, 617.0 FEET), TO THE INTERSECTION OF
THE EAST RIGHT OF WAY LINE OF SAID INTERSTATE “55”, AND THE SOUTH LINE OF
MISSOURI STATE ROUTE “80”, SAID POINT BEING 529.60 FEET NORMAL AND OPPOSITE TO
INTERSTATE STATION 405+39.8, AND BEING 140 FEET NORMAL AND OPPOSITE TO MISSOURI
STATE ROUTE “80” STATION 87+25, AND SAID POINT BEING WITNESSED BY A METAL
MISSOURI STATE HIGHWAY AND TRANSPORTATION DEPARTMENT RIGHT OF WAY MARKER, WHICH
BEARS SOUTH 31°06’56” EAST, 0.49 FEET, FROM THE TRUE CORNER, THENCE ALONG THE
SOUTH RIGHT OF WAY LINE OF SAID ROUTE “80”, NORTH 83°55’44” EAST, 877.75 FEET,
(THE RECORD CALL ALONG SAID LINE BEARS NORTH 84°00’34” EAST, 878.0 FEET), TO A
METAL MISSOURI STATE HIGHWAY AND TRANSPORTATION DEPARTMENT RIGHT OF WAY MARKER,
BEING 60 FEET OPPOSITE AND NORMAL TO ROUTE “80” STATION 96+00, THENCE NORTH
00°43’26” EAST, 25.00 FEET, TO A POINT NOW MARKED BY A SET 1/2” DIA. IRON ROD
WITH PLASTIC CAP, SAID POINT BEING 25.00 OPPOSITE AND NORMAL TO ROUTE “80”
STATION 96+00, THENCE CONTINUING ALONG THE SOUTH RIGHT OF WAY LINE OF SAID
ROUTE “80”, NORTH 89°16’34” EAST, 199.50 FEET, TO A POINT NOW MARKED BY A SET
1/2” DIA. IRON ROD WITH A PLASTIC CAP, THENCE LEAVING SAID SOUTH RIGHT OF WAY
LINE, SOUTH 00°30’00” WEST, 365.00 FEET, TO A POINT NOW MARKED BY A SET 1/2”
DIA. IRON ROD-WITH A PLASTIC CAP, THENCE SOUTH 26°49’00” WEST, 901.55 FEET,
(THE RECORD CALL ALONG SAID LINE BEING SOUTH 26°48’ WEST, 902.80 FEET), TO THE
PLACE OF BEGINNING AND CONTAINING 28.574 ACRES (REC. DEED IN BOOK 267, PAGE
228, NEW MADRID COUNTY LAND RECORDS CALLS 29.48 ACRES), MORE OR LESS, AS SHOWN
ON THE ACCOMPANYING PLAT.

 

2

 

A-69

 

	
   

  	
  3.052
  Oak Grove, MO

  
	
   

  	
  100
  North Broadway

  
	
   

  	
  Oak
  Grove, MO 64075

  
	
   

  	
  (TCA
  Site No. 52)

  

 

LOT
1, UNION 76 ADDITION, A SUBDIVISION IN OAK GROVE, JACKSON COUNTY, MISSOURI,
DESCRIBED BY METES AND BOUNDS AS FOLLOWS:

 

BEGINNING
AS A POINT IN THE NORTH LINE OF THE NORTHEAST 1/4 OF NORTHEAST 1/4 OF SECTION 32,
TOWNSHIP 49, RANGE 29, 29.10 FEET WEST OF THE N.E. CORNER THEREOF, SAID POINT
BEING ON THE WEST LINE OF THE RIGHT OF WAY OF STATE HIGHWAY H (OUTERBELT 24-E)
(30 FEET FROM THE CENTER LINE OF SLAB); THENCE NORTH 88° 59’ WEST ALONG THE
NORTH LINE OF SAID 1/4 OF 1/4 SECTION 836.13
FEET; THENCE DUE SOUTH PARALLEL TO THE WEST LINE OF SAID RIGHT OF WAY 914.14
FEET TO A POINT ON THE NORTH LINE OF THE RIGHT OF WAY OF INTERSTATE 70 (135
FEET FROM CENTER LINE WESTBOUND SLAB); THENCE EASTERLY ALONG SAID RIGHT OF WAY
AND ALONG A CURVE TO THE RIGHT (HAVING A RADIUS OF 34,512.48 FEET) 170.60 FEET
TO A POINT OPPOSITE AND 135 FEET NORTH OF STATION 1360+00 OF SAID INTERSTATE
SURVEY; THENCE NORTH 86° 43’ EAST 352.37 FEET TO A POINT OPPOSITE AND 160 FEET
NORTH OF STATION 1363.50 OF SAID SURVEY; THENCE NORTH 40° 05’ EAST 238.55 FEET
TO A POINT OPPOSITE AND 190 FEET WEST OF STATION 18+5 OF STATE HIGHWAY H
SURVEY; THENCE DUE NORTH 150 FEET TO A POINT OPPOSITE AND 190 FEET WEST OF
STATION 20+00 OF SAID SURVEY; THENCE NORTH 24° 14’ EAST 219.32 FEET TO A POINT
OPPOSITE AND 100 FEET WEST OF STATION 22+00 OF SAID SURVEY; THENCE DUE EAST 70
FEET; THENCE DUE NORTH ALONG THE WEST LINE OF SAID STATE HIGHWAY H RIGHT OF WAY
(30 FEET FROM CENTER LINE THEREOF) 346.48 FEET TO THE POINT OF BEGINNING.

 

ALSO
DESCRIBED AS FOLLOWS:

 

PART OF
LOT 1 OF “UNION 76 ADDITION”,
A SUBDIVISION RECORDED IN PLAT BOOK I-43, PAGE 105 OF THE JACKSON COUNTY,
MISSOURI RECORDS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING
AT A POINT ON THE NORTH LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 32,
TOWNSHIP 49, RANGE 29, 54.10 FEET WEST OF THE NORTHEAST CORNER THEREOF, SAID
POINT BEING ON THE WEST LINE OF THE RIGHT-OF-WAY OF STATE HIGHWAY H (OUTERBELT
24-E) AS WIDENED BY DEED RECORDED IN BOOK I-1892 PAGE 583 OF THE JACKSON COUNTY
RECORDS (55 FEET FROM THE CENTER LINE OF SLAB); THENCE ALONG SAID WEST LINE AND
ALONG THE NORTHERLY LINE OF THE NORTH OUTER ROADWAY OF INTERSTATE HIGHWAY 70
THEN FOLLOWING BEARING AND DISTANCES SOUTH 02° 28’ 32” WEST 347.25 FEET, WEST 30.00
FEET SOUTH 24° 14’ WEST 219.03 FEET, SOUTH 15° 34’ 12” WEST 200.74 FEET, SOUTH
33° 41’ 21” WEST 89.58 FEET, SOUTH 52° 47’ 13” WEST 89.58 FEET,
SOUTH 65° 15’ 18” WEST 32.49 FEET, SOUTH 86° 43’ WEST 301.59 FEET, TO A  POINT OF CURVE; THENCE
EASTWARDLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 34,512.48 FEET AN ARC
DISTANCE OF 170.59 FEET TO THE SOUTHWESTERN CORNER OF SAID LOT 1, THENCE ALONG
THE WEST LINE OF SAID LOT 1 NORTH 00° EAST A DISTANCE OF 914.14 FEET TO THE
NORTHWEST CORNER THEREOF; THENCE ALONG THE NORTH LINE OF SAID LOT 1 SOUTH 88°
59’ EAST A DISTANCE OF 811.13 FEET TO THE POINT OF BEGINNING.

 

 

A-70

 

	
   

  	
  3.193 Grand Island,
  NE

  
	
   

  	
  8033 W. Holling Rd.

  
	
   

  	
  P.O. Box 167

  
	
   

  	
  Alda, NE 68810

  
	
   

  	
  (TCA Site
  No. 193 – Grand Island)

  

 

Legal Description

 

The
land referred to is situated in the State of Nebraska,
County of Hall and is described as
follows:

 

ALL
THAT CERTAIN REAL PROPERTY LOCATED IN THE COUNTY OF HALL, STATE OF NEBRASKA,
BEING MORE PARTICULARLY DESCRIBED AS:

 

A
TRACT OF LAND COMPRISING A PART OF THE NE1/4, NE1/4 OF SECTION 36
TOWNSHIP 10 NORTH, RANGE 11 WEST OF THE 6TH P.M. IN HALL COUNTY. NEBRASKA,
MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE
OF SAID SECTION 36, SAID POINT BEING 42.1 FEET WEST OF THE NORTHEAST CORNER
OF SAID SECTION 36; THENCE RUNNING SOUTHWESTERLY ALONG A LINE FORMING AN
ANGLE OF 49°46’45” WITH SAID SECTION LINE, AND ALONG THE NORTHWESTERLY HIGHWAY RIGHT-OF-WAY LINE, A
DISTANCE OF 1,046.4 FEET, TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG
THE ARC OF A CURVE TO THE RIGHT WHOSE RADIUS IS 718.51 FEET (INITIAL TANGENT OF
WHICH COINCIDES WITH THE LAST DESCRIBED COURSE), A DISTANCE OF 350.2 FEET;
THENCE CONTINUING SOUTHWESTERLY ALONG THE FINAL TANGENT OF THE LAST DESCRIBED
CURVE, AND ON SAID RIGHT-OF-WAY LINE, A DISTANCE OF 265.55 FEET TO THE WEST LINE
OF SAID NE1/4, NE1/4, A DISTANCE OF 1,101.24 FEET TO THE NORTHWEST CORNER OF
SAID NE1/4, NE1/4; THENCE EASTERLY ALONG THE NORTH LINE OF SAID
SECTION 36, A DISTANCE 1,243.92 FEET TO THE PLACE OF BEGINNING.

 

ALL
OF THE ABOVE-DESCRIBED LAND BEING THE SAME AS THE FOLLOWING:

 

LEGAL
DESCRIPTION

 

A
TRACT OF LAND COMPRISING A PART OF THE NE1/4 NE1/4 OF SECTION 36, TOWNSHIP
10 NORTH, RANGE 11 WEST OF THE 6TH P.M., IN HALL COUNTY, NEBRASKA,
AND MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING
AT A POINT ON THE NORTH LINE OF SAID SECTION 36; SAID POINT BEING 41.2
FEET WEST OF THE NORTHEAST CORNER OF SAID SECTION 36; THENCE SOUTH 40° 13’
26” WEST ALONG AND UPON THE NORTHWESTERLY HIGHWAY RIGHT-OF-WAY LINE A DISTANCE
OF 1,046.4 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG THE ARC OF
A CURVE TO THE RIGHT  WHOSE RADIUS IS 718.51 FEET (INITIAL TANGENT OF WHICH
COINCIDES WITH THE LAST DESCRIBED COURSE), A DISTANCE OF 350.2 FEET (LONG CHORD
346.74 FEET - LONG CHORD BEARING SOUTH 54° 11’ 12.5” WEST); THENCE CONTINUING
SOUTHWESTERLY (SOUTH 68°08’59” WEST) ALONG AND UPON THE FINAL TANGENT OF THE
LAST DESCRIBED CURVE AND ON SAID RIGHT OF WAY LINE A  DISTANCE OF 265.44 FEET TO A POINT ON THE WEST LINE OF
SAID NE1/4 NE1/4; THENCE NORTH 02°06’19” WEST ALONG AND UPON THE WEST LINE OF
SAID NE1/4 NE1/4, A DISTANCE OF 1,101.38 FEET TO THE NORTHWEST CORNER OF SAID
NE1/4 NE1/4; THENCE NORTH 90°00’00” EAST ALONG AND UPON THE NORTH LINE OF SAID
SECTION 36, A DISTANCE OF 1,243.75 FEET TO THE POINT OF BEGINNING.

 

NOTE:
THE ABOVE BEARINGS ARE RELATIVE TO THE NORTH LINE OF THE NE1/4 NE1/4 WHICH WAS
ASSUMED AS NORTH 90°00’00” EAST.

 

 

A-71

 

	
   

  	
  3.090 Ogallala, NE 

  
	
   

  	
  P.O. Box 217

  
	
   

  	
  103 Prospectors
  Drive 

  
	
   

  	
  Ogallala, NE 69153

  
	
   

  	
  (TCA
  Site No. 90)

  

 

Legal Description

 

The land referred to is
situated in the State of Nebraska,
County of Keith and is described as follows:

 

A tract  of real estate located in Section 7, Township 13 North, Range 38,
West of the 6th P.M., in Keith County, Nebraska, described more
particularly as follows:

 

Commencing
at a point on the east line of Section 7, Township 13 North, Range 38 West
of the6th P.M. said point being 33 feet North of the East quarter corner
of said Section 7, said point also being the point of beginning; thence continuing north on the east
line of said Section 7, a distance of 584.2 feet to a point, said point
being on the South right-of-way line of Interstate Highway No. I-80;
thence in a Southwesterly direction on a 1332.39 feet radius curve to the left,
initial tangent of which forms an angle of 104°29’ left from said East line a
distance of 124.3 feet to the point of tangency; thence in a Southwesterly
direction on tangent and on said South right-of-way line of said Interstate
Highway a distance of 213.8 feet to a point; thence left 3°29’ and on said
South right-of-way line of said Interstate Highway a distance of 824.0 feet to
a point; thence left 50°24’ and on said East right-of-way line of said Interstate
Highway a distance of119.3 feet to a point; thence left 106°23’ a distance of
253.2 feet to a point; thence right 5°25’ a distance of 127.4 feet to a point,
said point being on the North right-of-way line of the present County Road;
thence East and on the said North right-of-way line of said County Road a
distance of 730.1 feet to the point of beginning and containing 9.2 acres more
or less, together with all right, title and interest of the grantor in and to
any and all roads, streets, alleys and ways bounding said premises.

 

A
parcel of land, located in Government Lot No. 1 in Section 8,
Township 13 North, Range 38 West of the 6th P.M., in Keith County,
Nebraska, described as follows:

 

Beginning
at the Southwest corner of the Government Lot No. 1 in Section 8;
thence, along the west line thereof, N0°00’E 33.00 feet to the intersection
with the North line of the County road right-of-way, the true point of
beginning; thence continuing N0°00’E 558.36 feet to the intersection with the
southerly line of the I-80 right-of-way; thence, along said southerly line,
along a curve to the east, concave to the south, with an initial radial bearing
S14°38’26”E, a radius of 1332.39 feet, through a central angle of 13°56’58”,
for an arc distance of 324.38 feet; thence, continuing along said southerly
line, N85°02’20”E, 245.10 feet to a point which is 565 feet east from said west
line; thence, along a line which is parallel with said west line, S0°00’E
622.05 feet to a point on the North line of the County Road right-of-way;
thence, along said North line, N89°58’30”W 565.00 feet to the true point of
beginning, together with all appurtenances thereto belonging or in anywise
appertaining, and all right, title and interest of grantor in and to any and
all roads, streets and ways bounding said premises.

 

All
of the above described land being the same as follows:

 

A
tract of land in Section 7, Township 13 North, Range 38 West of the
6th P.M., in Keith County, Nebraska described as follows:

 

Commencing at a point on the east
line of said Section 7, said point being 33.0 feet North of the East
Quarter Corner of said Section 7, said point also being the point of
beginning, thence North 89°58’ West on the northerly County Road right-of-way,
a distance of 730.1 feet; thence North 84°32’ West, a distance of 127.4 feet;
thence North 89°58’ West on a line parallel to the northerly County Road
right-of-way a distance of 253.2 feet to the southerly right-of-way of
Interstate Highway No. I-80; thence North 16°25’ East on said right-of-way a
distance of 119.3 feet; thence North 66°49’ East on said right-of-way a
distance of 213.8 feet; thence northeasterly on a 1332.39 feet radius curve to
the right, the initial radial bearing South 19°05’46” East, a radius of 1332.39
feet, through a central angle of 5°16’39”, for an arc distance of 122.72 feet
to the east line of said Section 7; thence South on the east line of said
Section 7 a distance of 558.36 feet to the place of beginning.

 

A
parcel of land located in Government Lot No. 1 in Section 8, Township
13 North, Range 38 West of the 6th P.M., Keith County,
Nebraska, described as follows:

 

Beginning
at the southwest corner of the Government No. 1 in Section 8, thence,
along the west line thereof, North 0°00’ East 33.00 feet to the intersection
with the north line of the County Road right-of-way, the true point of
beginning, thence continuing North 0°00’ East 558.36 feet to the intersection with
the southerly line of the I-80 right-of-way; thence, along said southerly line,
along a curve to the east, concave to the south, with an initial radial bearing
South 14°38’26” East, a radius of 1132.39 feet, through a central angle of
13°56’58” for an arc distance of 324.38 feet; thence, continuing along said
southerly

 

1

 

line,
North 85°32’55” East, a distance of 242.28 feet; thence South 0°15’16” East a
distance of 620.58 feet to a point on the north line of the County Road
right-of-way; thence, along said north line, North 89°58’30” West a distance of
565.0 feet to the true point of beginning.

 

2

 

A-72

 

	
   

  	
  3.108 Las Vegas, NV

  
	
   

  	
  8050 Dean Martin
  Drive

  
	
   

  	
  Las Vegas, NV 89139

  
	
   

  	
  (TCA Site
  No. 108)

  

 

LEGAL DESCRIPTION

 

A
PORTION OF THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 8, AND THE NORTHWEST QUARTER (NW 1/4) OF SECTION 17, TOWNSHIP 22 SOUTH, M.D.M., MORE
PARTICULARLY DESCRIBED AS FOLLOWS:

 

COMMENCING
AT THE SOUTHWEST CORNER OF SAID SECTION 8, THENCE SOUTH 88°34’01” EAST
ALONG THE SOUTH LINE THEREOF 704.35 FEET TO THE TRUE POINT OF BEGINNING ALSO
BEING A POINT ON THE EASTERLY RIGHT OF WAY LINE OF INDUSTRIAL ROAD (80.00 FEET
WIDE); THENCE THE FOLLOWING COURSES ALONG THE EASTERLY AND SOUTHERLY RIGHT OF
WAY LINE OF SAID INDUSTRIAL ROAD, NORTH 000’01” EAST, 184.93 FEET TO A POINT OF
CURVE, SAID CURVE BEING CONCAVE SOUTHEASTERLY HAVING A RADIUS OF 385.00 FEET
AND SUBTENDING A CENTRAL ANGLE OF 83°44’12”; THENCE CURVING TO THE RIGHT ALONG
THE ARC OF SAID CURVE, 562.67 FEET TO A POINT OF TANGENT; THENCE NORTH 83°44’13”
EAST, 445.36 FEET TO A POINT OF CURVE, SAID CURVE BEING CONCAVE NORTHWESTERLY
HAVING A RADIUS OF 610.00 FEET AND SUBTENDING A CENTRAL ANGLE OF 10°16’24”;
THENCE CURVING TO THE LEFT ALONG THE ARC OF SAID CURVE, 109.38 FEET TO A POINT
ON THE NORTH LINE OF THE WEST HALF (W 1/2) OF THE SOUTHWEST QUARTER (SW 1/4) OF THE SOUTHEAST QUARTER (SE 1/4) OF THE SOUTHWEST QUARTER (SW 1/4) OF SAID SECTION 8; THENCE SOUTH 88°34’51” EAST
ALONG THE NORTH LINE THEREOF, 63.75 FEET TO THE NORTHEAST CORNER THEREOF;
THENCE SOUTH 0°01’02” WEST ALONG THE EAST LINE THEREOF, 78.27 FEET TO A POINT
ON THE NORTHWESTERLY RIGHT OF WAY LINE OF THE BLUE DIAMOND OVERPASS OFFRAMP
ALSO BEING A POINT ON A CURVE, SAID CURVE BEING CONCAVE EASTERLY HAVING A
RADIUS OF 600.00 FEET AND SUBTENDING A CENTRAL ANGLE OF 03°37’52”; THENCE THE
FOLLOWING COURSES ALONG BLUE DIAMOND RIGHT OF WAY LINE, CURVING TO THE LEFT
ALONG THE ARC OF SAID CURVE 50.70 FEET TO A POINT OF REVERSE CURVE, SAID CURVE
BEING CONCAVE NORTHWESTERLY HAVING A RADIUS OF 600.00 FEET AND SUBTENDING A
CENTRAL ANGLE OF 48°47’33”; THENCE CURVING TO THE RIGHT ALONG THE ARC OF SAID
CURVE, 510.95 FEET TO A POINT OF TANGENCY; THENCE SOUTH 58°46’16” WEST, 214.70
FEET TO A POINT ON THE SOUTH LINE OF SECTION 8; THENCE CONTINUING SOUTH
58°46’16” WEST, 564.47 FEET TO A POINT OF INTERSECTION WITH SAID EASTERLY
RIGHT OF WAY LINE OF INDUSTRIAL ROAD; THENCE NORTH 0°00’01” EAST ALONG SAID
EASTERLY RIGHT OF WAY LINE, 304.73 FEET TO THE TRUE POINT OF BEGINNING.

 

FURTHER
EXCEPTING THEREFROM THAT PORTION WHICH IS CONVEYED TO STATE OF NEVADA BY A DEED
RECORDED OCTOBER 13, 2004 IN BOOK 20041013 AS INSTRUMENT NO. 00615 OF OFFICIAL
RECORDS, CLARK COUNTY, NEVADA.

 

 

A-73

 

	
   

  	
  3.181 Mill City, NV

  
	
   

  	
  6000 E. Frontage Road

  
	
   

  	
  Mill City, NV 89418

  
	
   

  	
  (TCA Site No. 181)

  

 

Parcel 
1

 

A parcel of land
lying in Section 33, Township 33 North, Range 35 East, M.D.B.&M., and
being more particularly described as follows:

 

Beginning at the
West 1/4 corner of said Section 33, the TRUE POINT OF BEGINNING;

 

THENCE N 00°58’41”
W, 1,569.35’ along the West boundary of Section 33 to the Eastern right of
way line of the Southern Pacific Railroad;

 

THENCE N 22°09’22”
E, 1,167.39’ along the Southern Pacific Railroad right of way to the North boundary
of Section 33;

 

THENCE S 88°45’40”
E, 1,602.98’ along the North boundary of Section 33 along the North
boundary of Section 33 to the Western right of way line of FE 415;

 

THENCE S 19°28’45”
W, 1,180.97’ along the Western right of way line of FE 415;

 

THENCE CONTINUING
along FE 415 S 23°39’26”  W,
546.48’;

 

THENCE CONTINUING
along FE 415 S 66°20’34” E, 82.0’;

 

THENCE CONTINUING
along FE 415 S 23°43’46” W, 1,003.98’;

 

THENCE CONTINUING
along FE 415 on a curve to the right 1,602.04’, said curve having a central
angle of 9°14’04” a radius of 9,940’ and a tangent bearing of S 29°26’38” W:

 

THENCE S 89°59’05”
W, 177.44’ to the West boundary of Section 33;

 

THENCE N 00°00°55’
W, 1,276.07’ to the TRUE POINT OF BEGINNING.

 

The above metes and
bounds description appeared previously in that certain document recorded December 8,
1998 in Book 336, Page 515 as File No. 221179, in the office of the
County Recorder of Humboldt County, Nevada.

 

EXCEPTING THEREFROM
that portion thereof lying within the exterior boundaries of BURNS BROS
SUBDIVISION, according to the map thereof filed in the office of the County
Recorder of Pershing County, State of Nevada on February 22, 1989, in
Pocket 2, Folder 5 of Maps, as Document No. 129815.

 

PARCEL 2

 

LOTS 1 through 10, inclusive, in Block A and
LOTS 1 through 13, inclusive, in Block B, of BURNS BROS SUBDIVISION, according
to the Official Map thereof, filed in the Office of the County Recorder of
Pershing County, State of Nevada, on February 22, 1989, in Pocket 2, Folder 5 of Maps, as Document No. 129815.

 

 

PARCEL
3

 

That
portion of the E1/2 of the NW 1/4 of Section 33, T. 33 N., R. 35 E.,
M.D.B. & M., and more fully described as follows.

 

BEGINNING
at a point on the left or Westerly right-of-way line of interstate
Route 80 (Project I-080-2 (8) 140), 118.00 feet left of and at
right angles to Highway Engineer’s Station “AW” D=400.00 P.O.T.; said point of
beginning further described as bearing S.423.13 “03” E a distance of 2,343.57
feet from the Northwest Corner of Section 33, T.33 N., R. 35 E., M.D. &
M.,

 

thence
along the former left or Westerly right-of-way line of Interstate 80, the
following three (3) courses and distances;

 

1)  N.66°
28’ 15” W. - 82.00 feet;

 

2)  N.23°
31’ 45” E. - 546.48 feet;

 

3)  N.19°
21’ 03” E. - 1,210.84 feet to an intersection with said left or Westerly
right-of-way of Interstate Route 80:

 

thence
S.88° 23’ 36” E., along said right-of-way line, which is coincident with the
North section line of said Section 33, a distance of 78.76 feet to a
point,

 

thence
along said left or Westerly right-of-way line of Interstate Route 80, the
following three (3) courses and distances:

 

1)   S.19°
21’ 03” W. - 1,224.91 feet

 

2)   from
a tangent which bears the last described course, curving to the right with a
radius of 2,975 feet, through an angle of 4° 10’ 42”, an arc distance of 216.95
feet;

 

3)   S.23°
31’ 45” W. - 345.09 feet to the point of beginning; said parcel contains an
area of 3.13 acres (136,286 square feet), more or less.

 

The
above described parcel shall have no access in and to Interstate Route 80
(Project I-080-2 (8) 140). Subject to any and all existing utilities,
whether of record or not.

 

 

A-74

 

	
   

  	
  3.172 Sparks, NV

  
	
   

  	
  200 North McCarran Blvd. 

  
	
   

  	
  Sparks, NV 89431

  
	
   

  	
  (TCA Site No. 172)

  

 

PARCEL 1:

 

A portion of Section 4
and 9, Township 19 North, Range 20 East, M.D.B.&M., being more particularly
described as follows:

 

COMMENCING at the
Northeast corner of said Section 9; thence South 81°36’31” East 376.96
feet to a point on the centerline of a proposed roadway known as Nichols
Boulevard; thence along the said centerline North 59°43’50” West 1280.34 feet
to the intersection of the Easterly right of way line of McCarran Boulevard
with centerline of Nichols Boulevard, said point being the Point of Beginning
of this description; thence along the centerline of said Nichols Boulevard
South 59°43’50” East 691.24 feet; thence South 30°16’10” West 1074.75 feet to
the Northeasterly right of way line of Interstate 80’ thence along said
Interstate 80 right or way North 56°42’18” West 541.97 feet; thence leaving
said right of way North 30°16’10” East 230.40 feet; thence North 59°43’50” West
150.02 feet to the Easterly right of way line of said McCarran Boulevard; thence
along said right of way line North 30°16’10” East 815.74 feet to the Point of
Beginning.

 

EXCEPTING THEREFROM
that portion thereof conveyed to the City of Sparks for Nichols Boulevard by
Deed recorded March 9, 1972 under File No. 237148.

 

AND EXCEPTING
THEREFROM that portion thereof conveyed to the State of Nevada for highway
purposes by Deed recorded February 5, 1975, under File No. 354503.

 

FURTHER EXCEPTING
THEREFROM those portions conveyed to the State of Nevada for highway purposes
by Deeds recorded May 17, 1991, under File No’s. 1480276 and 1480277, Official
Records.

 

APN: 037-013-12

 

Document Number
1664491 is provided pursuant to the requirements of NRS 111.312 

 

PARCEL 2:

 

Parcel 1 as shown on
Parcel Map No. 142, Parcel Map for ROBERT L. HELMS, recorded in the office
of the County Recorder of Washoe County, State of Nevada on March 11, 1974, under
Document No. 357608, Official Records.

 

APN: 037-013-10 

 

PARCEL 3:

 

A portion of Section 9
and 10, Township 19 North, Range 20 East, M.D.B.&M., which is described as
follows:

 

COMMENCING at the
Northeast corner of said Section 9; thence South 81°36’31” East 376.96
feet to the intersection of Nichols Boulevard and Howard Drive; thence along
the centerline of Nichols Boulevard, North 59°43’50” West 275.90 feet; thence
leaving said centerline, south 30°16’10” West 40.00 feet to the True Point of
Beginning; said point also being the Northeast

 

 

corner of that
certain parcel of land described in Instrument recorded in Book 817, Page 388,
Document No. 327383, Official Records of Washoe County; thence from said
Point of Beginning along the East line of the above mentioned parcel and the
Southerly prolongation thereof, South 30°16’10” West 984.85 feet to the
Northeasterly right of way line of Interstate 80, Project I-UI-RFI-080-1(64) 17,
being further described as being a point on the Northeasterly line of that
certain parcel of land described in Instrument recorded in Book 859, Page 409,
Document No. 347682, Official Records of Washoe County, Nevada; thence
along said right of way line of Interstate 80 from a tangent that bears South
46°45’31” East along the arc of a 1328 foot radius curve to the left, having a
central angle of 01°19”30”, an arc distance of 30.71 feet; thence leaving said
right of way line, North 30°16’10” East 1031.40 feet to the centerline of
Nichols Boulevard; thence along said centerline, South 59°43’50” East 30.00
feet to a point; thence South 30°16’10” West 40.0 feet to the Point of Beginning.

 

EXCEPTING THEREFROM
that portion thereof conveyed to SIERRA 76, INCORPORATED by Deed recorded December
11, 1980 under File No. 711758.

 

APN: 037-013-10

 

Document Number
1664491 is provided pursuant to the requirements of NRS 111.312

 

PARCEL 4: -Easement

 

A portion of Sections
3, 9 and 10, Township 19 North, Range 20 East, M.D.B.&M., described as
follows:

 

COMMENCING at the
Northeast corner of Section 9, Township 19 North, Range 20 East, M.D.B.&M.;
thence South 81°36’31” East 376.96 feet to the intersection of Nichols
Boulevard and Howard Drive; thence along the centerline of Nichols Boulevard
North 59°43’50” West 245.90 feet; thence leaving said centerline South 30°16’10”
West 40.00 feet to the right-of-way of Nichols Boulevard and the True Point of
Beginning; thence South 30°16’10” West 417.25 feet; thence North 59°43’50” West
30.00 feet; thence North 30°16’10” East 417.25 feet to the Southerly
right-of-way line of Nichols Boulevard; thence along said Southerly
right-of-way line South 59°43’50” East 30.00 feet to the True Point of
Beginning.

 

APN: 037-013-09

 

Document Number
1877851 is provided pursuant to the requirements of NRS 111.312

 

 

A-75

 

	
   

  	
  3.211
  Greenland, NH

  
	
   

  	
  108 Ocean Drive

  
	
   

  	
  Greenland, NH 03840

  
	
   

  	
  (TCA Site No. 211)

  

 

Legal
Description

 

LEASEHOLD DESCRIPTION:

 

A certain tract or parcel of land situated on
the easterly side of Route 101, so-called, in Greenland, County of Rockingham
and State of New Hampshire, shown on a plan entitled, “Plan of Land, Ocean Road,
NH for Exit 3 Truck Service, Inc.”, drawn by Durgin, Verra and Associates, Inc.,
dated June 21, 1990, bounded and described as follows on said Plan:

 

Beginning at a point on the northeasterly
sideline of Ocean Road and the intersection with Route 101 shown as “found NHHB”;

 

Thence proceeding S 45° 19’ 46” E a distance of
732.61’, more or less to a point;

 

Thence turning and running S 23° 23’ 51” W a
distance of 394.26’, more or less to a point;

 

Thence turning and running N 40° 40’ 20” W a
distance of 223.22’, more or less to a point;

 

Thence proceeding N 77° 27’ 21” W a distance of 167.00
feet, more or less to a point;

 

Thence turning and running N 40° 40’ 20” W a
distance of 152.23 feet, more or less to a point;

 

Thence proceeding N 38° 39’ 05” W a distance of
99.64 feet, more or less to a point;

 

Thence proceeding N 32° 004’ 15” W a distance of 72.99
feet, more or less to a point;

 

Thence proceeding N 27° 47’ 00” W a distance of
82.12 feet more or less to a point;

 

Thence turning and running N 26° 58’ 47” E a
distance of 197.00 feet to the point of beginning.

 

 

A-76

 

	
   

  	
  3.048 Bloomsbury, NJ

  
	
   

  	
  975 St. Rt. 173

  
	
   

  	
  P.O. Box 427

  
	
   

  	
  Bloomsbury, NJ
  08804

  
	
   

  	
  (TCA Site
  No. 48)

  

 

Legal Description

 

ALL that certain lot,
parcel or tract of land, situate and lying in the Borough of Bloomsbury, County
of Hunterdon, State of New Jersey, and being more particularly described as
follows:

 

TRACT 1

 

BEGINNING at a point
in the Northerly right of way line of New Jersey State Highway Route 173 (variable
width), said point being the intersection of same with the common line between
Tax Map Lots 1 and 3, in Block 30, and from said beginning point running;

 

(1)                                 South 74 degrees 09 minutes 26 seconds West along
said Northerly right of way line of New Jersey State Highway Route 173, 67.22
feet to a cross cut set; thence

 

(2)                                 South 78 degrees 58 minutes 20 seconds West along
same, 198.05 feet to a point; thence

 

(3)                                 South 72 degrees 42 minutes 03 seconds West along
same, 102.29 feet to an iron pin set; thence

 

(4)                                 South 56 degrees 24 minutes 07 seconds West along
same, 53.89 feet to a point; thence

 

(5)                                 Westerly along same, along a curve to the right
having a radius of 17,155.76 feet, a delta angle of 00 degrees 20 minutes 20
seconds, and arc length of 101.43 feet to an iron pin set at a point of
tangency; thence

 

(6)                                 South 78 degrees 59 minutes 54 seconds West along
same, 188.50 feet to an iron pin set at a point of curvature; thence

 

(7)                                 Westerly along same, along a curve to the right
having a radius of 1604.28 feet, a delta angle of 09 degrees 37 minutes 00
seconds, an arc length of 269.27 feet to a point; thence

 

(8)                                 North 11 degrees 45 minutes 15 seconds East along
the common line between Tax Map Lots 3 and 4 in Block 30, 836.91 feet to an
iron pin set in the Southerly right of way line of Interstate Highway Route 78
(300 feet wide); thence

 

(9)                                 Easterly along same, along a curve to the left
having a radius of 10,150.00 feet, a delta angle of 03 degrees 24 minutes 54 seconds,
an arc length of 604.97 feet to
an iron pin set; thence

 

(10)                          South 76 degrees 56 minutes 38 seconds East along
same, 77.01 feet to an iron pin set; thence

 

(11)                          South 15 degrees 24 minutes 31 seconds East along
the common line between Tax Map Lots 1 and 3 in Block 30, 463.37 feet to the
point and place of BEGINNING.

 

BEING Lot 3 in Block
30 Tax Map Borough of Bloomsbury.

 

1

 

BEGINNING at an
existing monument found in the Northeasterly right of way line of New Jersey
State Highway Route 173 (variable width), said point being the intersection of
same with the common line between Tax Map Lots 4.01 and 4 in Block 30, and from
said beginning point running;

 

(1)                                 North 71 degrees 12 minutes 50 seconds West along
said Northeasterly right of way line of New Jersey State Highway Route 173, 212.88
feet to an iron pin set at a point of curvature; thence

 

(2)                                 Westerly along same, along a curve to the left having
a radius of 606.69 feet, a delta angle
of 18 degrees 04 minutes 56 seconds, an arc length of 191.47 feet to the
Musconetcong River; thence

 

(3)                                 North 44 degrees 54 minutes 38 seconds East along
the Musconetcong River, 233.85 feet to a point; thence

 

(4)                                 South 71 degrees 12 minutes 50 seconds East along
the common line between Tax Map Lots 4.01 and 4 in Block 30, 298.22 feet to an
iron pin set; thence

 

(5)                                 South 18 degrees 47 minutes 10 seconds West along
same, 180.00 feet to the point and place of BEGINNING.

 

BEING Lot 4.01 in Block 30
Tax Map Borough of Bloomsbury.

 

2

 

A-77

 

	
   

  	
   

  	
  3.006 Columbia, NJ

  
	
   

  	
   

  	
  2 Simpson Road  

  
	
   

  	
   

  	
  P.O. Box 305

  
	
   

  	
   

  	
  Columbia, NJ 07832

  
	
   

  	
   

  	
  (TCA Site No. 6)

  

 

Legal Description

 

ALL
that certain lot, parcel or tract of land, situate and lying in the Township of
Knowlton, County of Warren, State of New Jersey, and being more particularly
described as follows:

 

TRACT
1:

 

BEGINNING at a corner in the Northeasterly right of
way line of New Jersey State Highway Route 46 (1953) Section 1 (freeway) opposite
base line station 246+57 +/-; said corner is located 30 feet Northeasterly (at
right angles) from the centerline of a frontage road known as “Service Road C”
and running; thence (1) along lands now or formerly belonging to Garris
Elizibeta, North 70 degrees, 34 minutes and 12 seconds East a distance of 41.19
feet to a corner of the same; thence (2) along the same, North 19 degrees,
19 minutes and 48 seconds West a distance of 50.00 feet to a corner of the same;
thence (3) along the same, North 70 degrees, 34 minutes and 12 seconds
East a distance of 126.82 feet to a corner of the same; thence (4) along
lands now or formerly belonging to G. Elizibeta, Robert Schoonver, Albert
Stackhouse and Robert Unangst, North 19 degrees 19 minutes 48 seconds West a
distance of 407.46 feet to an iron pipe (found) corner to Robert Unangst (now
or formerly); thence (5) along the same, South 70 degrees 34 minutes 12
seconds West a distance of 293.15 feet to a corner of the same, in the
aforementioned right of way of N.J. State
Highway Route 46 (Service Road C); thence (6) Along said right of way line
of N.J. State Highway Route 46 by a curve to the right having a radius of
1955.16 feet an arc length of 53.01 feet and whose chord bears, North 26
degrees 54 minutes 36 seconds West a distance of 53.01 feet to a point in said
right of way line (opposite base line station 241+26+/-); thence (7) along
said Northeasterly right of way line, North 19 degrees 13 minutes and 48
seconds West a distance of 25.61 feet to a corner in said right of way line, corner
to lands remaining to Grantor herein; thence (8) along lands remaining to
Grantor, North 70 degrees 34 minutes 12 seconds East a distance of 750.00 feet
to a corner of the same; thence (9) along lands remaining to Grantor, South
32 degrees 31 minutes and 53 seconds East a distance of 815.46 feet to a corner
of the same; thence (10) along lands remaining to Grantor, South 31
degrees 53 minutes 19 seconds West a distance of 407.00 feet to a point of
curvature; thence (11) along the same, by a curve to the right having a radius
of 300.00 feet an arc length of 152.86 feet and whose chord bears, South 46
degrees 29 minutes and 9 seconds West a distance of 151.22 feet to a point of
tangency; thence (12) along the same, South 61 degrees 5 minutes and 0 seconds
West a distance of 43.19 feet to a corner of lands remaining to the Grantor in
the Northeasterly right of way line of frontage road known as “Service Road C”
(formerly Perry Street); said corner
in located 50 feet more or less measured Northwesterly along said right of way
line from the Northwest corner of lands now or formerly belonging to Ella Bucek;
thence (13) along said right of way line, North 28 degrees 55 minutes and 00
seconds West a distance of 220.00 feet to an angle point in said right of way line;
thence (14) still along said right of way line of “Service Road C” South 61
degrees, 5 minutes and 0 seconds West a distance of 85.80 feet to a point on a curve;
thence (15) by a curve to the right (parallel and 10 feet Northeasterly
radially from an existing curb) having a radius of 140.00 feet an arc distance
of 57.31 feet and whose chord bears, North 74 degrees 04 minutes 56 seconds
West a distance of 56.91 feet to a point on said curve in the aforementioned
right of way line of N.J. State Highway Route 46: thence (16) along said right
of way (parallel and 30 feet Northeasterly at right angles from the centerline
of Service Road C), North 41 degrees 13 minutes and 56 seconds West a distance
of 371.61 feet to the place of beginning.

 

1

 

TRACT II:

 

BEGINNING at an iron
on the Northerly sideline of Kitchen Street where the same is intersected by
the Westerly line of land of Charles Dutt, said point being also the seconds corner
described in a deed from Helen A. Weller to Ladis L. Bucek and wife dated December
12, 1950 and recorded in the Warren County Clerk’s Office in Book 349 of Deeds page 457
and from said point and place of beginning running thence;

 

1.         Along land of Charles Dutt North 23 degrees 28
minutes 23 seconds West 419.62 feet to an iron on the Southeasterly sideline of
a 50 foot wide right of way thence;

 

2.         Along the Southeasterly sideline of said 50 foot
wide right of way South 31 degrees 53 minutes 19 seconds West 156.81 feet to a point of
curvature, thence;

 

3.         Still along the Southeasterly sideline of said 50
foot wide right of way on a curve to the right having
a radius of 350.00 feet for a distance
of 178.34 feet to a point of tangency, thence;

 

4.         Still along the Southeasterly sideline of said 50
foot wide right of way South 61 degrees
05 minutes West 8.19 feet to a point of
curvature, thence;

 

5.         On a curve to the left having a radius of 35.00
feet for a distance of 54.98 feet to a point of tangency on the Easterly
sideline of Frontage Road (formerly Perry Street) thence;

 

6.         Along the Easterly sideline of Frontage Road (formerly
Perry Street) South 28 degrees 55 minutes East 76.79 feet to a point of
curvature, thence;

 

7.         Still along the Easterly sideline of Frontage
Road (formerly Perry Street) on a curve to the left having a radius of 970.00
feet for a distance of 186.14 feet to an iron on the Northerly sideline of
Kitchen Street, thence;

 

8.         Along the Northerly sideline of Kitchen Street
North 61 degrees 05 minutes East 293.20 feet to the point and place of
beginning.

 

Subject to a 10 foot
wide water line easement running along courses 6 and 7 described above.

 

Subject also to a
triangular sight easement at the corner of Frontage Road (formerly Perry
Street), and the 50 foot wide right of way, said easement to run from a point
which is on the Southerly sideline of the 50 foot wide right of way and 30 feet
Easterly from the Easterly sideline of Frontage Road (formerly Perry Street) to
the Southwesterly corner of the above described property

 

Together with
Grantors right to use 50 foot right of way in common with others for ingress
and egress as described in Deed Book 544, page 1147 of the Warren County
Records.

 

2

 

TRACT III:

 

BEGINNING at a point
in the line of Truckstops of America; the six following courses and distances
from a corner
in the Northeasterly right of way line of New Jersey State Highway Route 46 (1953)
Section 1 (Freeway) opposite baseline state 246+57 (more or less); said
corner being located 30 feet Northeasterly and at right angles from the
centerline of a frontage road known as “Service Road C”; thence

 

(A)                          North 70 degrees 34 minutes 12 seconds East, along
lands now or formerly belonging to Garris Elizabeta, for a distance of 41.19
feet to a point for a corner; thence

 

(B)                          North 19 degrees 19 minutes 48 seconds West, still
along the said line of Garris Elizabeta, for a distance of 50.00 feet to a point for a
corner; thence

 

(C)                          North 70 degrees 34 minutes 12 seconds East, still
along the said line of Garris Elizabeta, for a distance of 126.82 feet to a point for a corner; thence

 

(D)                          North 19 degrees 19 minutes 48 seconds West, along
lands now or formerly belonging to Garris Elizabeta, Robert Schoonver, Albert
Stackhouse and Robert Unangst, 407.46 feet to an iron pipe for a corner; thence

 

(E)                           South 70 degrees 34 minutes 12 seconds West,
along lands now or formerly Robert Unangst, 293.15 feet to a point in the
aforementioned Northeasterly right of way line of New Jersey State Highway
Route 46 (Service Road C); thence

 

(F)                            Northwestwardly, along a curve to the right
having a radius of 1955.16 feet, an arc length of 53.01 feet, and having a
chord bearing of North 26 degrees 54 minutes 34 seconds West, and a chord
distance of 53.01, along the said Northeasterly right of way line of New Jersey
State Highway Route 46 (Service Road C); thence

 

(G)                          North 19 degrees 13 minutes 48 seconds West, along
the said Northeasterly right of way line of New Jersey State Highway Route 46 (Service
Road C), for a distance of 26.61 feet to a point for a corner; thence

 

(H)                         North 70 degrees 34 minutes 12 seconds East, along
lands 525.00 feet to an iron pin set for a corner, said corner being the point
and place of beginning; thence

 

(1)    North 19 degrees 13 minutes 46 seconds West, for
a distance of 444.39 feet to a point for a corner; thence

 

(2)    North 80 degrees 55 minutes 12 seconds East, for
a distance of 344.58 feet to a point of curvature; thence

 

(3)    Northeastwardly, along a curve to the right
having a radius of 200.00 feet, an arc length of 297.50 feet, and having a
chord bearing of South 56 degrees 27 minutes 59 seconds East, and a chord
distance of 270.62 feet, to a point of tangency; thence

 

3

 

(4)    South
13 degrees 51 minutes 09 seconds East, for a distance of 965.10 feet to a point
for a corner thence

 

(5)    North
32 degrees 31 minutes 53 seconds West, along lands now or formerly belonging to
Truckstops of America, for a distance of 815.46 feet to a point for a corner;
thence

 

(6)    South
70 degrees 34 minutes 12 seconds West, still along the said lands of Truckstops
of America, for a distance of 225.00 feet it’s the point and place of
beginning.

 

4

 

A-78

 

	
   

  	
  3.218
  Paulsboro, NJ

  
	
   

  	
  I-295,
  Exit 18 Berkley Rd.

  
	
   

  	
  P.O. Box
  400

  
	
   

  	
  Paulsboro,
  NJ 08066

  
	
   

  	
  (TCA
  Site No. 218)

  

 

Legal
Description

 

ALL that certain lot,
parcel or tract of land, situate and lying in the Township of Greenwich and the
Township of East Greenwich, County of Gloucester, State of New Jersey, and
being more particularly described as follows:

 

BEGINNING at a point
in the southerly line of Berkley Road as widened to 37
feet from the original center line thereof, corner to lands of Mt. Royal Plaza, Inc.
and extending from aforesaid beginning point;

 

THENCE along said
lands South 25 degrees 41 minutes 40 seconds West, 165.00 feet;

 

THENCE along same,
South 61 degrees 18 minutes 20 seconds East, 46.91 feet;

 

THENCE still along
lands of Mt. Royal Plaza, Inc. and the easterly line of a fifty foot wide
access easement, known as Borelli Boulevard, South 40 degrees 33 minutes 40
seconds West, 925.65 feet to an angle point therein and corner to lands now or
formerly Yuri Kuperman (Lot 3.03, Block 219 on Tax Map);

 

THENCE along said lands
and crossing Borelli Boulevard, North 26 degrees 04 minutes 04 seconds West,
219.99 feet;

 

THENCE still along
lands of Kuperman, South 64 degrees 39 minutes 56 seconds West, 312.75 feet to
a point in line of lands now or formerly of William C. Marke, Jr. (Lot
3.04, Block 219);

 

THENCE along lands of
Marks, North 24 degrees 14 minutes 30 seconds West 188.99 feet;

 

THENCE still along
said lines, South 65 degrees 45 minutes 30 seconds West 400.00 feet to a point
in the easterly line of Dominick Lane (50 feet wide);

 

THENCE along said
easterly line, North 24 degrees 14 minutes 30 seconds West, 277.34 feet;

 

THENCE along the
northerly line of Erhardt Drive (50 feet wide), South 65 degrees 45 minutes 30
seconds West, 336.57 feet to a corner of lands now or formerly Roy E. Scott
(Lot 2, Block 217 Tax Map);

 

THENCE along lands of
Scott, North 34 degrees 38 minutes 50 seconds West 341.92 feet to a point in the southerly line of
Interstate Route 295;

 

 

THENCE along said
southerly line curving to the left in a northeasterly direction, a distance of
1141.55 feet measured along the arc of circular curve of radius 20,125 feet
(the chord of said arc being North 66 degrees 29 minutes 45 seconds East,
1141.40 feet);

 

THENCE along the southerly line of an exit ramp
from Route 295, North 79 degrees 37 minutes 19 seconds East, 125.79 feet;

 

THENCE along same,
South 72 degrees 20 minutes 51 seconds East 232.32 feet;

 

THENCE still along
the southerly line, North 71 degrees 53 minutes 34 seconds East 164.39 feet to
a corner of lands now or formerly Wendy’s Old Fashioned Hamburgers of New York, Inc.;

 

THENCE along lands of
Wendy’s, South 18 degrees 06 minutes 26 seconds East, 145.75 feet;

 

THENCE along said
lands, North 71 degrees 53 minutes 34 seconds East, 66.68 feet to a point of
curvature;

 

THENCE curving to the
right in a northeasterly direction, a distance of 39.58 feet, measured along
the arc of a circular curve of radius 73 feet (the chord of said arc being
North 87 degrees 27 minutes 28 seconds East, 39.10 feet) to a point of
tangency;

 

THENCE still along
lands of Wendy’s South 77 degrees 02 minutes 37 seconds East, 219.16 feet;

 

THENCE still along
said lands, North 14 degrees 11 minutes 35 seconds East, 172.79 feet to a point
in the southerly line of Berkley Road;

 

THENCE parallel with
and 37 feet South of the original line of Berkley Road when measured at right
angles thereto, South 64 degrees 18 minutes 20 seconds East, 129.28 feet to the
point of BEGINNING.

 

BEING Block 191, Lots
1 and 3 on tax map Township of Greenwich and Block 217, Lot 3.01 and Block 219,
Lots 3.01, 3.02, 3.05, and 16 on tax map Township of East Greenwich, County of
Gloucester and State of New Jersey.

 

EXCEPTING THEREOUT
AND THEREFROM Parcel 91A comprising 0.057 acres, more or less, conveyed to the
State of New Jersey to alter the southerly

 

 

line of Route 295. This parcel of land begins
in Course # 11 of above described premises and crosses Lot 1, Block 191 to
terminate in course # 12.

 

PARCEL 91A being described in particular as
follows:

 

BEGINNING at an angle point in the original
right of way of Interstate 295 being located South 25 degrees 13 minutes 04
seconds East, 125.00 feet on a radial line from Station 408+00 as shown on the
General Property Parcel Maps of Route 295 and extending from aforesaid
beginning point;

 

THENCE along said original right of way line,
North 79 degrees 37 minutes 19 seconds East, 125.79 feet;

 

THENCE along same, South 72 degrees 20 minutes
51 seconds East, 48.10 feet;

 

THENCE crossing lands of Travel Centers of
America, Inc., South 84 degrees 19 minutes 51 seconds West, 134.38 feet;

 

THENCE still crossing said lands, South 76
degrees 04 minutes 32 seconds West, 102.64 feet to a point in the existing
southerly line of Route 295;

 

THENCE along said line curving to the left in a
northeasterly direction a distance of 70.44 feet measured along the arc of a
circular curve of radius 20,125 feet (the chord of said arc being North 64
degrees 52 minutes 57 seconds East, 70.44 feet to the point of BEGINNING.

 

BEING part of Lot 1, Block 191 on tax map
Township of Greenwich, County of Gloucester, and State of New Jersey.

 

BEING NOW KNOWN as Block 191, Part of Lot 1 and
all of Lot 3 on tax map Township of Greenwich and Block 217, Lot 3.01 and Block
219, Lots 3.01, 3.02, 3.05 and 16 on tax map Township of East Greenwich, County
of Gloucester and State of New Jersey.

 

 

A-79

 

	
   

  	
  3.081 Albuquerque, NM

  
	
   

  	
  2501
  University Blvd., NE

  
	
   

  	
  Albuquerque, NM 87107

  
	
   

  	
  (TCA
  Site No. 81)

  

 

Legal
Description

 

Bernalillo County Property:

 

A certain Parcel of land situate within
projected Section 9, Township 10 North, Range 3 East, New Mexico Principal
Meridian, in the Town of Albuquerque Grant, in the City of Albuquerque, Bernalillo
County, New Mexico, and being more particularly described by metes and bounds
survey, using state plane grid bearings and ground distances, as follows:

 

BEGINNING at the Southwest corner of the Parcel
herein described, a point on the Westerly right-of-way line of University Blvd.
N.E., from whence the Albuquerque control Survey Station “10-H15” bears S. 65°
06’ 55” W., a distance of 1,222.88 feet; THENCE,

 

N. 00° 37’ 30” E., a distance of 486.06 feet
along said Westerly right-of-way line to the Northeasterly corner of the Parcel
herein described, a point of curvature; THENCE,

 

Northwesterly, a distance of 545.92 feet along
the arc of a curve bearing to the left having a radius of 238.88 feet, a Delta
Angle of 130° 54’ 53” and a long chord which bears N. 64° 49’ 57” W., 434.60
feet distance along the right-of-way line of Interstate 25 to a point of
tangency; THENCE,

 

S. 49° 42’ 37” W., a distance of 67.56 feet
continuing along said right-of-way line of Interstate 25 to a non-tangent point
on curve; THENCE,

 

Southwesterly, a distance of 325.32 feet
continuing along said right-of-way of Interstate 25 along the arc of a curve
bearing to the left having a radius of 1,345.50 feet, a Delta Angle of 13° 51’
11” and a long chord which bears S. 42° 48’ 57” W., 324.53 feet distance to a
non-tangent point on curve; THENCE,

 

S. 28° 00’ 47” W., a distance of 186.56 feet
continuing along said right-of-way line of Interstate 25 to a non-tangent point
on curve; THENCE,

 

Southwesterly, a distance of 371.31 feet
continuing along said right-of-way of Interstate 25 along the arc of a curve
bearing to the left having a radius of 2,765.00 feet, a Delta Angle of 7° 41’
39” and a chord which bears S. 24° 02’ 30” W., 371.03 feet distance to a point
on curve and the Southwest corner of the Parcel herein described, THENCE,

 

N. 82° 44’ 42” E., a distance of 906.17 feet to
the Southeast corner and point of BEGINNING of the Parcel herein described.

 

ALL OF THE ABOVE-DESCRIBED LAND BEING THE SAME
AS FOLLOWS:

 

A certain Parcel of land situate within the
Town of Albuquerque Grant, in the City of Albuquerque, Bernalillo County, New
Mexico, and being more particularly described by metes and bounds survey, as
follows:

 

BEGINNING at the Southeast corner of the Parcel
herein described, a point on the Westerly right-of-way line of University Blvd.
N.E., WHENCE the 1/4 corner common to Sections 9 and 10, Township 10 North,
Range 3 East, New Mexico Principal Meridian bears S. 57° 33’ 31” E., 769.45
feet distance; THENCE,

 

N. 00° 26’ 00” E.,  486.06
feet distance along said Westerly right-of-way line to the Northeast corner;
THENCE,

 

Northwesterly, 545.58 feet distance along the
arc of a curve bearing to the left (said arc having a radius of 238.88 feet and
a long chord which bears N. 64° 59’ 45” W., 434.50 feet distance) along the
right-of-way line of Interstate 25 to a point of tangency; THENCE,

 

1

 

Exhibit A

 

S. 49° 34’ 30” W., 67.56 feet distance along
said right-of-way line of Interstate 25 to a point on curve (not tangent to
bearing); THENCE,

 

Southwesterly, 325.32 feet distance continuing
along said right-of-way of Interstate 25 along the arc of a curve bearing to
the left (Said arc having a radius of 1,345.50 feet and a chord which bears S.
42° 40’ 50” W., 324.53 feet distance) to a point, (not tangent to curve);
THENCE,

 

S. 27° 52’ 40” W., 186.56 feet distance
continuing along said right-of-way line of Interstate 25 to a point on curve
(not tangent to bearing); THENCE,

 

Southwesterly, 371.11 feet distance continuing
along said right-of-way line of Interstate 25 along the arc of a curve bearing
to the left (said arc having a radius of 2,765.00 feet and a chord which bears
S. 23° 54’ 30” W., 370.83 feet distance) to a point on a curve and Southwest
corner; THENCE,

 

N. 82° 36’ 35” E., 906.58 feet distance to the
place of BEGINNING of the Parcel herein described.

 

2

 

A-80

 

	
   

  	
   

  	
  3.008 Gallup, NM

  
	
   

  	
   

  	
  3404 W. Highway 66

  
	
   

  	
   

  	
  Gallup,
  NM 87301-6841

  
	
   

  	
   

  	
  (TCA
  Site No. 8)

  

 

Legal Description

 

McKinley County
Property:

 

A certain tract of land lying in the NE1/4 of Section 27, T.15N., R. 19W., N.M.P.M.,
City of Gallup, County of McKinley, State of New Mexico being more particularly
bounded and described as follows, to wit:

 

Commencing at a point
for the Northeast corner of said tract of land, said same point lying on the
Northerly line of Section 27, T.15N., R.19W., N.M.P.M. and from whence the
corner common to Sections 22, 23, 26 and 27, T.15 N., R. 19W., N.M.P.M., (being
a brass cap monument) bears N. 87° 17’ 00” E., a distance of 1,331.64 feet; to
the point of BEGINNING,

 

THENCE, S. 12° 22’ 00”
E., along the easterly line of said tract a distance of 791.05 feet to a point
for the southeast corner of said tract, said same point lying on the Northerly
right-of-way line of Highway U.S. 66;

 

THENCE, S. 77° 38’ 00”
W., along the Southerly line of said tract and the Northerly right-of-way line
of Highway U.S. 66 a distance of 828.32 feet to a point for the Southwest
corner of said tract;

 

THENCE, N. 12° 22’ 00”
W., along the Westerly line of said tract a distance of 762.28 feet to a point
for the Northwest corner of said tract, said same point lying on the Southerly
right-of-way line of the Atchison Topeka and Santa Fe Railroad;

 

THENCE, N. 73° 53’ 00”
E., along the Northerly line of said tract and the Southerly right-of-way of
the Atchison Topeka and Santa Fe Railroad a distance of 721.54 feet to an angle
point, said same point lying on the Northerly line of Section 27, T.15N.,
R.18W., N.M.P.M.;

 

THENCE, N. 87° 17’ 00”
E., along the Northerly line of said tract and the Northerly line of Section 27,
T.15N., R19W., N.M.P.M., a distance of 109.87 feet to a point for the Northeast
corner of said tract, said same point being the true point and place of
BEGINNING.

 

Also being insured as
follows: Also encumbering the following described land to the extent not
induded in the afore described land:

 

A tract of land lying
within the Northeast quarter (NE1/4) of Section Twenty-seven (27),
Township Fifteen (15) North, Range Nineteen (19) West, N.M.P.M., McKinley
County, New Mexico, and more particularly described as follows:

 

Commencing for a tie
at the Northeast corner of Section 27 and run S. 87° 17’ W., along the
section line a distance of 1331.6 feet to the real point of BEGINNING;

 

THENCE S. 12° 22’ E.,
a distance of 791.05 feet to the Southeast corner of the tract, said corner
being on the Northern right-of-way line of U.S. Highway 66;

 

THENCE S. 77° 38’ W.
along said right-of-way line, 828.32 feet to the Southwest corner of the tract;

 

THENCE N 12° 22’ W.,
a distance of 762.28 feet to the Northwest corner of the tract, said corner
being on the Southern right-of-way line of the A.T. & S.F. Railroad;

 

THENCE N. 73° 53’ E.,
along said right-of-way line a distance of 721.54 feet to a point;

 

THENCE N. 87° 17’ E.,
a distance of 109.87 feet to the real point of BEGINNING.

 

Also known as Truckstops of America Addition, to the
City of Gallup, as the same is shown and designated on the plat of said subdivison filed
in the office of the County Clerk of McKinley County, New Mexico on March 30, 1977 as Reception #168,076.

 

 

A-81

 

	
   

  	
   

  	
  3.014 Las Cruces, NM

  
	
   

  	
   

  	
  202 N. Motel Blvd.

  
	
   

  	
   

  	
  Las
  Cruces, NM 88005

  
	
   

  	
   

  	
  (TCA
  Site No. 14)

  

 

Legal
Description

 

Dona Ana County Property:

 

Lot 1 of T A Subdivision, Las Cruces, New
Mexico, as the same is shown and designated on the plat of said T A
Subdivision, filed in the Office of the County Clerk of Dona Ana County, New
Mexico on October 20, 1999 in Plat Book 19, Folio 330-331.

 

 

A-82

 

	
   

  	
   

  	
  3.229 Moriarty, NM 

  
	
   

  	
   

  	
  P.O. Box 2740

  
	
   

  	
   

  	
  1700
  US Route 66 West

  
	
   

  	
   

  	
  Moriaty,
  NM 87035

  
	
   

  	
   

  	
  (TCA
  Site No. 229)

  

 

Legal
Description

 

Torrance County Property:

 

Bates Lease Parcel

 

Being all that certain tract of land which is a
portion of the FL. BATES ESTATE, as the same is shown and designated on the plat
thereof, filed in the records of the Office of the County Clerk of Torrance
County, New Mexico, on April 15,
1976, in Book A-2, Page 100, and being all of Lots 3, 4 and 5, and a
portion of Lot 6, and also an unplatted portion of Land of Charles Bates, an as
shown on the above  mentioned Lands of FL.
Bates Estates, and being more particularly described as follows:

 

BEGINNING at the northwest corner of the tract
herein described, which is the northwest corner of said Lot 5;

 

Thence, S. 43° 46’ 17” E., a distance of 2435
feet;

 

Thence,
5. 38° 45’ 54” E., a distance of 326.90 feet;

 

Thence, following a curve to the left whose
radius is 225.00 feet and having a central angle of 99° 48’ 14”, an arc
distance of 391.93 feet;

 

Thence, S. 63°44’ 17” E., a distance of 496.10
feet;

 

Thence, S. 26° 15’ 43” W., a distance of 82032
feet;

 

Thence, Due West, a distance of 645.79 feet;

 

Thence, N. 00° 05’ 04” W., a distance of
1234.28 feet to the point of beginning.

 

Pachta Lease Parcel

 

Lot numbered Two (2) as shown on plat of
division of land of F.L. Bates Estate, filed April 15, 1976 on Page 100,
Book A-2, of the records of the Office of the County Clerk of Torrance County,
New Mexico. Said property is located in Sec. 14, T.9N., R.8E., N.M.P.M., City
of Moriarty, County of Torrance, State of New Mexico.

 

McComb Lease Parcel

 

Lot numbered One (1) as shown on plat of
division of land of F.L. Bates Estate, filed April 15, 1976 on Page 100,
Book A-2, of the records of the Office of the County Clerk of Torrance County,
New Mexico. Said property is located in Sec. 14, T.9N., It8E., N.M.P.M.,
City of Moriarty, County of Torrance, State of New Mexico.

 

AND

 

A portion of Lot numbered Six (6) as shown
on plat of division of land of FL. Bates Estate, med April 15, 1976 on Page 100,

 

Book A-2, of the records of the Office of the
County Clerk of Torrance County, New Mexico. Said property is located in Sec. 14,
T.9N., R.8E., N.M.P.M., City of Moriarty, County of Torrance, State of New
Mexico and more particularly described as follows;

 

BEGINNING at the northwest corner of the tract
herein described, which is the Southwest corner of Lot 2 as shown on plat of
division of land of F.L. Bates Estate, filed April 15, 1976 on Page 100,
Book A-2, of the records of the Office of the County Clerk of Torrance County.
New Mexico. Said property is located in Sec. 14, T.9N., R.8E., N.M.P.M., City
of Moriarty, County of Torrance, State of New Mexico;

 

Thence, S.63° 44’ 17” E., a distance of 397.65
feet;

 

Thence, S. 00° 39’ 18” E., a distance of 380.36
feet;

 

Thence, Due West, a distance of 635.43 feet;

 

Thence, N. 26° 15’43” E., a distance of 620.32 feet
to the point of beginning.

 

1

 

Exhibit A

 

SURVEYED DESCRIPTION:

 

A certain tract of
land situate within Section 14, Township 9 North, Range 8 East, N.M.P.M.,
Torrance County, New Mexico, and being all of Lots 1,2, 3, 4, 5, an unplatted
portion of Land of Charles R. Bates and a portion of Lot 6, all as shown on the
Division of Lands of ltL. Bates Estates as the same is shown and designated on
the plat thereof, filed in the records of the Office of the County Clerk of
Torrance County, New Mexico, on April 15, 1976, in Book A-2, Page 100,
and being more particularly described as follows:

 

BEGINNING at the
northwest corner of the tract herein described, which is the northwest corner
of Lot 5, from which point a brass cap set it concrete at the intersection of
the Westerly right of way of Green Road and the Southerly right of way of Old U.S.
Highway 66 bears N 61’ 13’ 58” W, a distance of 73.33 feet; Thence, from said
point of beginning, Thence, S66° 05’ 47” E, a distance of 24.87 feet;

 

Thence, S 38° 36’ 27”
E, a distance of 326.31 feet to a point of curvature;

 

Thence, 385.16 feet
along the arc of a curve to the left, said curve having a radius of 225.00
feet, a delta of 98° 04’45”, and a chord which bears 587° 37’ 56” E, a distance
of 339.82 feet;

 

Thence, 5 63° 43’ 53”
E, a distance of 792.21 feet to the Northeast corner of the tract herein
described;

 

Thence, S 00° 38’ 54”
E, a distance of 604.66 feet to the Southeast corner of the tract herein described;

 

Thence, N 89° 59’ 49”
W, a distance of 1281.44 feet to the Southwest corner of the tract herein
described;

 

Thence, N 00° 04’ 40”
W, a distance of 1234.28 feet to the Northwest corner and point of beginning.

 

2

 

A-83

 

	
   

  	
   

  	
  3.023 Santa Rosa, NM

  
	
   

  	
   

  	
  HC 69-P.O. Box 120

  
	
   

  	
   

  	
  Santa Rosa, NM 88435

  (TCA Site No. 23)

  

 

EXHIBIT A

 

Legal Description

 

Fee Simple Interest:

 

Parcel One (1), being Lots Two (2) and
Five (5), Block Fourteen (14) of the Irwin Subdivision, within Section 6,
Township 8 North, Range 22 East, N.M.P.M., City of Santa Rosa, Guadalupe County,
New Mexico, as shown on plat of survey, dated September 13, 2000, by
Wayjohn Surveying, Inc., as Project TA RESURVEYS.

 

Parcel Two (2), being Lots One (1) through
Four (4), inclusive, Block Fifteen (15) of the Irwin Subdivision, within Section 6,
Township 8 North, Range 22 East, N.M.P.M., City of Santa Rosa, Guadalupe
County, New Mexico, as shown on plat of survey, dated September 13, 2000,
by Wayjohn Surveying, Inc., as Project TA RESURVEYS.

 

Leasehold Interest:

 

Tract 1:  Lease
dated April 9, 1999 between J. Patrick White & Nancy White to
Travel Centers of America, Memorandum of Lease in Book 65, page 644.

 

The southerly portion of Lot One (1), Block
Thirteen (13) and all of Lot One (1), Block Fourteen (14), Irwin
Subdivision, City of Santa Rosa, Guadalupe County, New Mexico, as shown on plat
of survey by Geometron Survey Systems, dated January 25, 1999, Drawing No. T-967-24-GU,
filed in the Guadalupe County Clerk’s Office on January 13, 1999, in Plat
Book B, page 382.

 

AND

 

Tract 2:  Lease
dated May 9, 1988 between Elaine White, Sally Steele & J. Patrick
White & Truckstops Corporation of America, Memorandum of Lease in Book
56, page 660, assigned to TA Operating Corporation at Book 60, page 818.

 

Lot Three (3) and the northerly two
hundred (200) feet of Lots One (1) and Two (2), Block Thirteen (13), Irwin
Subdivision City of Santa Rosa, Guadalupe County, New Mexico, as shown on plat
of survey, dated September 13, 2000, by Wayjohn Surveying, Inc., as
Project TA RESURVEYS.

 

 

A-84

 

	
   

  	
  3.207 Binghamton,
  NY

  
	
   

  	
  753 Upper Court St.

  
	
   

  	
  P.O. Box 190

  
	
   

  	
  Binghamton, NY
  13904

  
	
   

  	
  (TCA Site
  No. 207)

  

 

Legal Description

 

ALL THAT TRACT OR
PARCEL OF LAND, situate in the Town of Kirkwood, County of Broome and State of
New York, being a part of lot Number 20 Bingham’s Patent, bounded and described
as follows:

 

Beginning at a stake
in the northerly line of the highway presently designated as U.S. Route No. 11
and New York Route No. 17 which said stake is in the westerly line of
premises conveyed to Byron Layton by Ezekiel Finch by deed recorded in the
Broome County Clerk’s Office January 28, 1868 in Book 75 of Deeds at page 216;
thence North 7° 09’ East and along the westerly line of said premises 149.47
feet to an iron; thence South 74° 58’ East 176.2 feet to an iron, which said
iron is 362.4 feet from the center line of Court Street and measured along the
westerly line of premises conveyed by Admiral P. Layton, et al to Byron A.
Layton and Nellie H. Layton, his wife, by deed recorded in said Clerk’s Office August 29,
1931 in Book 413 of Deeds at page 121; thence North 6° 41’ East 47.1 feet
to an iron now or formerly in the center of a brook; thence South 48° 09’ East
211.72 feet to an iron now or formerly in the center of said book; thence South
6° 41’ West 231 feet to an iron in the northerly line of said highway; thence
north 54° 42’ West and along the northerly line of said highway 268+ feet to a
point; thence north 58° West and along said highway line 125.5 feet to the
point or place of beginning.

 

PARCEL II:

 

ALL
THAT TRACT OR PARCEL OF LAND situate in the Town of Kirkwood, Broome County,
New York being a part of premises conveyed to Charles C. Morgan by Admiral P.
Layton September 11, 1928 by deed recorded in Broome County Clerk’s Office
in Liber 382 of Deeds, page 36 and more particularly described as follows:
Commencing at a point in the center of the highway leading from Binghamton to
Kirkwood on the north side of the Susquehanna River and in the west line of
said premises of Charles C. Morgan; thence southwardly passing through an iron
stake standing at or near the south line of the said highway and along the west
line of the said premises of Charles C. Morgan about 400 feet to a point, 375
feet from the said iron stake; thence eastwardly at right angles 174.6 feet; thence
northwardly at an interior angle of 90° 05’ along a line marked with stakes
about 362.4 feet to the center of the above mentioned highway, the last
described course passing through an iron stake standing at or near the south
line of the said highway; thence westwardly along the center of the said
highway about 179 feet to the place of beginning.

 

EXCEPTING AND
RESERVING THEREFROM, ALL THAT TRACT OR PARCEL OF LAND, situated in the Town of
Kirkwood, County of Broome and State of New York, in Lot No. Twenty (20)
of Bingham’s Patent, bounded and described as follows: Beginning at an iron in
the west line of lands formerly of Admiral Layton about four hundred (400) feet
southerly from the center of Court Street at the southwest corner of a lot
conveyed to Charles Morgan by deed recorded in Deed Book No. 413 at page 120;
thence along the west line of said lot, North seven (7) degrees nine (9) minutes
East, twenty-six and twenty-seven hundredths (26.27) feet to an iron; running
thence South seventy-four (74) degrees fifty-eight (58) minutes East, one
hundred seventy-six and two tenths (176.2) feet to an iron at the southeast
corner of said lot; running thence along the south line of said lot North

 

1

 

eighty-three (83) degrees thirty-two (32)
minutes West, one hundred seventy-four and six tenths (174.6) feet to the point
or place of beginning.

 

PARCEL III:

 

ALL THAT TRACT OR PARCEL OF LAND situate in the
Town of Kirkwood, County of Broome and State of New York, being a part of the
premises conveyed to Charles Morgan by Admiral P. Layton by deed dated Sept.
11, 1928, and recorded in the Broome County Clerk’s Office in Book of Deeds No. 382,
at page 36, and more particularly described as follows: Commencing at an iron
pipe in the southerly line of the highway leading form Binghamton to Kirkwood
on the north side of the Susquehanna River, and which point of beginning is the
northeast corner of the premises now or formerly owned by Mitchell Shulman;
thence along the southerly line of said highway a distance of 175.67 feet to an
iron pipe; thence S 6° 41’ W a distance of 392.12 feet to a point; thence N  48° 09’ W a distance of 212.65
feet more or less to an iron pipe; thence N 6° 27’ E a distance of 284.97 feet
to the point of beginning.

 

PARCEL IV:

 

ALL THAT TRACT OR PARCEL OF LAND situate in the
Town of Kirkwood, Broome County, New York, bounded and described as follows:
Commencing at a point in the northerly line of “Upper Court Street” presently
designated as New York State Route No. 17 and U.S. Route 11, where the
same is intersected by the westerly line of premises formerly known as the “Byron
Layton Farm”; thence north 4° 52’ west 259.58 feet to an iron pipe; thence
south 85° 13’ west 203.09 feet to an iron; thence south 4° 52’ east 107.35 feet
to a point in the north bounds of said highway at the center of a pipe
sluiceway under said highway; thence southeastwardly and along the northerly
line of said highway 254 feet to the point or place of beginning.

 

PARCEL V:

 

ALL THAT TRACT OR PARCEL OF LAND, situate in
the Town of Kirkwood, County of Broome and State of New York, bounded and
described as follows:

 

Beginning at a rebar (reinforcing rod) found at
the intersection of the southerly boundary of Barlow Road with the easterly
line of the parcel described in the deed to Clinton R. Wood and Ralph V. Wood
recorded in Liber 1000 of Deeds at page 59;

 

Thence along the lines of said Wood parcel the
following three courses:

 

South 06° 26’ 59” West a distance of 166.96
feet to a rebar set;

 

Thence South 79° 31’ 52” East a distance of
203.41 feet to a rebar set;

 

Thence South 05° 54’ 06” West a distance of
80.75 feet to a pipe found at the northeasterly corner of the first parcel
described in the deed to Clinton R. Wood and Ralph V. Wood recorded in Liber
781 of Deeds at page 55;

 

Thence South 05° 38’ 06” West along the
easterly line of said Wood parcel a distance of 257.77 feet to a rebar set;

 

Thence North 61° 09’ 04” West through said Wood
parcel a distance of 302.28 feet to a rebar set in the westerly line of said
parcel;

 

2

 

Thence North 05° 58’ 59” East along the
westerly line of both of the above mentioned Wood parcels a distance of 406.98
feet to a pipe found in the southerly boundary of Barlow Road;

 

Thence South 81° 41’ 33” East along said road
boundary a distance of 75.47 feet to the point of beginning.

 

PARCEL VI:

 

ALL THAT TRACT OR PARCEL OF LAND, situate in
the Town of Kirkwood, County of Broome and State of New York, bounded and
described as follows:

 

BEGINNING at a point in the center of the
highway leading from Kirkwood to Binghamton, commonly known as the Lackawanna
Trail at a point where the East line of the farm conveyed by Elizabeth S. Slattery
to Henry A. Bayless and Lillian A. Bayless by Warranty Deed dated February 1, 1900
and recorded in Broome County Clerk’s Office February 3, 1900 in Book 177
of Deeds at page 238; Thence South along the Easterly line of the said
farm to the North line of the right of way of the Erie Railroad Company; THENCE
West along the North line of the right of way of the Erie Railroad Company 214
feet to a point; THENCE Northerly in a line parallel with the first line herein
described to the center of said highway leading from Kirkwood to Binghamton;
THENCE Easterly along the center of the highway 214 feet to the point of
beginning. The premises hereby conveyed are bounded on the North by the Highway
leading from Kirkwood to Binghamton, commonly known as the Lackawanna Trail; on
the East by lands now or formerly of Nathan Wood; on the south by the right of
way of Erie Railroad Company; and on the West by lands of said party of the
first part.

 

ALSO ALL THAT TRACT OR PARCEL OF LAND, situate
in the Town of Kirkwood, County of Broome and State of New York and being a
parcel approximately 63.2 feet on Barlow Road, so called, formerly (Old Route
17) and having a depth of approximately 23.19 feet on the Westerly boundary and
236.6 feet on the Easterly boundary.

 

EXPECTING THEREFROM the above two parcels of
land, one parcel of land conveyed by Charles L. Crawford and Eva J. Crawford to
Nate Wood by Warranty Deed dated February 4, 1948 and recorded in Broome
County Clerk’s Office February 4, 1948 in Book 667 of Deeds at page 229,
said parcel containing Approximately 5 acres of land more or less; and one
parcel of land conveyed by Eva J. Crawford to Clinton R. Wood and Ralph V. Wood
by Warranty Deed dated May 25, 1959 and recorded in said Clerk’s Office on
May 25, 1959 in Book 1000 of Deeds at page 59.

 

3

 

A-85

 

	
   

  	
  3.194 Pembroke, NY

  
	
   

  	
  8420 Alleghany

  
	
   

  	
  P.O. Box 276

  
	
   

  	
  Corfu, NY 14036

  
	
   

  	
  (TCA Site
  No. 194 – Pembroke)

  

 

Legal Description

 

ALL THAT TRACT OR
PARCEL OF LAND, situate, lying and being in the Town of Pembroke, County of
Genesee, State of New York; being part of Lot 10, Township 12, Range 4 of the
Holland Land Company’s Survey and more fully described as follows: COMMENCING
at the point of intersection of the south line of the New York State Thruway
and the west bounds of the Indian Falls-Corfu Road, such point being the Point
of Beginning.

 

Thence, South 03° 52’
46” West along the west bounds of the Indian Falls-Corfu Road, 327.55 feet to a
point, said point being the northeast corner of Map 40 Parcel 41 of lands
acquired by the State of New York; Thence, South 06° 37’ 02” West along the
west line of said Parcel 41, 203.80 feet to a point; Thence South 07° 14’ 48”
West, 334.55 feet to a point; Thence South 02° 24’ 53” West, 285.05 feet to a
point;

 

Thence, South 43° 03’
02” West, 90.88 feet to a point in the north line of certain 50-foot wide right
of way granted to the Niagara, Lockport and Ontario Power Co. recorded in the
Genesee County Clerk’s Office in Liber 274 of Deeds at Page 166; Thence
along said right of way north line, North 80° 28’ 20” West, 699.13 feet to a
point in said north line;

 

Thence, on a line,
North 02° 00’ West to the point of intersection of said line with the point in
the south bounds of the N.Y. State Thruway, (Map 39 Parcel 40) which is
southeasterly 166.07 feet measured radially from station 129 + 68.47 of the
survey base line of construction of the N.Y. State Thruway, a distance of
537.97 feet;

 

Thence, North 53° 28’
30” East along the south bounds of the N.Y. State Thruway, 374.83 feet to a
point; Thence, North 59° 26’ 46” East continuing along the south bounds of the
N.Y. State Thruway, to the Point of Beginning, a distance of 660.67 feet.

 

Said premises being
alternatively described as follows:

 

ALL
THAT TRACT OR PARCEL OF LAND, situate, lying and being in the Town of Pembroke, County of Genesee,
State of New York, being part of Lot 10, Township 12, Range 4 of the Holland
Land Company’s survey and more fully described as follows:

 

BEGINNING at the
point of intersection of the south line of the New York State Thruway and the
west bounds of the Indian Falls-Corfu Road; Thence South 03° 52’ 46” West along
the west bounds of the Indian Falls-Corfu Road, 327.55 feet to a point, said
point being the northeast corner of Map 40 Parcel 41 of lands acquired by the
State of New York; Thence, South 6° 37’ 02” West along the west line of said
Parcel 41, 203.80 feet to a point; Thence South 07° 14’ 48” West, 334.55 feet
to a point; Thence South 02° 24’ 53” West, 285.05 feet to a point; Thence, South
43° 03’ 02” West, 90.88 feet to a point in the north line of certain 50-foot
wide right of way granted to the Niagara, Lockport and Ontario Power Co.
recorded in the Genesee County Clerk’s Office in Liber 274 of Deeds at Page 166;
Thence along said right of way north line, North 80° 28’ 20” West 699.13 feet
to a point in said north line; Thence, on a line North 02°00’00” est, to the
point of intersection of said line with the point in the south bounds of the
N.Y. State Thruway (Map 39, Parcel 40) which is

 

1

 

southeasterly 166.07
feet measured radially from station 129 + 68.47 of the survey base line of
construction of the N.Y. State Thruway, a distance of 537.97 feet; Thence,
North 53°28’30” East along the south bounds of the N.Y. State Thruway, 374.83
feet to a point; Thence, North 59° 26’ 46” East continuing along the south
bounds of the N.Y.S. Thruway, to the Point of Beginning, a distance of
660.67 feet.

 

2

 

A-86

 

	
   

  	
  3.208 Dansville, NY

  
	
   

  	
  9616 Commerce Drive

  
	
   

  	
  P.O. Box 170

  
	
   

  	
  Dansville, NY 14437

  
	
   

  	
  (TCA Site
  No. 208)

  

 

Legal Description

 

ALL THAT TRACT OR
PARCEL OF LAND, situate in Town Lot 23, Range 6, in the Town of North Dansville, County of Livingston
and State of New York, bounded and described as follows: Beginning at a point
on the westerly bounds of the New Sewer Plant Road at a point that is 9.96 feet
southerly of an existing concrete monument marking the northwesterly bounds of
said New Server Plant Road and the south bounds of the Genesee Expressway in
the Town of North Dansville, said point of beginning being the northeast corner
of lands conveyed by Charles Owens to Richard, James and John Bennett by Deed recorded in the Livingston County
Clerk’s Office in Liber 391 of Deeds, page 633 thereof, said point of
beginning being further described as being on the southerly bounds of lands
conveyed to John W. Kelly and William F. Kelly, Jr. by Deed recorded in
the Livingston County Clerk’s Office in Liber 352 of Deeds, page 357
thereof; thence South 18° 11’ 20” West along the westerly bounds of the New
Sewer Plant Road a distance of 94.19 feet to an existing concrete monument;
thence south 08° 10’ 50” E still along the bounds of the New Sewer Plant Road  a distance
178.21 feet to an existing concrete monument; thence South 25’ 06” East still
along the west bounds of the New Sewer Plant Road a distance of 35.93 feet to
the northerly bounds of a 60.0 foot wide easement owned by the People of the
State of New York and shown on Map No. 4 and identified as being Parcel No. 12
of the Genesee Expressway (Wayland to Dansville) as filed in the Livingston
County Clerk’s Office on March 17, 1966; thence South 65° 08’ 40” West  along
the  northwesterly bounds of said 60.0 foot wide easement a distance of 434.12
feet; thence North 02° 07’ East a distance of 373.63 feet to the northwesterly
corner of lands conveyed by Owens to Bennett, as aforesaid, and the south
bounds of the lands conveyed to John and William Kelly, as aforesaid; thence
North 73° 45’ East along the north line of lands of Richard, James and John
Bennett, as aforesaid, and the south bounds of John and William Kelly, as
aforesaid, a distance of 384.26 feet to the point of beginning.

 

PARCEL II:

 

ALL THAT TRACT OR
PARCEL OF LAND situate in Town Lot 23, Range 6, in the Town of North Dansville,
County of Livingston and State of New York,
bounded and described as follows:
Beginning at the most southerly corner of New Sewer Plant Road, said point
being the southeasterly corner of Parcel No. 12 as shown on a map of lands
appropriated by the People of the State of New York for highway purposes as
filed in the Livingston County Clerk’s Office and as indicated by Notice
recorded in Liber 388 of Deeds, page 402 thereof; thence South 65° 08’ 40”
West along the southerly bounds of said Parcel No. 12 on the
above-mentioned appropriation map a distance of 430.82 feet to the
southwesterly corner of said Parcel No. 12; thence North 39° 28’ West
along the westerly end of said Parcel No. 12 a distance of 45.78 feet to
the town line, being the westerly town line of the Town of North Dansville and
the east town line of the Town of Osslar; thence north 02° 07’ East along said
town line, it being a westerly line of Parcel No. 12 on the
above-referenced appropriation map, a distance of 17.62 feet; thence North 65°
08’ 40” East along the north line of said Parcel No. 12 in the above-referenced appropriation map a
distance of 434.12 feet, said last described above line being along the south
line of lands conveyed by Charles Owens to Richard, James and John Bennett by
deed recorded in the Livingston County Clerk’s Office in Liber 391 of Deeds, page 633
thereof; thence South 25° 06’ East along the southwesterly bounds of New Sewer
Plant Road a distance of 60.0 feet to the point of beginning.

 

 

PARCEL III:

 

ALL THAT TRACT OR
PARCEL OF LAND situate in Town Lot 23, Range 6, in the Town of North
Dansville, County of Livingston and State of New York, bounded and described as
follows: Beginning at an existing concrete monument marking the southwesterly bounds
of the Genesee Expressway - Interstate Route No. 390 at its intersection
with the westerly bounds of New Sewer Plant Road; thence north 53° 15’ 04” West
along the southwesterly bounds of the Genesee Expressway a distance of 433.21
feet to an existing concrete monument; thence north 50° 22’ 40” West still
along the southwesterly bounds of the Genesee Expressway a distance of 440.69
feet to an existing concrete monument; thence North 58° 37’ West still along
the southwesterly bounds of the Genesee Expressway a distance of 209.16 feet to
the westerly bounds of lands of John W. Kelly and William F. Kelly, Jr.,
the last three above described lines being the southwesterly boundary of the
Genesee Expressway. as shown on
Map No. 3, Parcels Nos. 4 and 5, of the map of lands being appropriated by
the People of the State of New York from John W. Kelly and William F. Kelly, Jr.,
said map filed in the Livingston County Clerk’s Office in connection with
Notice of Appropriation recorded in Liber 389 of Deeds, page 843 thereof;
thence South 21° 05’ 40” East, leaving the southwesterly bounds of the Genesee
Expressway and being along the west line of lands of John and William Kelly, as
aforesaid, a distance of 876.69 feet to a corner in said Kellys’ land, said
line being approximately 80.0 feet at the southerly end and 100.0 feet at the
northerly end northeasterly of the easterly bounds of Canaseraga Creek; thence
North 73° 45’ East along the southerly bounds of John and William Kelly’s land,
as aforesaid, a distance of 569.23 feet to the northwesterly bounds of New
Sewer Plant Road, said line being in part along the north line of lands
conveyed by Charles Owens to Richard, James, and John Bennett by Deed recorded in
the Livingston County Clerk’s Office in Liber 391 of Deeds, page 633
thereof; thence north 18° 11’ 20” East along the northwesterly bounds of New
Sewer Plant Road a distance of 9.96 feet to the point of beginning.

 

PARCEL IV:

 

ALL THAT TRACT OR
PARCEL OF LAND, situate in the Town of North Dansville, County of Livingston,
State of New York, being more particularly described as follows: Beginning on
the south bounds of New Sewer Plant Road in the Town of North Dansville, at the
northwest corner of land of the Village of Dansville, being the Village of
Dansville sewage treatment site, said point being on the southerly bounds of
Parcel #9 lands appropriated by the State of New York and as shown on a map
filed in Livingston County Clerk’s Office, recorded in Liber 388 of Deeds at page 102,
said point of beginning (343.88) feet S 65-08-40 W of the northeast corner of
said Village of Dansville sewer treatment plant situate on the southwesterly
bounds of Interstate #390, Genesee Expressway;

 

Thence S 24-51-20 E
leaving New Sewer Plant Road at right angles thereto and being along the
southwesterly line of lands of the Village of Dansville sewage treatment plant,
a distance of 435.60 feet;

 

Thence S 65-08-40 W
at right angles to the last described line a distance of 505.18 feet;

 

Thence N 18-24 W a
distance of 482.96 feet to the westerly town line of the Town of North
Dansville at a point on the most westerly corner of Parcel #12 shown on a map
of lands appropriated by the People of the State of New York and filed in
Livingston County Clerk’s Office in Liber 388 of Deeds at page 402,
thereof;

 

Thence S 39-28 E
along the westerly line of said Parcel #12 a distance of 45.78 feet;

 

 

Thence N 65-08-40 E
along the southerly line of land shown on the above referenced state highway
appropriation map and labeled Parcel #12 a distance of 439.22 feet to the point
of beginning.

 

Excepting therefrom
the rights of the Village of Dansville for a sanitary sewer line going from the
sewage treatment plant to Canaseraga Creek across the northerly portion of the
above described 4.81 acre parcel.

 

EXCEPTING AND
RESERVING to E. Philip Saunders and John A. Holahan, their distributees, heirs,
and assigns, a twenty-four (24) foot wide easement running along the full
length of the east bounds of the above described parcel to other lands of Saunders and Holahan for the
purpose of ingress and egress.

 

ALSO CONVEYING all
right, title, and interest to a right of way reserved by the Grantors in a deed
recorded in Livingston County Clerk’s Office on December 22, 1966 in Liber
391 of Deeds at page 633.

 

EXCEPTING ALL THAT
CERTAIN PLOT, PIECE OR PARCEL OF LAND, with the buildings and improvements
thereon erected, situate, lying and being in the Town of North Dansville,
County of Livingston, State of New York, commencing on the south bounds of
Commercial Road (formerly called New Sewer Plant Road) in the Town of North
Dansville, at the northwest corner of land of the Village of Dansville sewage
treatment plant site, said point being on the southerly bounds of Parcel #9 land appropriated by the
State of New York and shown on a map filed in Livingston County Clerk’s Office,
recorded in Liber 388 of Deeds at page 102, said point of beginning
(343.88) feet S 65-08-40 W, of the northeast corner of said Village of
Dansville sewer treatment plant situate on the southwesterly bounds of
Interstate #390, Genesee Expressway.

 

Said point of
commencing being the northeast corner of land described in a deed from Charles
L. Owens to E. Philip Saunders, James L. Griffith and John M. Holahan, recorded
in Liber 569 at page 249; thence

 

S 65-08-40 W, along
the northwesterly line of Saunders and other as aforesaid (50.0) feet to the
point of beginning; thence

 

S 24-51-20 E,
parallel with the northeasterly line of Saunders as aforesaid (280.0) feet;
thence

 

S 65-08-08 W, (285.0)
feet; thence

 

N 24-51-20 W, (280.0)
feet to the northwesterly line of Saunders as aforesaid; thence

 

N 65-08-40 E, along
said Saunder’s northwesterly line (285.0) feet to the point of beginning.

 

 

	
   

  	
  3.208
  Dansville, NY

  
	
   

  	
  9616
  Commerce Drive

  
	
   

  	
  P.O. Box
  170

  
	
   

  	
  Dansville,
  NY 14437

  
	
   

  	
  (TCA
  Site No. 208)

  
	
   

  	
  (Leasehold
  - Wyoming)

  

 

Same as Survey Legal Description

 

Also,
ALL THAT TRACT OR PARCEL OF LAND situate in the Towns of North Dansville and
Ossian, County of Livingston, State of New York and being more particularly
bounded and described as follows:

 

Commencing
on the south bounds of Sewer Plant Road aka Commercial Road, at the northwest
corner of land of the Village of Dansville sewage treatment plant site, said
point being on the southerly bounds of Parcel 9 of lands appropriated by the
State of New York and shown on a map filed in the Livingston Country Clerk’s
Office, recorded in Liber 388 of Deeds at page 102, said point of beginning
being 343.88 feet S65-08-40W, of the northeast corner of said Village of
Dansville sewer treatment plant situate on the southwesterly bounds of
Interstate No. 390, Genesee Expressway; thence S24-51-20E, along lands of the
sewage treatment plant, a distance of 435.60 feet to an iron pin; thence
S65-08-40W, along lands of Kenneth Carpenter (Liber 857 of Deeds, page 308), a
distance of 505.18 feet to the point of beginning of the lands to be herein
described; thence

 

	
  1)

  	
  S65-08-40W,
  a distance of 26.81 feet to the approximate east bank of Canaseraga Creek;
  thence the following courses along the approximate east bank of the creek;

  
	
  2)

  	
  N25-53-18W,
  distance of 129.92 feet to a point; thence

  
	
  3)

  	
  N23-23-52W,
  a distance of 292.88 feet to a point; thence

  
	
  4)

  	
  N00-22-32W,
  a distance of 34.71 feet to a point; thence

  
	
  5)

  	
  N13-44-28W,
  a distance of 119.?? feet to a point; thence

  
	
  6)

  	
  N25-15-09W,
  a distance of 167.78 feet to a point; thence

  
	
  7)

  	
  N35-16-41W,
  a distance of 250.36 feet to a point; thence

  
	
  8)

  	
  N24-51-55W,
  a distance of 253.01 feet to a point; thence

  
	
  9)

  	
  N22-21-09W,
  a distance of 134.55 feet to a point; thence

  
	
  10)

  	
  N18-41-00W,
  a distance of 480.13 feet to a point on the southwesterly right of way of
  Interstate No. 390; thence

  
	
  11)

  	
  S58-37-00E,
  along the southwesterly right of way of Interstate No. 390, a distance of
  143.34 feet to the northwest corner of lands conveyed to Livingston County
  Industrial Development Agency (LCIDA), by Liber ??3 of Deeds, page 346);
  thence

  
	
  12)

  	
  S21-05-40E,
  along the west line of lands of LCIDA, a distance of 876.65 feet to the
  southwest corner of lands described in Liber 563 of Deeds, page 346; thence

  
	
  13)

  	
  N7?-45-00E,
  a distance of 184.97 feet to the northwest corner of lands conveyed to LCIDA
  by Liber 563 of Deeds, page 349, thence

  
	
  14)

  	
  S02-07-00W
  along lands of LCIDA, a distance of 391.24 feet to the northwest corner of
  lands conveyed to Roadway Motor Plaza, Inc. by Liber 716 of deeds, page 206;
  thence

  
	
  15)

  	
  S18-24-00E,
  along the west line of lands of Roadway Motor Plaza, Inc., a distance of
  482.96 feet to the point of beginning.

  

 

Intending to describe a parcel of land containing
3.770 acres.

 

 

A-87

 

	
   

  	
  3.209 Fultonville,
  NY

  
	
   

  	
  40 Riverside Drive

  
	
   

  	
  P.O. Box 421

  
	
   

  	
  Fultonville, NY
  21072

  
	
   

  	
  (TCA Site
  No. 209)

  

 

Legal Description

 

ALL THOSE TRACTS OR
PARCELS OF LAND situate in the Village of Fultonville, County of Montgomery,
State of New York being and more particularly described as follows:

 

Beginning at a set
iron pin on the southerly line of Union Street where said southerly line is
intersected by the easterly line of Schlote Avenue and running thence from the place
of beginning along the monumented right-of-way line of the New York Thruway the
following three (3) courses: S 39° 12’ 55” W, 347.68 feet; also along the
Village of Fultonville-Town of Glen boundary line, to a set iron pin; thence N
75° 05’ 45” W, 158.00 feet to a concrete right-of-way monument; thence N 64° 51’
15” W, 343.98 feet to a set iron pin; thence N 45° 16’ 20” E along the
southeasterly boundary line of lands of Wayne and Cheryl Hazzard and along the
southeasterly end of Center Street a distance of 143.98 feet to a found iron
pipe; thence N 39° 27’ 15” E along the southeasterly boundary line of lands of
Allan & Patricia Windover a distance of 359.58 feet to a set iron pin;
thence S 49° 59’ 20” E along the aforesaid southerly line of Union Street a
distance of 461.00 feet to the place of beginning.

 

Being Parcel I, a
portion of Parcel VI and a portion of Parcel VII as described in deed recorded
in Montgomery County Clerk’s Office in Liber 479 at page 96.

 

Beginning at a set
iron pin on the westerly line of Schlote Avenue at a distance of 309.6 feet
northeasterly along said westerly line from the intersection of the westerly
line of Schlote Avenue with the northerly line of Union Street, and running
thence from the place of beginning N  59° 50’ 15” W along the northerly
boundary of lands of Capitol Vial, Inc. a distance of 326.02 feet to a
found iron pin; thence along the southeasterly boundary line of other lands
described hereon below the following three (3) courses: N 43° 15’ 19” E,
55.43 feet to a point; thence N 35° 24’ 35” E, 77.00 feet to a point; thence N 24°
52’ 35” E, 45.00 feet to a found iron pin; thence along the southerly boundary
line of lands of McDonald’s Corporation and lands of Countryside Management
Corp., Inc. the following two (2) courses: S 73° 28’  20”
E, 273.10 feet to a set iron pin; thence S 54° 34’ 20” E, 72.97 feet to a set iron pin;
thence S 36° 53’ 20” W along
the aforesaid westerly line of
Schlote Avenue a distance of 234.77 feet to the place of beginning.

 

Being a portion of
Parcel III, a portion of Parcel IV and Parcel V as described in deed above
referenced.

 

Beginning at a set
iron pin on the southerly line of Union Street where said southerly line is
intersected by the easterly line of Schlote Avenue and running thence from the
place of beginning N 37° 01’ 55” E along the easterly line of Schlote Avenue a
distance of 199.83 feet to

 

a point; thence S 48°
07’ 00” E, 7.62 feet to a point, thence S 39° 12’ 55” W along the Village of
Fultonville-Town of Glen boundary line a distance of 199.33 feet to the place of
beginning.

 

Being Parcel VIII as
described in deed above described.

 

1

 

Beginning at a set iron pin on the southerly
line of Riverside Drive where said southerly line is intersected by the
easterly line of Franklin Street, and running thence from the place of
beginning S 70° 55’ 20” E along said southerly line a distance of 816.00 feet to
a set iron pin; thence running along the boundary line of McDonald’s
Corporation the following four (4) courses: S 25° 05’ 30” W, 239.50 feet
to a found iron pin; thence S 66° 29’ 12” E, 150.08 feet to a found iron pin;
thence S 26° 50’ 40” W, 50.34 feet to a found iron pin; thence S 63° 56’ 55” E,
6.30 feet to a found iron pin; thence along the northwesterly boundary line of
other lands described hereon above the following three (3) courses: S 24°
52’ 35” W, 45.00 feet to a point; thence S 35° 24’ 35” W, 77.00 feet to a
point; thence S 43° 15’ 19” W, 55.43 feet to a found iron pin; thence along the
boundary line of lands of Capitol Vial, Inc. the following five (5) courses:
N  47° 52’ 50”
W, 42.41 feet to a point; thence N 56° 43’ 20” W, 36.94 feet to a point; thence
S 40° 22’ 20” W, 6.80 feet to a point; thence N 49° 30’ 00” W, 6.69 feet to a
point; thence S 40° 30’ 00” W, 62.24 feet to a point; thence N 48° 42’ 30” W
along the boundary line of lands of Capitol Vial, Inc. and land of George
Snyder or Fultonville Machine & Tool a distance of 18.43 feet to a
point; thence continuing along the Snyder boundary line, aforesaid, the following
four (4) courses: N 10° 32’ 00” W, 63.90 feet to a point; thence N 49° 19’
00” W, 199.90 feet to a point; thence N 76° 49’ 00” W, 108.50 feet to a point;
thence S 37° 40’ 00” W, 120.10 feet to a point; thence N 51° 41’ 00” W along
the boundary line of lands of Donald & Ruth Stevens a distance of
180.20 feet to a point; thence along the boundary line of lands of Gerald &
Christy Desmarais the following four (4) courses: N 34° 12’ 00” E, 15.00
feet to a point; thence N 42° 08’ 00” W, 42.30 feet to a point; thence N 67° 59’
00” W, 102.60 feet to a point; thence S 28° 50’ 00” W, 25.00 feet to a found
iron pipe; thence N 67° 59’ 00” W along the boundary line of lands of Keith Bever
a distance of 105.20 feet to a found iron pipe; thence along the boundary line
of other lands of George Snyder the following two (2) courses: N 00° 40’
00” E, 70.95 feet to a found iron pin; thence N 54° 30’ 40” W, 24.97 feet to a
point; thence along the boundary line of lands of Perry & Martha
Foundeur the following two (2) courses: N 35° 53’ 40” E, 123.98 feet to a
found iron pipe; thence N 53° 39’ 00” W, 125.04 feet to a found iron pipe;
thence N 36° 19’ 35” E, 223.82 feet to the place of beginning.

 

Begin a portion of Parcel X as described in
deed above referenced and being lands as described in deed recorded in
Montgomery County Clerk’s Office in fiber 539 at page 180.

 

2

 

A-88

 

	
   

  	
  3.210 Maybrook, NY

  
	
   

  	
  125 Neelytown Road

  
	
   

  	
  Montgomery, NY 12549

  
	
   

  	
  (TCA Site No. 210 - Maybrook)

  

 

Legal
Description

 

ALL THAT CERTAIN PLOT, PIECE OR PARCEL OF LAND
situate, lying and being in the Town of Montgomery, Orange County, New York,
and more particularly bounded and described as follows:

 

Commencing at a point in the westerly side of
Neelytown Road (as presently located), said point being marked by a monument,
and;

 

Running thence North 85° 11’ 26” West, a
distance of 6.27 feet to the westerly line of Neelytown Road (as widened) and
the point of beginning;

 

Thence along the westerly line of Neelytown
Road (as widened) the following courses and distances: 

 

South 07° 30’ 00” West, a distance of 193.75
feet; thence

 

On a curve to the right having a radius of
475.00 feet, an arc distance of 252.78 feet; thence 

 

On a curve to the right having a radius of
953.05 feet, an arc distance of 153.86 feet; thence 

 

South 47° 14’ 30” West, a distance of 168.00
feet to lands now or formerly of Weinberg; thence

 

Along lands now or formerly of Weinberg, North
69° 25’ 07” West, a distance of 488.50 feet; thence

 

Along lands now or formerly of Weinberg and
along lands now or formerly of Tweedle and along a fence, North 02° 02’ 00”
West, a distance of 666.00 feet to the southeasterly line of Interstate Route
84; thence

 

Along the southeasterly line of Interstate Route
84 and through a monument, North 59° 44’ 20” East, a distance of 953.30 feet to
a monument; thence

 

South 11° 53’ 44” West, a distance of 236.35
feet to a monument; thence

 

South 21° 26’ 53” East, a distance of 150.22
feet to a monument; thence

 

South 03° 34’ 11” West, a distance of 285.60
feet; thence

 

South 85° 11’ 26” East, a distance of 34.09
feet to the point of beginning.

 

Excepting therefrom, ALL THAT TRACT OR PARCEL
OF LAND situate, lying and being in the Town of Montgomery, County of Orange
and State of New York:

 

Commencing at a point in the westerly side of
Neelytown Road, at its intersection with the boundary line of lands now or
formerly of the People of the State of New York; and

 

Running thence North 03° 34’ 11” East a
distance of 60.00 feet to the point of beginning;

 

1

 

Thence running
through lands now or formerly of Truckstops Corp. of America, the following
courses and distances:

 

North 86° 25’ 49”
West, a distance of 28.00 feet; thence

 

Still through same,
North 03° 34’ 11” East, a distance of 40.00 feet; thence

 

Still through same,
South 86° 25’ 49” East, a distance of 28.00 feet to lands now or formerly of
the People of the State of New York; thence

 

Along the westerly
line of County Route 99, a distance of 40.00 feet to the point or place of
beginning.

 

Excepting therefrom,
ALL THAT PIECE OR PARCEL OF LAND situate, lying and being in the Town of
Montgomery, County of Orange, State of New York, being designated as Parcel C
on a map entitled, “Lot Line Change Plan lands of Robert K. & Dorothy
L. Tweedle and Maybrook Realty, Inc.”, dated October 20, 1995,
revised March 29, 1996 and filed in the Orange County Clerk’s Office, June 17,
1996 as Map No. 116-96; being more particularly bounded and described as
follows:

 

Beginning at a point
in the northwesterly line of the existing Neelytown Road, a/k/a County Road No. 99,
said point being on the division line between the lands now or formerly of Blue
Beacon of Montgomery on the south and Parcel C herein described on the north;

 

Thence along the last
mentioned division line, North 67° 39’ 43” West 467.28 feet to a point on the division
line between the individual lands now or formerly of Blue Beacon of Montgomery
and Parcel A of the above mentioned filed map, lands now or formerly of
Tweedle, respectively, on the west, and Parcel C herein described on the east;

 

Thence along the last
mentioned division line, North 00° 16’ 36” West 146.60 feet to a point on the
division line between Parcel B, of the above mentioned filed map, lands now or
formerly of Maybrook Realty, Inc., on the northeast and north and Parcel C
herein described on the southwest and south;

 

Thence, along the
last mentioned division line the following four (4) courses:

 

1.     South 35° 39’ 43” East 120.88 feet;

 

2.     On a curve to the left having a radius of
140.00 feet and an arc length of 78.19 feet;

 

3.     South 67° 39’ 43” East 324.49 feet, and;

 

4.     On a curve to the left having a radius of
50.00 feet and an arc length of 64.10 feet to a point in the aforementioned
northwesterly line of Neelytown Road, a/k/a County Road No. 99;

 

Thence along the last mentioned line, South 38° 52’
44” West 89.47 feet to the point or place of beginning.

 

2

 

PARCEL II:

 

ALL THAT CERTAIN
PLOT, PIECE OR PARCEL OF LAND, situate, lying and being in the Town of
Montgomery, Orange County, New York and more particularly bounded and described
as follows:

 

Commencing at a point
in the westerly side of Neelytown Road (as presently located), said point being
marked by a monument, and;

 

Running thence North 85° 11’ 26” West, a distance
of 6.27 feet to the westerly line of Neelytown Road (as widened);

 

Thence along lands of
The People of  the State of New York, North 85°
11’ 26” West, a distance of 34.09 feet;

 

Thence along the
same, North 03° 34’ 11” East, a distance of 285.60 feet to a monument and the
point of beginning;

 

Thence through lands
now or formerly of Truckstops Corp. of America, the following courses and
distances:

 

North 21° 26’ 53”
West, a distance of 150.22 feet to a monument; thence

 

North 11° 53’ 44”
East, a distance of 236.35 feet to a monument;

 

Thence along the
lands of The People of the State of New York, the following courses and
distances:

 

North 59° 57’ 20”
East, a distance of 166.62 feet to a monument; thence

 

South 16° 53’ 29”
West, a distance of 475.01 feet to a monument and the point of beginning.

 

And can further be
described as:

 

ALL THAT CERTAIN
PLOT, PIECE OR PARCEL OF LAND situated in the Town of Montgomery, Orange
County, New York, and more particularly bounded and described as follows:

 

Beginning at a point,
said point being South 16° 53’ 29” West, a distance of 475.1 feet from the
intersection of the west line of Neelytown Road and the south line of New York
Interstate Route 84, said point also being a monument;

 

Thence South 03° 34’
00” West for a distance of 285.60 feet along the westerly line of Neelytown
Road to a point;

 

Thence South 17° 50’
36” West for a distance of 253.47 feet continuing along the westerly line of
Neelytown Road, to a point;

 

Thence South 26° 53’
59” West for a distance of 215.96 feet continuing along the westerly line of
Neelytown Road to a point;

 

Thence South 37° 07’
20” West for a distance of 174.70 feet continuing along the westerly line of
Neelytown Road to a point of curve;

 

3

 

Thence along curve to the right having a radius
of 50.90 feet and an arc length of 64.59 feet to the point of tangent;

 

Thence North 69° 25’ 06” West for a distance of
324.49 feet to a point of curve;

 

Thence along a curve  to the right
having a radius of 140.00 feet and an arc length of 78.19 feet to a point of
tangent;

 

Thence North 37° 25’ 07” West for a distance of
120.88 feet to a point;

 

Thence North 02° 02’ 01” West for a distance of
519.40 feet to a point on the south line of N.Y.S. Interstate Route 84;

 

Thence North 59° 44’ 20” East for a distance of
935.30 feet along the southerly line of N.Y.S. Interstate Route 84 to an
existing monument;

 

Thence South 11° 53’ 44” West for a distance of
236.35 feet to a point;

 

Thence South 21° 26’ 53” East for a distance of
150.22 feet to the point and place of beginning.

 

4

 

A-89

 

	
   

  	
  3.221 Candler, NC

  
	
   

  	
  153 Wiggons Road

  
	
   

  	
  Candler, NC 28715

  
	
   

  	
  (TCA Site No. 221)

  

 

Legal
Description

 

LYING IN UPPER HOMINY TOWNSHIP OF BUNCOMBE COUNTY,
NC

 

Parcel One: Being all
that certain tract or parcel of land conveyed by She-Can Co. to Roadway Motor
Plazas, Inc. by deed recorded in the Office of the Register of Deeds for
Buncombe County
in Deed Book 1459, at Page 402, the description of which was corrected by
deed recorded in Deed Book 1464, page 416, reference to each of which is
made for purposes of a more particular description of said Parcel. Being all of
Parcel One as shown on that certain plat prepared by Blue Ridge Surveying, Inc.
dated 20 May 1999, Job No. 99-100-D, and entitled “ALTA/ACSM Urban Class Survey
for TRAVELCENTERS OF AMERICA, INC.”

 

Parcel Two: Being all
that certain tract or parcel of land conveyed by She-Can Co. to Roadway Motor
Plazas, Inc. by deed recorded in the Office of the Register of Deeds for
Buncombe County in Deed Book 1459, at Page 399, reference to which is made
for purposes of a more particular description of said Parcel. Excepting
therefrom that portion of said tract conveyed by Roadway Motor Plazas, Inc.
to Wyoming Realty, Inc. by deed recorded in Deed Book 1511, at Page 529.
Being all of Parcel Two shown on that certain plat prepared by Blue Ridge
Surveying, Inc. dated 20 May 1999, Job No. 99-100-D, and
entitled “ALTA/ACSM Urban Class Survey for TRAVELCENTERS OF AMERICA, INC.”

 

Parcel Three: Being
all that certain tract or parcel of land conveyed by James M. Hall, Sr.,
and wife, Polly M. Hall to Roadway Motor Plazas, Inc. by deed recorded in
the Office of the Register of Deeds of Buncombe County in Deed Book 1610, at Page 490,
reference to each of which is made for purposes of a more particular
description of said Parcel. Being all of Parcel Three as shown on that certain
plat prepared by Blue Ridge Surveying, Inc. dated 20 May 1999, Job No. 99-100-D,
and entitled “ALTA/ACSM Urban Class Survey for TRAVELCENTERS OF AMERICA, INC.”

 

The above described
survey describes Parcel One, Two and Three above, the combination thereof
contains 20.315 acres, which said total area is described with particularity as
follows:

 

BEGINNING at a maple
stump with 6” double maple sprout growing from the rim of the stump, the
Beginning Corner
in that deed to Roadway Motor Plazas, Inc. recorded in the Office of the
Register of Deeds for Buncombe County, North Carolina in Deed Book 1464 at Page 416;
thence with the eastern line of the property off Terrell T. Garren as described
in Deed Book 1498, at Page 457, North 07°13’08” East, 354.20 feet to a 3/4” iron pipe; thence
North 40°38’42” West, 392.76 feet to a 3/4” pinched iron pipe, the northernmost corner of
said Terrell T. Garren property; thence with another line of said Garren
property and with a fence line, South 45°01’15” West, 252.93 feet, to a 5/8”
rebar with plastic

 

1

 

cap marked “Stevenson, Morgan, Young”; thence with the northeastern line of
the property of James M. Hall as the same is described in Deed Book 784, at Page 154,
North 45°53’58” West, 452.29 feet to a 6” locust fence post at a fence
intersection; thence with the southeastern and  southern line
of the property of Lawrence W. Rogers as the same is described in Deed Book
1766, at Page 159, North 63°06’01” East, 301.22 feet to a 8” locust fence
post at a bend in the fence and South 87°41’27” East, passing a 5/8” rebar with
plastic cap marked “Blue Ridge Land Surveying” at 203.27 feet, a total distance
of 223.27 feet to a point in a branch; thence South 57°12’17” East, 25.52 feet
to a 1/4” rebar in a branch; thence South 87°51’31” East 314.86 feet to a 5/8”
rebar with a plastic cap marked “Blue Ridge Land Surveying”; thence North 3°07’14”
East, passing a 5/8” rebar with plastic cap marked “Blue Ridge Land Surveying”
at 87.25 feet, a total distance of 107.25 feet to a point in  the
asphalt of Wiggins Road; thence South 44°17’20” East 200.32 feet to a
point in the asphalt of Wiggins Road; thence South 53°14’15” East 141.68 feet
to a point in the asphalt of Wiggins Road; thence North 2°43’45” East, passing
a 5/8”
rebar with plastic cap marked “Blue Ridge Land Surveying” at
20.00 feet, a total distance of 216.18 feet to a 1” iron pipe; thence with the
southern line of the property of Mary M. Ward as the same is described in Deed
Book 1530, at Page 689 and shown as Lot 5 on a plat recorded in Plat Book
16, at Page 116 and with a fence line, South 87°26’15” East 566.53 feet to
a 3/4” iron pipe; thence with the western line of the property of Robert H.
Gaddy as the same is described in Deed Book 1007, at Page 336, South 2°46’44”
West 230.51 feet to the base of a bent stainless steel pipe; thence North 87°17’35”
West 132.85 feet to a 5/8” rebar with plastic cap marked “Blue Ridge Land
Surveying”; thence South 26°26’54” West, passing a 5/8” rebar with plastic cap
marked “Blue Ridge Land Surveying” at 28.02 feet, a total distance of 34.02
feet to a point in a steep cut bank; thence with two lines of the property of
Wyoming Realty, Inc. as the same is described in Deed Book 1511, at Page 529,
North 72°56’24” West, 134.87 feet to a 5/8” rebar with plastic cap marked “Blue
Ridge Land Surveying” and South 36°56’00” West 143.10 feet to a P.K. nail in
the north edge of the asphalt of Wiggins Road; thence North 53°25’23” West
206.38 feet with the north edge of the asphalt of Wiggins Road, to a point;
thence North 87°26’15” West, 37.27 feet crossing Wiggins Road to a point on the
south edge of the asphalt and shown as the southeastern corner of the Essie
Dills property as  shown on an unrecorded plat thereof
dated December 5, 1984 by Billy Ashley, Jr., R.L.S.; thence South
53°29’17” East 66.00 feet with the south edge of the asphalt of Wiggins Road to
a point; thence North 20°32’30” East 13.06 feet to a point in the asphalt of
Wiggins Road; thence South 53°29’17” East 174.29 feet to a point in the asphalt
of Wiggins Road; thence running 274.44 feet along the arc of a curve to the
right with a radius of 703.55 feet and a chord bearing and distance of South
41°01’15” East 272.70 feet to a point in the asphalt of Wiggins Road, said
point being in the northern margin of the right of way for Interstate Highway
40; thence along the northern margin of said right of way, the following seven (7) courses
and distances, to wit:

 

2

 

	
  (1)

  	
  South 59°52’32”
  West, passing a 5/8” rebar with plastic cap marked “Blue Ridge Land
  Surveying” at 20.00 feet, a total distance of 51.71 feet to a concrete right
  of way monument;

  
	
  (2)

  	
  South 20°41’25”
  West, 70.75 feet;

  
	
  (3)

  	
  South 68°24’38”
  West, passing a 5/8’ rebar with plastic cap marked “Blue Ridge Land
  Surveying” at 24.16 feet; a total distance of 230.37 feet to a concrete right
  of way monument;

  
	
  (4)

  	
  North 21°44’44”
  West 50.09 feet to a concrete right of way monument;

  
	
  (5)

  	
  South 68°32’36”
  West 204.57 feet to a 5/8” rebar;

  
	
  (6)

  	
  Running 268.36 feet
  along the arc of a curve to the right with a radius of 2036.31 feet and a
  chord bearing and distance of South 72°17’19” West 268.16 feet to a 5/8”
  rebar with plastic cap marked “Stevenson, Morgan, Young”; and

  
	
  (7)

  	
  South 86°05’29” West 152.57 feet to the BEGINNING.

  
	
   

  	
   

  
	
   

  	
  Containing 20.315 acres, more or less.

  

 

3

 

A-90

 

	
   

  	
  3.002 Greensboro, NC

  
	
   

  	
  1101 NC Highway 61

  
	
   

  	
  Whitsett, NC 27377

  
	
   

  	
  (TCA Site No. 2 - Greensboro)

  

 

Legal Description

 

TRACT I

 

BEGINNING
AT AN EXISTING IRON PIPE, SAID EXISTING IRON PIPE BEING LOCATED AT THE
SOUTHEAST INTERSECTION OF GREESON ROAD & N.C. HWY. #61; THENCE RUNNING
ALONG THE EASTERN RIGHT-OF-WAY LINE OF N.C. HWY. #61 SOUTH 17  DEGREES, 00
MINUTES & 01 SECOND WEST 382.28 FT. TO A POINT ALONG SAME SAID
RIGHT-OF-WAY, ALSO SAID POINT BEING ON THE NORTHERN RIGHT-OF-WAY LINE OF PACE
DRIVE; THENCE CONTINUING ALONG THE NORTHERN RIGHT-OF-WAY OF PACE DRIVE SOUTH 69
DEGREES, 00 MINUTES & 44 SECONDS EAST 1.74 FT. TO A POINT THE P.C. OF
A CURVE TO THE RIGHT, THE RADIUS BEING 305 FT., THE CHORD BEING SOUTH 48
DEGREES, 17 MINUTES, & 20 SECONDS EAST 215.85 FT. TO A POINT THE P.T.
OF THE CURVE; THENCE

 

CONTINUING
ALONG SAME SAID RIGHT-OF-WAY SOUTH 27 DEGREES, 33 MINUTES, & 56 SECONDS
EAST 73.68 FT. TO  A POINT THE
P.C. OF A CURVE TO THE LEFT, THE RADIUS BEING 225 FT., THE CHORD BEING SOUTH 40
DEGREES, 59 MINUTES, & 09 SECONDS EAST 104.44 FT. TO A POINT THE P.T. OF
THE CURVE; THENCE CONTINUING ALONG SAME SAID RIGHT-OF-WAY SOUTH 54 DEGREES, 24
MINUTES, & 23 SECONDS EAST 266.14 FT. TO A POINT THE P.C. OF A CURVE
TO THE LEFT, THE RADIUS BEING 295 FT., THE CHORD BEING SOUTH 68 DEGREES, 14
MINUTES, & 35 SECONDS EAST 141.10 FT. TO A POINT THE P.T. OF THE CURVE;
THENCE CONTINUING ALONG SAME SAID RIGHT-OF-WAY SOUTH 82 DEGREES, 04 MINUTES, &
47 SECONDS EAST 256.27 FT. TO A POINT THE P.C. OF A CURVE TO THE LEFT, THE
RADIUS BEING 4,555.68 FT., THE CHORD BEING SOUTH 83 DEGREES, 19 MINUTES, &
47 SECONDS EAST 198.76 FT. TO A POINT THE P.T. OF THE CURVE; THENCE CONTINUING
ALONG SAME SAID RIGHT-OF-WAY SOUTH 84 DEGREES, 34 MINUTES, & 47
SECONDS EAST 475.94 FT. TO A POINT; THENCE CONTINUING NORTH 04 DEGREES, 38
MINUTES, & 11 SECONDS EAST 931.19 FT. TO AN EXISTING IRON ON THE
SOUTHERN RIGHT-OF-WAY OF GREESON ROAD; THENCE CONTINUING ALONG SAME SAID
RIGHT-OF-WAY SOUTH 89 DEGREES, 42 MINUTES, & 32 SECONDS WEST 312.50
FT. TO AN EXISTING IRON ON SAME SAID RIGHT-OF-WAY; THENCE CONTINUING ALONG SAME
SAID RIGHT-OF-WAY NORTH 89 DEGREES, 14 MINUTES, & 31 SECONDS WEST
616.11 FT. TO AN EXISTING IRON PIPE ON  SAME SAID RIGHT-OF-WAY; THENCE CONTINUING ALONG SAME
SAID RIGHT-OF-WAY NORTH 88 DEGREES, 07 MINUTES, & 24 SECONDS WEST
175.78 FT. TO AN EXISTING IRON PIPE ON SAME SAID RIGHT-OF-WAY; THENCE
CONTINUING ALONG SAME  SAID
RIGHT-OF-WAY NORTH 86 DEGREES, 31 MINUTES, & 49 SECONDS WEST
397.98 FT. TO AN EXISTING IRON PIPE THE POINT OF BEGINNING CONTAINING 28.051
ACRES MORE OR LESS; THE SAME BEING LOT 1 OF THE PROPERTY OF PACE OIL COMPANY AS RECORDED IN PLAT BOOK 89, PAGE 36; SAVE
AND EXCEPT THEREFROM THAT PARCEL OF LAND DEEDED TO THE DEPARTMENT OF
TRANSPORTATION RECORDED IN BOOK 3683, PAGE 765, GUILFORD COUNTY REGISTRY.

 

TRACT
II

 

BEGINNING
AT A NEW IRON PIPE ON THE EASTERN RIGHT-OF-WAY LINE OF N.C. 61, SAID NEW IRON
PIPE BEING A COMMON CORNER WITH G. H. KIRKPATRICK, JR.; THENCE
RUNNING ALONG THE NORTHERN LINE OF KIRKPATRICK SOUTH 30 DEGREES, 47 MINUTES &
49 SECONDS EAST 336.12 FT. TO A NEW IRON PIPE IN THE NORTHERN LINE OF THELMA T.
WHEELER, THENCE ALONG THE NORTHERN LINE OF THELMA T. WHEELER NORTH 88 DEGREES,
49 MINUTES & 45 SECONDS EAST 145.14 FT. TO A POINT ALONG THE SOUTHERN
RIGHT-OF-WAY OF PACE DRIVE;

 

1

 

Exhibit A

 

THENCE
CONTINUING ALONG THE SOUTHERN RIGHT-OF-WAY OF PACE DRIVE NORTH 54 DEGREES, 24
MINUTES & 23 SECONDS WEST 68.31 FT. TO A POINT THE P.C. OF A CURVE TO THE
RIGHT, THE RADIUS BEING 275 FT., THE CHORD BEING NORTH 40 DEGREES, 59 MINUTES &
10 SECONDS WEST 127.65 FT. TO A
POINT, THE P.T. OF THE CURVE; THENCE CONTINUING ALONG THE SOUTHERN RIGHT-OF-WAY
OF PACE DRIVE NORTH 27 DEGREES, 33 MINUTES & 56 SECONDS WEST 73.68 FT.
TO A POINT THE P.C. OF A CURVE TO THE LEFT THE RADIUS BEING 255 FT., THE CHORD
BEING NORTH 48 DEGREES, 05
MINUTES & 35 SECONDS WEST 178.84 FT. TO A POINT THE P.T. OF THE CURVE,
SAID POINT BEING ALSO ON THE EASTERN RIGHT-OF-WAY OF N.C. HWY. 61, THENCE
CONTINUING ALONG SAID RIGHT-OF-WAY SOUTH 17 DEGREES, 00 MINUTES & 01
SECONDS WEST 36.73 FT. TO A NEW IRON PIPE; THE POINT OF BEGINNING, CONTAINING 0.6754 ACRES MORE OR
LESS; ALSO BEING PART OF THE PROPERTY OF PACE OIL COMPANY AS RECORDED IN PLAT
BOOK 89, PAGE 36; SAVE AND EXCEPT THEREFROM THAT PARCEL OF LAND DEEDED TO THE
DEPARTMENT OF TRANSPORTATION RECORDED IN BOOK 3683, PAGE 765, GUILFORD COUNTY
REGISTRY.

 

TRACT
III

 

BEGINNING
AT AN EXISTING R/W MONUMENT, SITUATED EAST OF THE INTERSECTION OF THE
UP-RAMP FROM THE WESTBOUND LANE OF INTERSTATE 85, AND N.C. HIGHWAY 61, THENCE
NORTH 07 DEGREES, 44 MINUTES, & 52 SECONDS
WEST ALONG SAID RIGHT-OF-WAY OF UP-RAMP 93.24 FT. TO A NEW IRON PIPE ON THE
EAST RIGHT-OF-WAY LINE OF N.C. #61, THENCE NORTH 27 DEGREES, 13 MINUTES &
12 SECONDS EAST 87.78 FT. TO A NEW IRON PIPE ALONG SAME SAID RIGHT-OF-WAY;
THENCE CONTINUING ALONG SAME SAID RIGHT-OF-WAY NORTH 21 DEGREES, 12 MINUTES &
24 SECONDS EAST 83.53 FT. TO A NEW IRON PIPE A CORNER WITH PACE OIL CO.; THENCE
RUNNING SOUTH 30 DEGREES, 47 MINUTES & 49 SECONDS EAST 336.12 FT. TO A
NEW IRON PIPE IN THE NORTHERN LINE OF THELMA T. WHEELER PROPERTY; THENCE
RUNNING ALONG THELMA T. WHEELER’S NORTH LINE NORTH 77 DEGREES, 47 MINUTES &
03 SECONDS WEST 3.36 FT. TO A CONCRETE RIGHT-OF-WAY MONUMENT; THENCE CONTINUING
ALONG THELMA T. WHEELER’S NORTH LINE SOUTH 87 DEGREES, 16 MINUTES & 03
SECONDS WEST 191.97 FT. TO AN EXISTING IRON
PIPE ON THE EAST SIDE OF THE UP-RAMP LEADING
FROM INTERSTATE 85; THENCE CONTINUING ALONG SAID UP-RAMP NORTH 41 DEGREES, 11
MINUTES, & 57 SECONDS WEST 20.84 FT. TO AN EXISTING RIGHT-OF-WAY MONUMENT;
THENCE CONTINUING ALONG UP-RAMP NORTH 32 DEGREES, 30 MINUTES & 03
SECONDS WEST 39.32 FT. TO AN EXISTING RIGHT-OF-WAY MONUMENT, THE POINT OF BEGINNING,
CONTAINING 0.883 ACRES

 

2

 

MORE OR
LESS; SAVE AND EXCEPT THEREFROM THAT PARCEL OF LAND DEEDED TO THE DEPARTMENT OF
TRANSPORTATION RECORDED IN BOOK 3651, PAGE 704, GUILFORD COUNTY REGISTRY; THE
SAME BEING THAT PROPERTY DEEDED TO PACE OIL COMPANY, INC. RECORDED IN BOOK
3673, PAGE 20, GUILFORD COUNTY REGISTRY.

 

Being
the same as:

 

TRACT
ONE:

BEGINNING
at an existing iron pipe in the eastern right-of-way line of N.C. Highway 61
(60-ft. right-of-way) at its intersection with the south right-of-way line
(60-ft, right-of-way) of Greeson Road (SR 3065) and runs thence with the south
right-of-way line of Greeson Road South 86 degrees 31 minutes 47 seconds East
397.98 feet to an existing iron pipe; thence continuing with the south
right-of-way line of Greeson Road South 88 degrees 06 minutes 16 seconds East
175.95 feet to an existing iron pipe; thence continuing with said south
right-of-way line of Greeson Road South 89 degrees 17 minutes 29 seconds East
616.13 feet to an existing Iron pipe; thence continuing with the south
right-of-way line of Greeson Road North 89 degrees 45 minutes 02 seconds East
312.32 feet to an existing iron pipe in said right-of-way line; thence South 04
degrees 37 minutes 56 seconds West 931.41 feet to a nail in the edge of the
pavement and the north right of way line (50-ft. right-of-way) of Pace Drive,
the same being on the north side of Interstate 85; thence with the north
right-of-way line of Pace Drive North 84 degrees 34 minutes 50 seconds West
475.94 feet to an iron rod the P.C. of a curve, said curve having a radius of
4555.68 feet and delta of 2 degrees 30 minutes; thence with said curved
northern right-of-way, the chord being North 83 degrees 19 minutes 50 seconds
West 198.76 feet to an iron rod, the P.I. of said curve; thence with the north
right-of-way line of Pace Drive North 82 degrees 04 minutes 50 seconds West
256.27 feet to a con. nail, the P.C. of a curve, said curve having a radius of
295 feet and a delta of 27 degrees 40 minutes 24 seconds; thence with said
curved northern right-of-way line, the chord being North 68 degrees 14 minutes
37 seconds West 141.11 feet to a X-mark on a test well, the P.T. of said curve;
thence continuing with the north right-of-way line of Pace Drive North 54
degrees 24 minutes 26 seconds West 266.13 feet to an iron rod, the P.C. of a
curve, said curve having a radius of 229 feet and a delta of 26 degrees 50
minutes 27 seconds; thence with the curved northern right-of-way line, the
chord being North 40 degrees 58 minutes 59 seconds West 104.45 feet to an iron
rod, the P.T. of said curve; thence with the north right-of-way line of Pace
Drive North 27 degrees 34 minutes 07 seconds West 73.67 feet to an iron rod,
the P.C. of a curve, having a radius of 309 feet and a delta of 41 degrees 26
minutes 40 seconds; thence with said curved northern right-of-way line, the
chord being North 46 degrees 19 minutes 52 seconds West 196.24 feet to an iron
rod in said northern right-of-way line at its intersection with the east
right-of-way line of N.C. Highway 61 thence with the east right-of-way line of
N.C. Highway 61 North 16 degrees 54 minutes 37 seconds East 13.91 feet to an
exist. right-of-way corner; thence continuing with the east right-of-way line
of N.C. Highway 61 North 16 degrees 24 minutes 10 seconds east 235.32 feet to
an iron rod; thence with said right-of-way line North 73 degrees 00 minutes
West 20.00 feet to an iron rod in the east right-of-way line of N.C. Highway
61; thence with the east right-of-way line of N.C. Highway 61 North 17 degrees
00 minutes East 135.35 feet to the beginning, containing 28.09 acres, more or
less.

 

TRACT
TWO:

BEGINNING
at an exist. Right-of-Way Corner in the east right-of-way line of N.C. Highway
61 (40 feet from center), said monument being located South 19 degrees 02
minutes 06 seconds West 53.30 feet from an iron rod at the intersection of the
east right-of-way line of N.C. Highway 61 and the south right-of-way line of
Pace Drive and runs thence from said monument North 19 degrees 02 minutes 06
seconds East 53.30 feet to an iron rod at the intersection of the east
right-of-way line of N.C. Highway 61 and the south right-of-way line of Pace
Drive; thence with the curved southern right-of-way line of Pace Drive, said
curve having a radius of 255 feet and a delta of 41 degrees 26 minutes 48
seconds, the chord being south 45 degrees 33 minutes 23 seconds East 157.53
feet to an iron rod, the P.T. of said curve; thence with the south right-of-way
line of Pace Drive South 27 degrees 33 minutes 51 seconds East 73.68 feet to an
iron rod, the P.C. of a curve, said curve having a radius of 275 feet and a
delta of 26 degrees 50 minutes 27 seconds; thence with the curved southern
right-of-way line, the chord being South 40 degrees 59 minutes 13 seconds East
127.65 feet to an iron rod, the P.T. of said curve; thence with the south
right-of-line of Pace Drive South 55 degrees 09 minutes 07 seconds East 68.17
feet to an exist. right-of-way corner; thence South 88 degrees 48 minutes 47
seconds West 145.47 feet to an exist. right-of-way corner (right-of-way of
I-85); thence North 30 degrees 58 minutes 14 seconds West 307.38 feet to the
beginning, containing 0.63 acre, more or less.

 

3

 

Also
encumbering the following described land to the extent not included in the
aforedescribed land:

 

TRACT
ONE:

BEGINNING
at an existing iron pipe in the eastern right-of-way line of N. C. Highway 61
(60-ft. right-of-way) at its intersection with the south right-of-way line
(60-ft. right-of-way) of Greeson Road (SR 3065) and runs thence with the south
right-of-way line of Greeson Road South 86 degrees 31 minutes 47 seconds East
397.98 feet to an existing iron pipe; thence continuing with the south
right-of-way line of Greeson Road South 88 degrees 06 minutes 16 seconds East
175.95 feet to an existing iron pipe; thence continuing with said south
right-of-way line of Greeson Road South 89 degrees 17 minutes 29 seconds East
616.13 feet to an existing iron pipe; thence continuing with the south
right-of-way line of Greeson Road North 89 degrees 45 minutes 02 seconds East
312.32 feet to an existing iron pipe in said right-of-way line; thence South 04
degrees 37 minutes 56 seconds West 931.41 feet to a nail in the edge of the
pavement and the north right-of-way line (50-ft. right-of-way) of Pace Drive,
the same being on the north side of Interstate 85; thence with the north
right-of-way line of Pace Drive North 84 degrees 34 minutes 50 seconds West
475.94 feet to an iron rod, the P.C. of a curve, said curve having a radius of
4555.68 feet and delta of 2 degrees 30 minutes; thence with said curved northern
right-of-way, the chord being North 83 degrees 19 minutes 50 seconds West
198.76 feet to an iron rod, the P.T. of said curve; thence with the north
right-of-way line of Pace Drive North 82 degrees 04 minutes 50 seconds West
256.27 feet to a” con. nail, the P.C. of a curve, said curve having a radius of
295 feet and a delta of 27 degrees 40 minutes 24 seconds; thence with said
curved northern right-of-way line, the chord being North 68 degrees 14 minutes
37 seconds West 141.11 feet to a X-mark on a test well, the P.T. of said curve;
thence continuing with the north right-of-way of Pace Drive North 54 degrees 24
minutes 26 seconds West 266.13 feet to an iron rod, the P.C. of a curve, said
curve having a radius of 220 feet and a delta of 26 degrees 50 minutes 27
seconds; thence with the curved northern right-of-way line, the chord being
North 40 degrees 58 minutes 59 seconds West 104.45 feet to an iron rod, the
P.T. of said curve; thence with the north right-of-way line of Pace Drive North
27 degrees 34 minutes 07 seconds West 73.67 feet to an iron rod, the P.C. of a
curve, having a radius of 305 feet and a delta of 41 degrees 26 minutes 48
seconds; thence with said curved northern right-of-way line, the chord being
North 46 degrees 19 minutes 52 seconds West 196.24 feet to an iron rod in said
northern right-of-way line at its intersection with the east right-of-way line
of N.C. Highway 61; thence with the east right-of-way line of N.C. Highway 61
North 16 degrees 54 minutes 37 seconds East 13.91 feet to an exist. right of
way corner; thence continuing with east right-of-way line of N.C. Highway 61
North 16 degrees 24 minutes 10 seconds East 235.32 feet to an iron rod; thence
with said right-of-way line North 73 degrees 00 minutes West 20.00 feet to an
iron rod in the east right-of-way line of N.C. Highway 61; thence with the east
right-of-way line of N.C. Highway 61 North 17 degrees 00 minutes East 135.35
feet to the beginning, containing 28.09 acres, more or less.

 

4

 

TRACT
TWO:

BEGINNING
at an exist. Right of Way Corner in the east right-of-way line of N. C.
Highway 61 (40 feet from center), said monument being located South 19
degrees 02 minutes 06 seconds West 53.30 feet from an iron rod at the
intersection of the east right-of-way line of N. C. Highway 61 and
the south right-of-way line of Pace Drive and runs thence from said monument
North 19 degrees 02 minutes 06 seconds East 53.30 feet to an iron rod at the
intersection of the east right-of-way line of N. C. Highway 61 and
the south right-of-way line of Pace Drive; thence with the curved southern
right-of-way line of Pace Drive, said curve having a radius of 255 feet and a
delta of 41 degrees 25 minutes 48 seconds, the chord being South 45 degrees 33
minutes 23 seconds East 157.53 feet to an iron rod, the P.T. of said curve;
thence with the south right-of-way line of Pace Drive South 27 degrees 33
minutes 51 seconds East 73.68 feet to an iron rod, the P.C. of a curve, said
curve having a radius of 275 feet and a delta of 26 degrees 50 minutes 27
seconds; thence with the curved southern right-of-way line, the chord being
South 40 degrees 59 minutes 13 seconds East 127.65 feet to an iron rod, the
P.T. of said curve; thence with the south right-of-line of Pace Drive South [original
illegible] degrees 09 minutes 07 seconds East 68.17 feet to an exist. right of
way corner; thence South 88 degrees 48 minutes 47 seconds West 145.47 feet to
an exist. right of way corner (right-of-way of I-85); thence North 30 degrees
58 minutes 14 seconds West 307.38 feet to the beginning, containing 0.63 acre,
more or less.

 

5

 

A-91

 

	
   

  	
  3.701 Ashland, OH

  
	
   

  	
  715 US 250 East

  
	
   

  	
  P.O. Box 469

  
	
   

  	
  Ashland, OH 44805

  
	
   

  	
  (TCA Site No. 701)

  

 

Legal
Description

 

And  being part of the Northeast Quarter of Section 22,
Range 16, Township 22, also known as being all of that parcel of land conveyed to
Sohio Oil Company from Homer M. Bush by Deed Volume 550, Page 433 and more
fully bounded and described as follows to wit:

 

Commencing for reference at a pk set at the
intersection of the centerlines of County Highway No. 1575 and State Route
250, bearing North 8 degrees, 50 minutes and 24 seconds West 693.25 feet
distant from a 3/4” iron rod found in a monument box marking a Point of
Intersection of a curve in County Road 1575;

 

Thence South 08 degrees 50 minutes 24 seconds
East, 42.70 feet along the centerline of said County Highway 1575 to a point on
the North line of the Northeast Quarter of Section 22 which is the True
Place of Beginning for the parcel of land herein described:

 

Thence, South 89 degrees 24 minutes 49 seconds
East, 437.49 feet along the North line of said Quarter Section 22 to a
drill hole found in the West right-of-way line of the ramp to Interstate Route
71;

 

Thence,
South 02 degrees 53 minutes 16 seconds West, 94.22 feet along said right-of-way
line to a capped rebar set an an angle point therein;

 

Thence,
South 04 degrees 25 minutes 31 seconds East, 428.36 feet along said
right-of-way line to a 5/8” rebar found at an angle point therein;

 

Thence, South 21 degrees 37 minutes 44 seconds
East, 203.29 feet along said right-of-way to a 5/8” rebar found at the
Northeast corner of a parcel of land now or formerly owned by Puissant Group, Inc.
as recorded in Deed Volume 563, Page 942;

 

Thence, South 69
degrees 13 minutes 07 seconds West, 385.86 feet along said Puissant Group’s
North line to a pk set in the centerline of said County Highway 1575 and
passing over a 5/8” rebar found 53.70 feet from said centerline of County
Highway 1575;

 

Thence, Northwesterly, 519.30 feet along the
arc of a curve curving to the right and having a radius of 2864.79, a central
angle of 10 degrees 23 minutes 09 seconds, and a chord of 518.59 feet bearing
North 14 degrees 01 minutes 59 seconds West to a pk set at the P.T. of the
curve, witnessed by a 5/8” iron pipe found on the North line of County Road
1575 bearing North 81 degrees, 09 minutes and 36 seconds East 25.00 feet;

 

Thence, North 08 degrees 50 minutes 24 seconds
West, 352.63 feet along the centerline of said County Highway 1575 to the true
place of beginning and containing 7.114 acres of land as determined by a survey
made under the supervision of Stephen P. Campbell P.L.S. No. 7330 of
Campbell and Associates Inc. in September of 1993.

 

The basis of Bearings for the above description
are based on North 08 degrees 50 minutes 24 seconds West, as the centerline of
County Highway 1575 and is the same Bearing found in Deed Volume 550, Page 433
Ashland County Records.

 

 

A-92

 

	
   

  	
  3.011 Dayton, OH

  
	
   

  	
  6762 St. Rt. 127

  
	
   

  	
  P.O. Box 30

  
	
   

  	
  Eaton, OH 45320

  

 

Legal
Description

 

Located in Section 35, Town 9, Range 2
East, Monroe Township, Preble County, Ohio being all the land of BP Oil
Company, an Ohio corporation as recorded in Deed Book 361, Page 488 of the
Deed Records of said County and being more particularly described as surveyed
by George N. Stephenson, Ohio Professional Surveyor No. 7264;

 

Beginning at the Northwest corner of said Section 35:

 

Thence along the North line of said Section 35
South Eighty-Nine degrees Sixteen minutes Twenty-Three seconds (89° 16’ 23”)
East for one thousand ninety eight and 69/100 (1,098.69) feet to a P.K. nail
set on the centerline of State Route 127 being the true point of beginning;

 

Thence continuing with said North Section line
of the South lines of land of the State of Ohio, Department of Highway Safety
as recorded in Deed Book 247, Page 175 of the Deed Records of said County
and land of Bessie L. Eliot as recorded in Deed Book 366, Page 78 of the
Deed Records of said County South Eighty-Nine degrees Sixteen minutes
Twenty-Three seconds (89° 16’ 23”) East for one thousand four hundred ninety
nine and 80/100 (1,499.80) feet to an “X” mark on a stone found;

 

Thence with the West lines of land of Jamie &
Douglas Holster as recorded in Deed Book 330, Page 541 of the Deed Records
of said County and Armacost Motel, Inc. as recorded in Deed Book 325, Page 109
South Zero degrees Twenty minutes Forty-Seven seconds (00° 20’ 47”) West for
two thousand six hundred forty four and 61/100 (2,644.61) feet to a P.K. nail
set on the centerline of Price Road and the South line of the Northwest Quarter
of said Section 35;

 

Thence with said South line of the Northwest
Quarter North Eighty-Nine degrees Seventeen minutes Forty-Nine seconds (89° 17’
49”) West for Seven hundred Sixty-Eight and 36/100 (768.36) feet to a 5/8” iron
pin set on the North line of Interstate 70 limited access right-of-way as
recorded in Deed Book 361, Page 400 of the Deed Records of said County;

 

Thence with said North line, on the following 6
courses:

 

North Seventy One degrees Zero minutes Thirty
seconds (71° 00’ 30”) West for two hundred ten and 96/100 (210.96) feet to a
5/8” iron pin set;

 

North Fifty-Eight degrees Forty-Two minutes
Thirty seconds (58° 42’ 30”) West for two hundred four and 08/100 (204.08) feet
to a 5/8” iron pin set;

 

North Forty degrees Thirty-Seven minutes
Fifty-Four seconds (40° 37’ 54”) West for one hundred ninety and 69/100
(190.69) feet to a 5/8” iron pin set;

 

North Sixty-One degrees Fifty two minutes Forty
seconds (61° 52’ 40”) West for two hundred seventy and 72/100 (270.72) feet to
a 5/8” iron pin set;

 

North Zero degrees Fifty-Eight minutes
Forty-Seven seconds (00° 58’ 47”) East for four hundred seventy and 38/100
(470.38) feet to a 5/8” iron pin set;

 

North Eighty-Six degrees Forty-Two minutes
Nineteen seconds (86° 42’19”) West for ninety six and 85/100 (96.85) feet to a
P.K. nail set in the centerline of Old State Route 127;

 

Thence along said old centerline, the East line
of ATH Corporation as recorded in Deed Book 261, Page 247, the East line
of H&W Development, as recorded in Deed Book 357, Page 795, the East
line of Carol Cassel Badgley as recorded in Deed Book 268, Page 192, and
the East line of Lloyd and Thelma Swihart as recorded in Deed Book 296, Page 854
of the Deed Records of said County for the following 3 courses:

 

North Three degrees Fifty-Two minutes Forty-One
seconds (03° 52’ 41”) East for two hundred thirty one and 26/100 (231.26) feet
to a P.K. nail set;

 

1

 

North Three degrees Thirty-Six minutes
Forty-One seconds (03° 36’ 41”) East for one thousand four hundred sixty three
and 73/100 (1,463.73) feet to a P.K. nail set;

 

North Three degrees Fourteen minutes Forty-One
seconds (03° 14’ 41”) East for thirty nine and 95/100 (39.95) feet to the true
point of beginning containing 89.785 acres of land more or less subject to all
legal highways, restrictions, easements, and agreements of record.

 

The above described property is the same as
described in First American Title Insurance Company Commitment No. 9-35634,
dated March 5, 1993.

 

Also encumbering the following described land
to the extent not included in the aforedescribed land:

 

Situated in the Township of Monroe, County of
Preble and State of Ohio: in the Northwest Quarter of Section 35; T9; R2
E, and being all of the Mabel Smith et al tract as recorded in Deed Book 194, Page 134
on the Deed Records of said County and being more particularly described as
follows:

 

Commencing at a stone at the Northwest corner
of Section 35; T9; R2 E;

 

Thence S 89° 16’ 23” E with the North line of
said Section 1098.69 feet to a hinge nail at the Northwest corner of the
Mabel Smith tract and in the center of U.S. Route 127, and the place of
beginning of the following described tract:

 

Thence S 89° 16’ 23” E continuing with said
North section line 1499.80 feet to a boulder, being also the Northeast corner
of the Mabel Smith tract;

 

Thence S 0° 20’ 47” W with Mabel Smith’s East
line 2644.61 feet to a hinge nail at Mabel Smith’s Southeast corner, said
corner being also in the center of Price Road and in the South line of said
Northwest quarter section;

 

Thence S 89° 17’ 49” W with the South line of
the Mabel Smith tract and with the South line of said quarter section and
centerline of Price Road 1655.35 feet to Mabel Smith’s Southwest corner and at
the intersection of the South line of said quarter section and the centerline
of Price Road with the centerline of U.S. Route 127;

 

Thence N 2° 31’ 11” E with the center-line of
U.S. Route 127 a distance of 16.10 feet to a hinge nail;

 

Thence N 3° 52’ 41” E continuing with said centerline
1129.07 feet to a hinge nail;

 

Thence N 3° 36’ 41” E continuing with said
centerline 1463.73 feet to a hinge nail;

 

Thence N 3° 14’ 41” E continuing with said
center-line 39.96 feet to the place of beginning, containing 95.699 acres more
or less.

 

Less and except that portion of the above
described premises appropriated by the State of Ohio on May 15, 1963, for
permanent easement and public highway premises, and more particularly described
as follows:

 

Situated in the Township of Monroe, County of Preble,
State of Ohio; And

 

Beginning at the Northeast corner of Section 35;

 

Thence South 01 degree 08 minutes 41 seconds
West along the East line of Section 35, a distance of 2667.05 feet to a
point in the present southerly right of way line of Price Road and in the
proposed northerly limited access right of way line of Interstate 70 (USR 40);

 

2

 

Thence North 89 degrees 17 minutes 29 seconds
West along said southerly right of way line and northerly limited access right
of way line, a distance of 1270.72 feet to a point;

 

Thence North 89 degrees 16 minutes 03 seconds West along said southerly right of
way line and northerly limited access right of way line, a distance of 1268.08
feet to a point;

 

Thence North 89 degrees 17 minutes 14 seconds
West along said southerly right of way line and northerly limited access right
of way line a distance of 543.15 feet to a point;

 

Thence North 86 degrees 30 minutes 51 seconds
West along the proposed northerly limited access right of way line, a distance
of 200.30 feet to a point;

 

Thence North 71 degrees 00 minutes 30 seconds
West along said northerly limited access right of way line, a distance of 26.49
feet to a point in the present centerline of right of way of Price Road, said
point being 181.48 feet left of Station 532 plus 74.90 in the centerline of a
survey made in 1961 for the Ohio Department of Highways of Interstate Route 70
(USR 40), in Preble County and also being the point of beginning of the parcel
herein described;

 

Thence North 89 degrees 17 minutes 14 seconds
West along the present centerline of right of way of Price Road, a distance of
886.99 feet to a point in the present centerline of right of way of USR 127;

 

Thence North 02 degrees 31 minutes 41 seconds East
along said centerline of right of way of USR 127, a distance of 16.10 feet to a
point;

 

Thence North 03 degrees 52 minutes 41 seconds
East along said centerline of right of way of USR 127, a distance of 897.81
feet to a point;

 

Thence South 86 degrees 42 minutes 19 seconds
East, a distance of 96.85 feet to a point;

 

Thence South 00 degrees 58 minutes 47 seconds
West, a distance of 470.38 feet to a point;

 

Thence South 61 degrees 52 minutes 40 seconds
East, a distance of 270.72 feet to a point;

 

Thence South 40 degrees 37 minutes 54 seconds
East, a distance of 190.69 feet to a point;

 

Thence South 58 degrees 42 minutes 30 seconds
East, a distance of 204.08 feet to a point;

 

Thence South 71 degrees 00 minutes 30 seconds
East, a distance of 211.00 feet to the point of beginning containing 4.943
acres, more or less, exclusive of the present road which occupies 0.972 of an
acre, more or less.

 

Together with all rights or easements of access
to or from said limited access highway, from or to the land of said persons
abutting upon that portion of said limited access highway between the following
points:

 

From a point 76.00 feet right of centerline
Station 11 plus 00 to a point 181.48 feet left of centerline Station 532 plus
74.90 and as shown by plans for said improvement herein referred to.

 

Parcel No. 86 (Highway)

Perpetual Easement for Highway Purposes

 

Beginning at the Northeast corner of Section 35;

 

Thence South 01 degree 08 minutes 41 seconds
West along the East line of Section 35, a distance of 2667.05 feet to a
point in the present southerly right of way line of Price Road and in the
proposed northerly limited access right of way line of Interstate Route 70 (USR
40);

 

3

 

Thence North 89 degrees 17 minutes 29 seconds
West along said southerly right of way line and northerly limited access right
of way line, a distance of 1270.72 feet to a point;

 

Thence North 89 degrees 16 minutes 03 seconds
West along said southerly right of way line and northerly limited access right
of way line, a distance of 1268.08 feet to a point;

 

Thence North 89 degrees 17 minutes 14 seconds
West along said southerly right of way line and northerly limited access right
of way line, a distance of 543.15 feet to a point;

 

Thence North 86 degrees 30 minutes 51 seconds
West along the proposed northerly limited access right of way line, a distance
of 200.30 feet to a point;

 

Thence North 71 degrees 00 minutes 30 seconds
West along said northerly limited access right of way line, a distance of 26.49
feet to a point in the present centerline of right of way of Price Road, said
point being 181.48 feet left of Station 532 plus 74.90 in the centerline of a
survey made in 1961 for the Ohio Department of Highways of Interstate Route 70
(USR 40), in Preble County and also being the point of beginning of the parcel
herein described;

 

Thence North 71 degrees 00 minutes 30 seconds
West along the proposed northerly limited access right of way line of
Interstate Route 70 (USR 40), a distance of 57.39 feet to a point;

 

Thence North 25 degrees 04 minutes 56 seconds
East, a distance of 28.87 feet to a point in a circular curve having a radius
of 999.93 feet, said point being 45.00 feet right of Station 20 plus 00.48 in
the proposed construction centerline of Price Road Relocation;

 

Thence northwesterly curving to the right along
said circular curve, a distance of 806.51 feet measured along the arc, said arc
being subtended by a chord 784.82 feet in length bearing North 41 degrees 48
minutes 42 seconds West to a point, said point being 45.00 feet right of the
point of curvature at Station 12 plus 30.27 in the proposed construction
centerline of Price Road Relocation;

 

Thence South 71 degrees 17 minutes 41 seconds
West, a distance of 5.00 feet to a point;

 

Thence North 18 degrees 42 minutes 19 seconds
West, a distance of 230.78 feet to a point;

 

Thence North 50 degrees 15 minutes 02 seconds
West, a distance of 110.30 feet to a point in the proposed northerly limited
access right of way line of Interstate Route 70 (USR 40);

 

Thence North 86 degrees 42 minutes 19 seconds
West along said northerly limited access right of way line, a distance of 96.85
feet to a point in the present centerline of right of way of USR 127;

 

Thence North 03 degrees 52 minutes 41 seconds
East along said centerline of right of way of USR 127, a distance of 231.74
feet to a point;

 

Thence North 03 degrees 35 minutes 41 seconds
East along said centerline of right of way of USR 127, a distance of 868.26 feet
to a point;

 

Thence South 86 degrees 11 minutes 12 seconds
East, a distance of 0.89 feet to a point at Station 22 plus 00.00 North in the
proposed construction centerline of USR 127;

 

Thence continuing South 86 degrees 11 minutes
12 seconds East, a distance of 29.11 feet to a point in the present easterly
right of way line of USR 127;

 

Thence South 05 degrees 14 minutes 50 seconds
East, a distance of 202.53 feet to a point;

 

Thence South 00 degrees 08 minutes 38 seconds
West, a distance of 761.58 feet to a point;

 

Thence South 49 degrees 15 minutes 48 seconds
East, a distance of 176.06 feet to a point;

 

4

 

Thence South 18 degrees 42 minutes 19 seconds
East, a distance of 297.56 feet to a point of tangency with a circular curve
having a radius of 909.93 feet, said point being 45.00 feet left of the point
of curvature at Station 12 plus 30.27 in the proposed construction centerline
of Price Road Relocation;

 

Thence curving to the left along said circular
curve, a distance of 1019.32 feet measured along the arc, said arc being
subtended by a chord 966.85 feet in length bearing South 50 degrees 47 minutes
50 seconds East to a point, said point being 45.00 feet left of Station 23 plus
00.00 in the proposed construction centerline of Price Road Relocation;

 

Thence South 81 degrees 38 minutes 13 seconds
East, a distance of 246.96 feet to a point in the present northerly right of
way line of Price Road;

 

Thence South 00 degrees 42 minutes 11 seconds
West, a distance of 17.77 feet to a point at Station 25 plus 50.00 in the
proposed construction centerline of Price Road Relocation;

 

Thence continuing South 00 degrees 42 minutes
11 seconds West, a distance of 0.23 feet to a point in the present centerline
of right of way of Price Road;

 

Thence North 89 degrees 17 minutes 14 seconds
West along said centerline of right of way of Price Road, a distance of 513.37
feet to the point of beginning containing 4.346 acres, more or less, exclusive
of the present road which occupies 0.981 of an acre more or less.

 

Engineer’s Note: Area being conveyed after
exceptions for highway purposes 86.399 acres, more or less.

 

5

 

A-93

 

	
   

  	
   

  	
  3.039 Hebron, OH

  10679 Landcaster Rd., SE

  
	
   

  	
   

  	
  P.O. Box 520

  
	
   

  	
  Legal Description

  	
  Hebron, OH 43025

  
	
   

  	
   

  	
  (TCA Site No. 39)

  

 

Parcel One

 

Situated in the County of Licking in the State
of Ohio and in the Township of Union and bounded and described as follows:

 

Situate in the State of Ohio, County of Licking,
Township of Union, being part of Section 16, Township 17, Range 18,
Refugee Lands and being part of Parcel 1 as described in a deed to Charles W.
and Ethel S. Slater of record in the Deed Book 457, Page 442, Recorder’s
Office, Licking County, Ohio and being more particularly described as follows:

 

Beginning at a concrete monument at the
intersection of the original center line of State Route 37 and the southerly
right-of-way line of Interstate Route 70, also being in the westerly line of
the said Charles W. and Ethel S. Slater tract of record in Deed Book 457, Page 442,
said concrete monument being 490.00 ft. southerly and as measured at right
angles from the center line of Interstate Route 70 from Station 718 + 83.3;

 

Thence N. 61° 09’ 30” E. and along the
southerly right-of-way of Interstate Route 70 a distance of 442.87 ft. to a
wood stake set at an angle point in the southerly right-of-way line of
Interstate Route 70, said stake being 240 ft. southerly from the center line of
Interstate Route 70;

 

Thence N. 70° 40’ 30” E. and continuing along
the southerly right-of-way line of Interstate Route 70 a distance of 95.73 ft.
to an iron pin;

 

Thence S. 2° 35’ 30” W. a distance of 902.61
ft. to an iron pin;

 

Thence S. 34° 10’ 30” W. and parallel to the
original center line of State Route 37 a distance of 514.96 ft. to an iron pin;

 

Thence N. 75° 43’ 30” W. a distance of 585.19
ft. to a nail in the center line of the original State Route 37 and in the
westerly line of the said Charles W. and Ethel S. Slater tract;

 

Thence N. 34° 10’ 30” E. and along the original
center line of State Route 37 a distance of 715.00 ft. to an iron pin set at an
angle point in the original center line of State Route 37;

 

Thence N. 2° 44’ 50” E. and continuing along
the original center line of State Route 37, the Westerly line of said Charles
W. and Ethel S. Slater tract a distance of 347.49 ft. to the place of
beginning, containing 14.560 acres; subject to all easements and restrictions
shown of record, also subject to all legal highways together with an easement
20 ft. in width extending from the southeasterly corner of the above described
tract southerly to the center line of South Fork Licking River for the purposes
of drainage from the above described 14.560 acre tract, the center line of said
easement being more particularly described as follows:

 

Beginning at a point in the southerly line of
the above described 14.560 acres, said point being N. 75° 43’ 30” W. a distance
of 10.64 ft. from an iron pin at the southeasterly corner of said 14.560 acre
tract;

 

Thence S. 34° 10’ 30” W. a distance of 425 ft.
more or less to the center line of the South Fork Licking River, the point of
ending of the herein described easements.

 

Excepting therefrom, an 11.60 acre tract as
shown as Parcel Four herein.

 

Parcel Two

 

Situated in the Township of Union, County of
Licking and State of Ohio:

 

Situate in the State of Ohio, County of
Licking, Township of Union and being part of the Northwest Quarter of Section 16,
Township 17, Range 18, Refugee Lands and being part of a 51- acre tract
described in a deed to Gladys M. Keller of record in Deed Book 497, Page 390,

 

1

 

Recorder’s Office, Licking County, Ohio, and
being more particularly described as follows:

 

Beginning at the southeasterly corner of the
Gladys M. Keller 51-acre tract, of record in Deed Book 497, Page 390, said
point being in the center line of Old State Route 37, also known as the
Granville-Lancaster Road, said point also being 47.0 ft. right of Station 49 +
40.5 from the relocated center line of State Route 37;

 

Thence Westerly and along the southerly line of
said 51-acre tract to Station 49 + 25.3 on the relocated center line of State
Route 37;

 

Thence Northerly, and along the center line of
relocated State Route 37 to Station 54 + 40.5, said point being in the
southerly right of way of Interstate Route 70;

 

Thence Easterly along the southerly
right-of-way line of Interstate Route 70 to a point in the original center line
of State Route 37, said point being 141.1 ft. right of Station 53 + 60 from the
relocated center line of State Route 37;

 

Thence Southerly and along the easterly line of
the said 51-acre tract, the original center line of State Route 37 to the place
of beginning, containing 1.3 acres, more or less; subject to all easements and
restrictions shown of record; also subject to all legal highways.

 

Parcel Three

 

Situated in the County of Licking in the State
of Ohio and in the Township of Union and bounded and described as follows:

 

Tract I:

 

Situated in the State of Ohio, County of
Licking, and Township of Union and being a part of Section 16, Township
17, Range 18, Refugee Lands and being a part of Parcel 1 as conveyed to Charles
W. Slater and Ethel S. Slater by deed of record in Deed Book 457, Page 442,
deed record in the office of the Recorder of Licking County, Ohio, and being
more particularly bounded and described as follows:

 

Beginning at an iron pin at the  southeasterly
corner of a certain 11.600 tract;

 

Thence from said point of beginning North 34
degrees 10 minutes 30 seconds East and along the Easterly line of said 11.600
Acre Tract, a distance of 514.96 feet to an iron pin in the Easterly line of
said Tract;

 

Thence South 12 degrees 04 minutes 52 seconds
West, a distance of 452.83 feet to an iron pin;

 

Thence North 85 degrees 04 minutes 30 seconds
West, a distance of 195.21 feet to the point of beginning and containing 1.007
acres.

 

Tract II:

 

Situate in the State of Ohio, County of
Licking, Township of Union, and being a part of Section 16, Township 17,
Range 18, Refugee Lands and being a part of Parcel 1 as conveyed to Charles W.
and Ethel S. Slater, by deed of record in Deed Book 457, Page 442, records
of the Recorder’s Office, Licking County, Ohio, and being more particularly
described as follows, to-wit:

 

Beginning at a point in the center line of
State Route 37 and at the southwesterly corner of that certain 14.560 Acre
Tract as conveyed to Union Oil Company of California by deed of record in Deed
Book 565, Page 376, records of the Recorder’s Office, Licking County,
Ohio;

 

Thence from said point of beginning, S. 75° 49’
30” E. and along the southerly line of said 14.560 Acre Tract, as defined by an
Affidavit of record in Miscellaneous Records 98934, Page 257 of the

 

2

 

above mentioned records, a distance of 585.19
ft. to an iron pin at the southeasterly corner of said 14.560 Acre Tract;

 

Thence N. 85° 04’ 30” W. a distance of 452.38
ft. to an iron pin;

 

Thence N. 48° 09’ 25” W. a distance of 156.60
ft. to the point of beginning and containing 0.488 Acres; and subject to all
easements and/or restrictions shown of record, also subject to legal right of
way for State Route 37. Together with all appurtenances thereto belonging or in
any wise appertaining and all right, title and interest of the Grantor in and
to any and all roads, street, alleys and ways bounding the said premises.

 

The above description as to Parcel No. 1
being the result of a survey made by the Jennings-Lawrence Company, by Lawrence
Jackman, registered surveyor on July 19, 1971, and as to Parcel No. 2 from
a survey made by the Jennings-Lawrence Company in May, 1971 and as revised by
Harold F. McClory, Registered Engineer No. 4897 on October 5, 1971.

 

Parcel Four

 

Situated in the County of Licking, State of
Ohio, Township of Union:

 

That certain tract or parcel of land situate in
Union Township, Licking County, Ohio and being part of Section 16, Township 17,
Range 18, Refugee lands, and being more particularly described  as
follows:

 

Beginning at a concrete monument at the intersection
of the center line of original State Route 37 and the Southerly right-of-way
line of Interstate Route 70; said concrete monument being 490.00 feet Southerly
(as measured at right angles from the center line of Interstate Route 70) from
Station 718 + 83.3;

 

Thence North 61° 09’ 30” East along the
Southerly right-of-way line of Interstate 70 a distance of 66.00 feet to an
iron pin;

 

Thence South 28° 57’ 30” East a distance of
786.00 feet to an iron pin;

 

Thence South 34° 10’ 30” West and parallel to
the center line of original State Route 37 a distance of 514.96 feet to an iron
pin;

 

Thence North 75° 43’ 30” West a distance of
585.19 feet to a nail in the center line of the original State Route 37;

 

Thence North 34° 10’ 30” East along the center
line of original State Route 37 a distance of 451.52 feet to a point;

 

Thence North 88° 32’ 09” West a distance of
54.84 feet to Station 49 + 25.3 on the center line of relocated State Route 37;

 

Thence Northerly and with a curve to the left
having a radius of 954.93 feet, the chord of which bears North 17° 20’ 47’
East, a chord distance of 37.37 feet to Station 49 + 62.68 on the center line
of relocated State Route 37;

 

Thence continuing along the center line of
relocated State Route 37 along a curve to the left, the chord of which bears
North 9° 13’ 30” East a chord distance of 349.48 feet to Station 53 + 12.68 on
the center line of relocated State Route 37;

 

Thence North 5° 43’ 30” East continuing along
the center line of relocated State Route 37 a distance of 127.82 feet to
Station 54+ 40.5 on the center line of relocated State Route 37, said point
being in the Southerly right-of-way line of Interstate Route 70;

 

3

 

Thence South 54° 34’ 10” East and along the Southerly
right-of-way line of Interstate 70 a distance of 162.45 feet to a point in the
center line of original State Route 37, said point being 141.10 feet right of
Station 53 + 60 on the center line of relocated State Route 37;

 

Thence North 2° 44’ 50” East and along the
center line of original State Route 37 a distance of 150.20 feet to the Place
of Beginning, containing 11.600 acres;

 

Together with an easement 20 feet in width
extending from the Southeasterly corner of the above described tract Southerly
to the center line of South Fork Licking River for purposes of drainage from
the above described tract; the center line of said easement being more
particularly described as follows:

 

Beginning at a point in the Southerly line of
the above described tract, said point being North 75° 43’ 30” West a distance
of 10.64 feet from an iron pin at the Southeasterly corner of the above
described tract;

 

Thence South 34’ 10’ 30” West a distance of 425
feet, more or less, to the center line of South Fork Licking River, the point
of ending of the herein described easement.

 

All of the above-described parcels one through
four being the same as follows:

 

Being all of the 14.560 Ac., 1.3 Ac., 1.007 Ac.
and the 0.488 Ac. tracts conveyed to the Pure Oil Company and Union Oil
Corporation of California; Situated in the Northwest Quarter of Section 16,
Township 17, Range 18, of the Refugee Lands, Union Township, Licking County,
Ohio and being further described as follows:

 

Beginning at an existing Concrete Monument on
the South Right-of-Way Line of Interstate 70 at 490 feet Right of Centerline
Station 718+83.3 of Said Interstate 70; said Concrete Monument also being 133.3
feet Right of Station 55+10 of State Route 37 (1956 Survey);

 

Thence with the said South Right-of-Way Line of
Interstate 70, North 61 Degrees 30 Minutes 57 Seconds East, passing an Existing
Iron Pin (5/8” Rebar) of 66.00 feet, a total distance of 443.30 feet to an
Existing Iron Pin (5/8 Rebar);

 

Thence continuing with the said South
Right-of-Way Line North 71 Degrees 00 Minutes 00 Seconds East 95.66 feet to an
Existing Iron Pin 3/4” Id. Pipe);

 

Thence leaving the said Right-of-Way Line  and with the
East Line of the above mentioned 14.56 Acre tract South 02 Degrees 54 Minutes
53 Seconds West 902.41 feet to an Existing Iron Pin (3/4 Id. Pipe);

 

Thence leaving the said 14.56 Acre tract and
with the East Line of the above mentioned 1.007 Acre tract  South 12 Degrees 23 Minutes 30 Seconds West 452.30 feet to an Existing
Iron Pin (5/8” Rebar) on the North Line of a 2.073 Acre tract conveyed to I-80
Investments Corporation by deed recorded in Official Record 69, Page 93 of
the said County Records:

 

Thence with the North Line of the 2.073 Acre
tract and the North Line of a 2.5348 Acre tract conveyed to the said I-80
Investment Corporation North 84 Degrees 50 Minutes 00 Seconds West, passing an
Existing Iron Pin (1/2” Rebar, of 220.00 Feet, a total distance of 647.69 feet
to an Existing Iron Pin (1/2’ Rebar - Bent);

 

Thence Continuing with the said North Line
North 47 Degrees 54 Minutes 55 Seconds West, passing an Existing Iron Pin (1/2”
Rebar) at 101.14 feet, a total distance of 156.60 feel to a point in State
Route 37;

 

Thence with the center of Old State Route 37
North 34 Degrees 10 Minutes 50 Seconds East 451.43 feet to an Iron Pin Set (5/8”
Rebar) at 47’ Right of Station 49+40.5 or relocated State

 

4

 

Route 37 (1956 Survey) at the Southeasterly
corner of a 51 Acre tract conveyed to Gladys M. Keller as recorded in Deed
Volume 497, Page 390 of the said County Records (Also the Southeast Corner
of the previously mentioned 1.3 Acre tract);

 

Thence with the South Line of the said Keller
tract South 89 Degrees 42 Minutes 12 Seconds West 49.50 feet to a point in the
center of relocated State Route 37 at Station 49+25.3;

 

Thence leaving the said South Line and with the
center of the relocated State Route 37 (and the West Line of the said 1.3 Acre
tract) the next 3 courses and distances.

 

1) with a curve to the left
having a radius of 954.93 feet (Chord Bearing North 17 Degrees 20 Minutes 47
Seconds East 37.37 feet) an arc distance of 37.37 feet to a point at C.S.
Station 49+62.68

 

2) with a spiral curve to
the left having a 6 Degree curve (Chord Bearing North 09 Degrees 13 Minutes 30
Seconds East 349.48 feet) a spiral length of 350.00 feet to a point at S.T.
Station 53+12.68

 

3) North 05 Degrees 43
Minutes 30 Seconds East 127.82 feet to a point at the Intersection with the
South Right-of-Way Line of Interstate 70;

 

Thence leaving the said centerline and with the
said Right-of-Way Line South 54 Degrees 34 Minutes 10 Seconds East 162.45 feet
to an Iron Pin Set (5/8” Rebar) in the center of Old State Route 37 at 141.10
feet right of Centerline Station 53+60;

 

Thence Continuing with the said Right-of-Way Line
and with the center of said Old State Route 37 North 02 Degrees 44 Minutes 50
Seconds East 150.20 feet to the Place of Beginning.

 

Containing 17.3706 Acres (Total) with 2.2665
Acres in State Right-of-Way (State Route 37), Subject to all Legal Road
Right-of-Way of State Route 37 and all other applicable easements.

 

Also a 20 foot wide drainage easement as
described and recorded in Deed Volume 565, Page 376 extending from the
Southeast Corner of the 14.560 Acre tract to the center of South Fork Licking
River.

 

5

 

A-94

 

	
   

  	
   

   

   

  	
  3.139
  Jeffersonville, OH

  12403 US Rt. 35 NW

  P.O. Box 98

  Jeffersonville, OH
  43128

  (TCA Site
  No. 139)

  

 

Legal Description

 

PARCEL ONE: ALL THAT
CERTAIN REAL PROPERTY LOCATED IN THE TOWNSHIP OF JEFFERSON, COUNTY OF FAYETTE,
STATE OF OHIO, BEING MORE PARTICULARLY DESCRIBED  AS FOLLOWS:

 

BEGINNING AT A RAILROAD
SPIKE IN THE CENTER LINE OF THE WASHINGTON COURT HOUSE AND JAMESTOWN PIKE (U.S.
ROUTE 35) AND AT THE NORTHWESTERLY CORNER OF THE SAID CARL C. AND MILDRED
STACKHOUSE PROPERTY OF RECORD IN DEED BOOK 71, PAGE 373, SAID PLACE OF
BEGINNING BEING S. 6°30’ E. A DISTANCE OF 27.72 FT. FROM THE NORTHWESTERLY
CORNER OF THE ORIGINAL PARCEL; THENCE FROM SAID PLACE OF BEGINNING S. 30°00’ E.
AND ALONG THE ORIGINAL CENTER LINE OF U.S. ROUTE 35 A DISTANCE OF 225.72 FT. TO
AN IRON PIN; THENCE S. 50°04’36” E. AND CONTINUING ALONG THE ORIGINAL CENTER
LINE OF U.S. ROUTE 35 A DISTANCE OF 99.00 FT. TO A POINT, SAID POINT BEING
WITNESSED BY AN IRON PIN N. 62°02’ W. A DISTANCE OF 12.54 FT.; THENCE S. 62°02’
E. AND CONTINUING ALONG THE CENTER LINE OF U.S. ROUTE 35 A DISTANCE OF 1519.11
FT. TO A POINT AT THE NORTHEASTERLY CORNER OF THE SAID CARL C. AND MILDRED
STACKHOUSE PROPERTY; THENCE S. 1°07’ W. AND ALONG THE EASTERLY LINE OF THE SAID
CARL C. AND MILDRED STACKHOUSE PROPERTY AND PASSING AN IRON PIN ON THE LINE AT
45.43 FEET A DISTANCE OF 254.16 FT. TO A CONCRETE POST AT THE SOUTHEASTERLY
CORNER OF THE SAID STACKHOUSE PROPERTY; THENCE N. 87°22’54” W. AND ALONG THE SOUTHERLY LINE OF THE SAID CARL C.
AND MILDRED STACKHOUSE PROPERTY A DISTANCE OF 1394.63 FT. TO AN IRON PIN AT THE
SOUTHWESTERLY CORNER OF THE SAID STACKHOUSE PROPERTY; THENCE N. 6°30’ W. AND
ALONG THE WESTERLY LINE OF SAID STACKHOUSE PROPERTY A DISTANCE OF 1169.33 FT.
TO THE PLACE OF BEGINNING, CONTAINING 20.468 ACRES, MORE OR LESS; SUBJECT TO
ALL EASEMENTS AND RESTRICTIONS SHOWN OF RECORD, ALSO SUBJECT TO ALL LEGAL
HIGHWAYS.

 

BEING THE SAME
PREMISES DESCRIBED IN DEED FROM CARL STACKHOUSE TO MILDRED STACKHOUSE, DATED
JANUARY 5, 1949, RECORDED IN VOL. 80, PAGE 255, DEED RECORDS OF FAYETTE COUNTY,
OHIO, AND IN DEED FROM FRANK W. EICHENBERG AND BESSIE PEARL EICHENBERG TO CARL
C. STACKHOUSE AND MILDRED STACKHOUSE, DATED JUNE 29, 1943, AND RECORDED IN VOL
71, PAGE 373, DEED RECORDS OF FAYETTE COUNTY, OHIO.

 

SAVE AND EXCEPT:

 

SITUATED IN THE
TOWNSHIP OF JEFFERSON, COUNTY OF FAYETTE, STATE OF OHIO, AND BEING PART OF
20.468 ACRE TRACT IN VIRGINIA MILITARY SURVEY #1361, DEEDED TO THE UNION OIL
COMPANY OF CALIFORNIA (DEED BOOK 102, PAGE 356), AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:

 

BEGINNING AT A P.K.
NAIL SET IN THE OLD CENTERLINE OF U.S. ROUTE 35, SAID P.K. NAIL MARKS THE
NORTHEAST CORNER OF SAID 20.468 ACRE TRACT AND THE NORTHWEST CORNER OF LEONORA
HORROW’S 4.49 ACRE TRACT (DEED BOOK 103, PAGE 709); THENCE, SOUTH 1 DEGREE 07
MINUTES 44 SECONDS WEST, 254.26 FEET, ALONG THE EAST LINE OF SAID 20.468 ACRE
TRACT, AND THE WEST LINE OF SAID 4.49 ACRE TRACT TO A CONCRETE POST FOUND
MARKING THE SOUTHWEST CORNER OF SAID 20.468 ACRE TRACT, AND THE NORTHEAST
CORNER OF CAROL H. JANES’ 98.50 ACRE TRACT (DEED BOOK 80, PAGE 355) (PASSING AN
IRON PIPE FOUND AT 45.43 FEET); THENCE, NORTH 87 DEGREES 22 MINUTES 54 SECONDS
WEST, 780.00 FEET, ALONG THE SOUTH LINE OF SAID 20.468 ACRE TRACT AND THE NORTH LINE OF
SAID 98.50 ACRE TRACT TO AN IRON PIPE SET; THENCE, NORTH 27 DEGREES 58 MINUTES
00 SECONDS EAST, 560.81 FEET, ACROSS SAID 20.468 ACRE TRACT TO A P.K. NAIL SET
IN THE OLD CENTERLINE OF U.S. ROUTE 35 (PASSING AN IRON PIPE SET AT 520.81
FEET); THENCE, SOUTH 62 DEGREES 02 MINUTES 00 SECONDS EAST, 590.11 FEET, ALONG
SAID OLD CENTERLINE OF U.S. ROUTE 35, TO THE PLACE OF BEGINNING, CONTAINING
6.074 ACRES, MORE OR LESS.

 

ALSO SAVE AND EXCEPT:
SITUATED IN THE TOWNSHIP OF JEFFERSON, COUNTY OF FAYETTE, AND STATE OF OHIO, TO-WIT:

 

BEGINNING AT A POINT
IN THE SOUTHWEST CORNER OF A 20.468 ACRE TRACT OF LAND (OF WHICH THE FOLLOWING
IS A PART) CONVEYED TO THE PURE OIL COMPANY, NOW UNION OIL COMPANY OF
CALIFORNIA (DEED BOOK 102, PAGE 356) SAID POINT OF BEGINNING ALSO BEING THE
SOUTHEAST CORNER OF A TRACT OF LAND BELONGING TO CARL M. JANES (PARCEL 2) DEED BOOK
76, PAGE 630) AND IN THE LINES OF A 98.5 ACRE TRACT OF LAND ALSO BELONGING TO
CARL W. JANES (DEED BOOK 78, PAGE 267); THENCE FROM SAID POINT

 

1

 

OF BEGINNING NORTH
06°30’00” WEST ALONG THE WESTERLY LINE OF UNION OIL PROPERTY AND EASTERLY LINE
OF JANES PROPERTY, A DISTANCE OF 205.00 FEET TO A POINT; THENCE SOUTH 62°02’00”
EAST ALONG A LINE THROUGH THE UNION OIL PROPERTY, A DISTANCE OF 359.28 FEET TO
A POINT; THENCE SOUTH 06°30’00” EAST ALONG A LINE PARALLEL TO SAID WESTERLY LINE
OF UNION OIL PROPERTY, A DISTANCE OF 49.21 FEET TO A POINT IN THE SOUTHERLY
LINE OF UNION OIL PROPERTY AND NORTHERLY LINE OF JANES PROPERTY, THENCE NORTH
87°22’54” WEST ALONG SAID LINE, A DISTANCE OF 300.00 FEET TO THE POINT OF BEGINNING.

 

ALL OF THE
ABOVE-DESCRIBED LAND BEING THE SAME AS FOLLOWS:

 

THE FOLLOWING
DESCRIBED REAL ESTATE SITUATES THE MILITARY SURVEY 1361, JEFFERSON TOWNSHIP,
FAYETTE COUNTY, OHIO, AND IS PART OF THE ORIGINAL 20.468 ACRE TRACT
CONVEYED TO UNION OIL COMPANY OF CALIFORNIA, AS DESCRIBED IN DEED BOOK 108,
PAGE 450, FAYETTE COUNTY RECORDER’S OFFICE:

 

BEGINNING AT AN IRON
ROAD (SET) AT THE SOUTHEAST CORNER OF A 0.864 ACRE TRACT CONVEYED TO
RATTLESNAKE SEWER DISTRICT (DEED BOOK 115, PAGE 488) AND IN A NORTH LINE OF A 171.5220
ACRE TRACT CONVEYED TO CARL H. & BERNICE I. JANES (DEED BOOK 170, PAGE
423); THENCE WITH SAID 0.864 ACRE TRACT THE FOLLOWING 2 CALLS;

 

THENCE: NORTH 03
DEGREES 39 MINUTES 51 SECONDS WEST, A DISTANCE OF 49.21 FEET TO AN IRON ROD
(SET), WITNESS A 3 INCH METAL POST AT NORTH 03 DEGREES 39 MINUTES 51 SECONDS
WEST 0.70 FEET;

 

THENCE: NORTH 59
DEGREES 18 MINUTES 37 SECONDS WEST, A DISTANCE OF 356.94 FEET TO AN IRON ROD
(FOUND) IN THE EAST LINE OF A 4.9807 ACRE TRACT CONVEYED TO SANDRA S. DAVIS
(DEED BOOK 161, PAGE 497) AND IN THE LINE BETWEEN JEFFERSON TOWNSHIP AND
VILLAGE OF OCTA;

 

THENCE: NORTH 03
DEGREES 35 MINUTES 51 SECONDS WEST ALONG SAID EAST LINE AND SAID CORPORATION
LINE A DISTANCE OF 675.29 FEET TO A 1/2 INCH IRON ROD (FOUND) IN THE SOUTH LINE
OF ALLEN ROAD RELOCATED;

 

THENCE: NORTH 70
DEGREES 59 MINUTES 14 SECONDS EAST ALONG THE SOUTH LINE OF ALLEN ROAD RELOCATED
A DISTANCE OF 57.26 FEET TO A 6 INCH CONCRETE MONUMENT (FOUND) IN THE SOUTHWEST
LINE OF U.S. ROUTE 35 RELOCATED; THENCE WITH THE SOUTHWEST LINES OF U.S. ROUTE
35 RELOCATED WITH THE FOLLOWING 3 CALLS;

 

THENCE, SOUTH 57
DEGREES 57 MINUTES 16 SECONDS EAST, A DISTANCE OF 147.89 FEET TO A P.K. NAIL
(SET);

 

THENCE: SOUTH 58
DEGREES 39 MINUTES 46 SECONDS EAST ON A CURVE TO THE LEFT- RADIUS OF 21585.92
FEET-ARC OF 533.27 FEET, A DISTANCE OF 533.71 FEET TO A P.K. NAIL (SET);

 

THENCE: SOUTH 59
DEGREES 22 MINUTES 16 SECONDS EAST A DISTANCE OF 332.92 FEET TO AN IRON ROD
(SET) IN THE WEST LINE OF A 6.074 ACRE TRACT CONVEYED TO GARNER FAMILY PARTNERSHIP
(DEED BOOK 160, PAGE 163);

 

THENCE: SOUTH 30
DEGREES 37 MINUTES 56 SECONDS WEST ALONG SAID WEST LINE, A DISTANCE OF 497.77
FEET TO A 1/2 INCH IRON ROD (FOUND) IN SAID NORTH LINE OF SAID 171.5220 ACRE
TRACT AND SOUTHWEST CORNER OF SAID 6.074 ACRE TRACT;

 

THENCE: NORTH 84
DEGREES 41 MINUTES 47 SECONDS WEST WITH  SAID NORTH LINE A DISTANCE OF 314.56 FEET TO THE PLACE OF BEGINNING CONTAINING 11.7256 ACRES; ALL IRON RODS (SET) ARE 5/8 INCH DIAMETER
WITH 1-1/4 INCH DIAMETER PLASTIC CAPS STAMPED “RLL 6106”;

 

REFERENCE BEARING:
NORTH 70 DEGREES 59 MINUTES 14 SECONDS EAST, THE CENTERLINE OF ALLEN ROAD
RELOCATED AS PER O.D.O.T. HIGHWAY PLANS;

 

TOGETHER WITH ALL RIGHT, TITLE AND INTEREST, IF
ANY OF THE MORTGAGOR TO THE PREMISES DESCRIBED IN DEED BOOK 102 PAGE 265,
RECORDER’S OFFICE, FAYETTE COUNTY, OHIO (EASEMENT AREA WITHIN U.S. ROUTE 35
RELOCATED GRANTED TO THE STATE OF OHIO).

 

PARCEL TWO CONTAINING
2.27 ACRES: SITUATED IN THE TOWNSHIP OF JEFFERSON, COUNTY OF FAYETTE, STATE OF
OHIO, BEING A PART OF V.M.S. NO. 1361, AND BEING FURTHER BOUNDED AND
DESCRIBED AS FOLLOWS:

 

2

 

COMMENCING AT A P.K.
NAIL (FOUND) UNDER THE PAVEMENT IN THE OLD CENTERLINE OF U.S. ROUTE 35, SAID
P.K. NAIL BEING THE NORTHWESTERLY CORNER OF THE ORIGINAL 2.63 ACRES “THIRD
TRACT” AS CONVEYED TO LEENORA B. MORROW (D.B. 103, PAGE 709); THENCE WITH THE OLD
CENTERLINE OF U.S. ROUTE 35 N 62 DEG. 02 MIN. 00 SEC. W, A DISTANCE OF 383.32
FT. TO THE TRUE POINT OF BEGINNING OF THE TRACT OF LAND HEREIN DESCRIBED; WITH A NEW DIVISION LINE S 27 DEG.
58 MIN. 00 SEC. W, PASSING A 5/8” IRON PIN (SET) AT 40.54 FT., A TOTAL DISTANCE
OF 462.85 FT. TO A 5/8” IRON PIN (SET) IN THE NORTHERLY LINE OF THE ORIGINAL
171.5220 ACRE TRACT AS CONVEYED TO JANES FAMILY PARTNERSHIP, L.P. (O.R. 183,
PAGE 769); THENCE WITH THE NORTHERLY LINE OF JANES FAMILY PARTNERSHIP, L.P. N
87 DEG. 22 MIN. 54 SEC. W, A DISTANCE OF 228.82 FT. TO A 1/2” IRON PIN (FOUND),
SAID IRON PIN BEING THE SOUTHEASTERLY CORNER OF THE 11.756 ACRE TRACT AS
CONVEYED TO NATIONAL AUTO/TRUCK STOPS, INC., (D.B. 174, PAGE 1093); THENCE
WITH THE EASTERLY LINE OF NATIONAL AUTO/TRUCK STOPS, INC. N 27 DEG. 58
MIN. 00 SEC. E, PASSING A 5/8” IRON PIN (FOUND) MARKING THE NORTHEASTERLY
CORNER OF SAID NATIONAL AUTO/TRUCK STOPS, INC. AT 497.77 FT., AND
CONTINUING WITH THE NORTHWESTERLY LINE TO THE 6.074 ACRE TRACT OF WHICH THIS
DESCRIPTION IS A PART, A TOTAL DISTANCE OF 560.81 FT. TO A POINT IN THE OLD
CENTERLINE OF U.S. ROUTE 35; THENCE WITH THE OLD CENTERLINE OF U.S. ROUTE 35, S
62 DEG. 02 MIN. 00 SEC. E, A DISTANCE OF 206.79 FT. TO THE TRUE POINT OF
BEGINNING, THENCE WITH THE OLD CENTERLINE OF U.S. ROUTE 35, S., CONTAINING
2.430 ACRES OF LAND.

 

BEARINGS ARE BASED
UPON THE RECORD BEARING (N 27 DEG. 58 MIN. 00 SEC. E) OF THE WESTERLY LINE OF
THE 6.074 ACRE TRACT AS FOUND IN DEED BOOK 160, PAGE 163.

 

THE ABOVE DESCRIPTION
IS A PART OF THE 6.074 ACRE TRACT AS CONVEYED TO GARNER FAMILY PARTNERSHIP
AND RECORDED IN DEED BOOK 160, PAGE 163 OF THE FAYETTE COUNTY RECORDER’S
OFFICE.

 

LAND SURVEYED IN JULY
1998, UNDER THE DIRECTION OF THOMAS E. PURTELL, REGISTERED PROFESSIONAL
SURVEYOR NO. 6519, THE SURVEY PLAT OF WHICH IS REFERRED TO AS DRAWING NO.
S98-812 ON FILE IN THE OFFICE OF MCCARTY ASSOCIATES, WASHINGTON C.H., OHIO.

 

ALL IRON PINS (SET) ARE
5/8” DIAMETER WITH 1-3/4” DIAMETER PLASTIC CAPS STAMPED “MCCARTY ASSOCIATES.”

 

EXCEPTED THEREFROM IS
THE FOLLOWING TRACT: SITUATED IN THE TOWNSHIP OF JEFFERSON, COUNTY OF FAYETTE,
STATE OF OHIO, AND IN THE SURVEY NO. 1361, VIRGINIA MILITARY DISTRICT, AND
BOUNDED AND DESCRIBED AS FOLLOWS:

 

PARCEL NO. 162WD

 

BEING A PARCEL OF LAND LYING ON THE RIGHT SIDE OF
THE CENTERLINE OF A SURVEY, MADE BY THE DEPARTMENT OF TRANSPORTATION, AND RECORDED IN BOOK
                          
PAGE
                      ,
OF THE RECORDS OF FAYETTE COUNTY AND BEING LOCATED WITHIN THE FOLLOWING
DESCRIBED POINT IN THE BOUNDARY THEREOF.

 

BEGINNING AT A
RAILROAD SPIKE FOUND AT THE NORTHWESTERLY CORNER OF A 2.31 ACRE TRACT CONVEYED
TO LEENORA B. MORROW AS RECORDED IN DEED BOOK 98, PAGE 515 AND DEED BOOK 103,
PAGE 709, THE SOUTHEASTERLY CORNER OF A 5.299 ACRE TRACT CONVEYED TO CROWN
PROPERTY DEVELOPMENT, AN OHIO CORPORATION AS RECORDED IN DEED BOOK 168, PAGE
93, AND IN THE EASTERLY LINE OF THE VIRGINIA MILITARY DISTRICT SURVEY NO. 1361,
AND ON THE EXISTING CENTERLINE OF EXISTING US-35, AND BEING 12.00 FEET RIGHT OF
STATION 66+89.94, PROPOSED CENTERLINE OF EXISTING US-35.

 

THENCE ALONG THE
CENTERLINE OF EXISTING US-35 AND THE SOUTHERLY LINE OF SAID CROWN PROPERTY
DEVELOPMENT, NORTH 59° 22’ 43” WEST A DISTANCE OF 382.79 FEET TO THE GRANTOR’S
NORTHEASTERLY CORNER, AND THE NORTHWESTERLY CORNER OF A 2.430

 

3

 

ACRE TRACT CONVEYED
TO MICHAEL J. GARNER AS RECORDED IN OFFICIAL RECORD 41, PAGE 692, SAID POINT
BEING 12.00 FEET RIGHT OF STATION 63+07.15 PROPOSED CENTERLINE OF EXISTING
US-35 AND BEING THE TRUE POINT OF BEGINNING:

 

THENCE ALONG THE
GRANTOR’S EASTERLY LINE AND THE WESTERLY LINE OF SAID 2.430 ACRE TRACT SOUTH
30° 38’ 09” WEST A DISTANCE OF 63.00 FEET TO A POINT 75.00 FEET RIGHT OF
STATION 63+07.13 PROPOSED CENTERLINE OF EXISTING US-35;

 

THENCE NORTH 59° 22’
43” WEST A DISTANCE OF 107.66 FEET TO A CONCRETE MONUMENT FOUND AT THE CORNER
OF THE EXISTING SOUTHERLY RIGHT-OF-WAY LINE OF EXISTING US-35, 75.00 FEET RIGHT
OF STATION 61+99.47 PROPOSED CENTERLINE OF EXISTING US-35;

 

THENCE NORTH 30° 37’
17” EAST A DISTANCE OF 63.00 FEET TO A P.K. NAIL FOUND IN THE GRANTOR’S NORTHERLY
LINE AND THE SOUTHERLY LINE OF SAID CROWN PROPERTY DEVELOPMENT, 12.00 FEET
RIGHT OF STATION 61+99.47 PROPOSED CENTERLINE OF EXISTING US-35;

 

THENCE ALONG THE
GRANTOR’S NORTHERLY LINE AND THE SOUTHERLY LINE OF SAID CROWN PROPERTY
DEVELOPMENT, SOUTH 59° 22’ 43” EAST A DISTANCE OF 107.67 FEET TO THE TRUE POINT
OF BEGINNING.

 

THE ABOVE DESCRIBED
AREA CONTAINS 0.156 ACRES MORE OR LESS INCLUDING THE PRESENT ROAD WHICH
OCCUPIES 0.099 ACRES MORE OR LESS AND IS FROM AUDITOR’S PARCEL NO.
060-015-0-00-043-02 WHICH PRESENTLY CONTAINS 2.430 ACRES.

 

THE BEARINGS ARE BASED UPON A SURVEY MADE FOR
FAY-35-2.57 AS RECORDED IN PLAT BOOK
                               ,
PAGE
                       ,
COUNTY RECORDER’S OFFICE.

 

THIS DESCRIPTION IS
BASED ON A SURVEY MADE BY ERIKSSON ENGINEERING FOR THE DEPARTMENT OF
TRANSPORTATION IN 1995, WILLIAM G. YOUNG, REGISTERED SURVEYOR NO. 6109.

 

SAID STATIONS BEING
THE STATION NUMBERS AS STIPULATED IN THE HEREINBEFORE MENTIONED SURVEY AND AS
SHOWN BY PLANS ON FILE IN THE DEPARTMENT OF TRANSPORTATION, COLUMBUS, OHIO.

 

4

 

A-95

 

	
   

  	
  3.029 Kingsville, OH

  
	
   

  	
  5551 St. Rt. 193

  
	
   

  	
  P.O. Box 527

  
	
   

  	
  Kingsville, OH 44028

  
	
   

  	
  (TCA Site No. 29)

  

 

Legal
Description

 

Situated in the Township of Kingsville, County
of Ashtabula and State of Ohio: being known as parts of Lots 17 and 18 in Kingsville
Twp., Ashtabula County, Ohio, and being more fully described as follows:

 

Beginning at a point where the center line of
State Route 170 (now known as SR 193) is intersected by the lot line between
Lots 17 and 18, Kingsville Twp., said point being 657.41 feet southerly from
the center Line intersection of State Route 84, as measured along the center
line of State Route 170 (now known as SR 193);

 

Thence running due South along the center line
of State Route 170 (now known as SR 193), 894.45 feet to a point;

 

Thence running N. 88 degrees 20’ 30” W.,
parallel to the Northerly line of land now owned by W.A. & B.J.
Mitrovich, 30.01 feet to an iron pin in the westerly line of State Route 170
(now known as SR 193);

 

Thence continuing in the same course 484.99
feet to a point;

 

Thence running due South parallel to the center
line of State Route 170 (now known as SR 193), 300 feet to a point in the
northerly line of land now or formerly owned by Ira M. Miller;

 

Thence running N. 88 degrees 20’ 30” W. along Miller’s
Northerly line 100 feet to an iron pin;

 

Thence running S. 89 degrees 57’ 10” W. along
Miller’s Northerly line 770.87 feet to a point in the Northerly right-of-way of
the Cleveland Electric Illuminating Co. high line;

 

Thence running N. 70 degrees 56’ 04” W. along
the C.E.I. Co. high line northerly right-of-way-line 534.25 feet to a point in
the lot line between lots 18 and 19, Kingsville Twp.,

 

Thence running N. 0 degrees 03’ 24” W. along
the lot line between Lots 18 and 19 Kingsville Twp. 30.72 feet to an iron pipe in
the Southerly line of Interstate Route 90;

 

Thence running Northeasterly along the
Southerly line of Interstate Route 90, said line being a curve having a radius
of 21,335.92 feet a chord length and bearing of 237.76 feet, N.  43
degrees 19’ 06” E., an arc distance of 237.80 feet to an iron pipe in the
Southwest corner of land formerly owned by G.A. Rexroad;

 

Thence continuing Northeasterly along the
Southerly line of Interstate Route 90, along a curve having an angle of 2
degrees 37’ 50”, an arc distance of 979.57 feet, a chord bearing of N. 44
degrees 57’ E., a chord distance 979.49 feet to an iron pipe; said iron pipe
being 150 feet right of center line station 371+100, center line survey by Ohio
State Highway Dept., Interstate Route 90;

 

Thence running N. 52 degrees 19’ 10” E. along
said southerly line of Interstate Route 90, 544.21 feet to a point;

 

Thence running S. 0 degrees 07’ 30” W. a
distance of 210.41 feet to a point in the lot line between Lots 17 and 18,
Kingsville Twp.;

 

Thence running S. 88 degrees 20’ 30” E. along
the lot line between Lots 17 and 18, Kingsville Twp., 575.45 feet to an iron
pin in the westerly line of State Route 170 (now known as SR 193); thence
continuing in the same course 30.01 feet to the place of beginning and
containing 36.96 acres of land. A survey of this property was made by Jesse W.
Hart, et al.

 

All of above described land being the same as
follows:

 

Situated in the Township of Kingsville County
of Ashtabula, State of Ohio, and known as being part of Lots 17 and 18 of said
Township, and further described as follows:

 

1

 

Beginning at a point in the centerline of State
Route 193 at the intersection of the North line of Lot 18, said point known as
Highway Station 197+72.67, being South 657.41 feet (deed & measured)
from a 3/4 inch diameter iron pin (found in a monument
box) at the intersection of the centerline of State Route 84: Thence South
(deed), along the centerline of State Route 193, 894.45 feet (deed &
measured) to a point at the Northeast corner of lands deeded to J. Starzynski
in Volume 697, Page 970 Ashtabula County Deeds.

 

Thence North 88 degrees, 17 minutes, 52 seconds
West-observed, (North 88 degrees, 20 minutes, 30 seconds West-deed), along
Starzynski’s North line and passing thru an identified iron pin (set at 75.03
feet) on the West line of State Route 193, 515.00 feet (deed and measured) to
an identified iron pin (set) at Starzynski’s Northwest corner.

 

Thence South, parallel with State Route 193,
along Starzynski’s West line, 300.00 feet (deed and measured) to an identified
iron pin (set) at Starzynski’s Southwest corner, also being on the North Line
of lands deeded to Penn Ohio Plaza Inc. as Tract 2 in Volume 700, Page 238
Ashtabula County Deeds.

 

Thence North 88 degrees, 17 minutes, 52 seconds
West-observed, (North 88 degrees, 20 minutes, 30 seconds West-deed), along the
North line of said Tract 2, 100.00 feet (deed & measured) to an
identified iron pin (set).

 

Thence North 89 degrees, 58 minutes, 31 seconds
West-observed, (North 89 degrees, 57 minutes, 10 seconds West-deed), 771.58
feet-observed, (770.87 feet-deed), to a 1 inch diameter iron pipe (found) at
the Northwest corner of said Tract 2, also being on the northerly line of lands
deeded to the Cleveland Electric Illuminating Company.

 

Thence North 70 degrees, 53 minutes, 02 seconds
West-observed, (North 70 degrees, 56 minutes 02 seconds West-deed), along the
Illuminating Company’s northerly line 534.40 feet-observed, (534.25 feet-deed),
to an identified iron pin (set) on the West line of Lot 18.

 

Thence North 00 degrees, 03 minutes, 24 seconds
West (deed), along the lot line, 28.99 feet-observed, (30.72 feet-deed), to an
identified iron pin (set) on the southerly line of Interstate 90.

 

Thence in a northeasterly direction, following
along the southerly line of Interstate 90, curving to the right, said curve
having a radius of 21,335.92 feet, an arc distance of 1218.42 feet-observed,
(1217.37 feet-deed), a chord distance of 1218.25 feet, bearing North 44
degrees, 37 minutes, 34 seconds East-observed, and passing thru a 1/2 inch diameter iron pipe (found 0.45 feet southwesterly from) a point, which
falls in a 12 inch diameter tree.

 

Thence North 52 degrees, 19 minutes, 23 seconds
East-observed, (North 52 degrees, 19 minutes, 10 seconds East-deed), along the
southerly line of Interstate 90, 544.72 feet-observed, (544.21 feet-deed), to
an identified iron pin (set) at the Northwest corner of lands deeded to Emro
Marketing Co. in Volume 20, Page 1442 Ashtabula County Recorder’s general index.

 

Thence South 00 degrees, 08 minutes, 25 seconds
West-observed, (South 00 degrees, 07 minutes, 30 seconds West-deed), along Emro
Marketing’s West line, 210.41 feet (deed & measured) to an identified
iron pin (set) at Emro Marketing’s Southwest corner. Also being on the North
line of Lot 18.

 

Thence South 88 degrees, 20 minutes, 58 seconds
East-observed, (South 88 degrees, 20 minutes, 30 seconds East-deed), along Emro
Marketing’s South line, being the lot line, 565.44 feet to an identified iron
pin (set); Thence, continuing in the same direction, along the lot line, 40.02
feet, to the place of beginning and containing 36.943 acres of land but subject
to all legal highways, more specifically being part of an easement to the State
of Ohio, as Parcel No. 3, recorded in Volume 647, Page 211 Ashtabula
County deeds, and further described as follows:

 

Beginning at a point in the centerline of State
Route 193, at the North line of Lot 18, being

 

2

 

Highway Station 197+72.67:
Thence South, along the centerline of State Route 193, 894.45 feet to the
Southeast corner of the above-described lands.

 

Thence North 88 degrees, 17
minutes, 52 seconds West, along the South property line, 75.03 feet to an identified
iron pin.

 

Thence North, 169.55 feet to
an angle point.

 

Thence North 25 degrees, 33
minutes, 54 seconds East, 55.90 feet to an angle point.

 

Thence North, 300.00 feet to
an angle point.

 

Thence North 26 degrees, 33
minutes, 54 seconds East, 33.54 feet to an angle point.

 

Thence North, 70.00 feet to
an angle point.

 

Thence East, 5.00 feet to an
angle point.

 

Thence North, 273.54 feet to
a point on the North line of Lot 18.

 

Thence South 88 degrees, 20
minutes, 58 seconds East, along the lot line 30.01 feet to the place of
beginning and containing 0.984 acres of land.

 

Being the same properties
deeded to the Union Oil Company of California by deed Volume 684, Page 497
of the Ashtabula County Record of Deeds.

 

3

 

A-96

 

	
   

  	
  3.024 London, OH

  
	
   

  	
  940 US Rt. 42, NE

  
	
   

  	
  P.O. Box 560

  
	
   

  	
  London, OH 43140

  

 

Legal Description

 

ALL THAT
CERTAIN REAL PROPERTY LOCATED IN THE COUNTY OF MADISON, STATE OF OHIO, BEING
MORE PARTICULARLY DESCRIBED AS:

 

TRACT ONE: SITUATE IN
THE STATE OF OHIO, COUNTY OF MADISON, AND TOWNSHIP OF DEERCREEK, AND IN SURVEY
NO. 8965-10927, VIRGINIA MILITARY LANDS, AND BEING PART OF THAT SECOND
TRACT CONTAINING 96.93 ACRES, IN WHICH A LIFE ESTATE WAS CONVEYED TO
LEVISA YERIAN BY CERTIFICATE OF TRANSFER OF RECORD IN DEED BOOK 160, PAGE 129,
RECORDER’S OFFICE, MADISON COUNTY, OHIO, AND BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:

 

BEGINNING AT A SPIKE
IN THE CENTER OF UNITED STATES ROUTE 42 AT A SOUTHEASTERLY CORNER OF THE ABOVE
MENTIONED SECOND TRACT; THENCE S. 75° 17’ 08” W. ALONG THE SOUTHERLY LINE OF
SAID TRACT AND A SOUTHERLY LINE OF THE ABOVE MENTIONED SURVEY NO. 8965-10927, A
DISTANCE OF 1,058.20 FEET TO AN IRON PIN PASSING AN IRON PIN ON LINE AT 55.50
FEET IN THE WESTERLY LINE OF SAID ROUTE 42; THENCE N. 21° 39’ 06” W. ALONG THE
WESTERLY LINE OF SAID TRACT AND A WESTERLY LINE OF SAID SURVEY 1,360.32 FEET TO
A POINT IN THE SOUTHERLY LINE OF THE LIMITED-ACCESS RIGHT OF WAY FOR INTERSTATE
ROUTE NO. 70, AS SAID RIGHT OF WAY IS DELINEATED ON THE PLANS FOR INTERSTATE
ROUTE NO. 70, MADISON COUNTY MAD.-70-6.25 ON RECORD IN THE DEPARTMENT OF
HIGHWAYS, STATE OF OHIO; THENCE ALONG SAID LIMITED ACCESS RIGHT OF WAY LINE THE
FOLLOWING COURSES: N. 74° 20’ 37” E. A DISTANCE OF 457.79 FEET TO AN ANGLE
POINT; N. 75° 41’ 37” E. A DISTANCE OF 571.30 FEET TO AN ANGLE POINT; N. 79° 06’
56” E. A DISTANCE OF 593.92 FEET TO AN IRON PIN AT AN ANGLE POINT; N. 84° 24’
57” E. A DISTANCE OF 293.39 FEET TO AN IRON PIN AT AN ANGLE POINT; S. 51° 12’
48” E. A DISTANCE OF 570.84 FEET TO AN ANGLE POINT; S. 35° 40’ 22” W. A
DISTANCE OF 117.42 FEET TO AN ANGLE POINT; S. 31° 02’ 10” W. A DISTANCE OF
408.32 FEET TO A POINT IN THE NORTHWESTERLY RIGHT OF WAY LINE OF SAID ROUTE 42;
THENCE S. 47° 22’ 49” E. ALONG THE SOUTHWESTERLY LIMIT OF SAID LIMITED-ACCESS
RIGHT OF WAY ACROSS SAID ROUTE 42, A DISTANCE OF 30.00 FEET TO A POINT IN THE
CENTER OF SAID ROUTE 42; THENCE S. 42° 39’ 01” W. ALONG THE CENTER OF SAID
ROUTE 42 AND THE SOUTHEASTERLY LINE OF THE AFOREMENTIONED SECOND TRACT 785.60
FEET TO THE PLACE OF BEGINNING, CONTAINING 55.660 ACRES, MORE OR LESS.

 

TRACT TWO: TOGETHER
WITH AN EASEMENT FOR THE PURPOSE OF CONSTRUCTING AND MAINTAINING A SEWER LINE
OVER, ACROSS, THROUGH AND UNDER A TRACT OF LAND (HEREINAFTER IDENTIFIED AS “EASEMENT
TRACT”) DESCRIBED AS FOLLOWS:

 

EASEMENT TRACT

 

SITUATE IN THE STATE
OF OHIO, THE COUNTY OF MADISON AND THE TOWNSHIP OF DEERCREEK, AND BEING A
PORTION OF SURVEYS NO. 8965, 10927 AND 7829, VIRGINIA MILITARY LANDS; ALSO
BEING PART OF THAT CERTAIN FIRST TRACT AS THE SAME IS SHOWN OF RECORD IN
DEED BOOK 160, PAGE 129, RECORDS OF THE RECORDER’S OFFICE, MADISON COUNTY,
OHIO, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT A POINT
IN THE CENTER LINE OF U.S. ROUTE 42, SAME POINT BEING N. 41° 30’ 00” E. A
DISTANCE OF 300.47 FEET FROM THE POINT OF INTERSECTION OF SAID CENTER LINE
WITH THE SOUTHERLY LINE OF THE ABOVE-MENTIONED FIRST TRACT, SHOWN OF RECORD IN
DEED BOOK 160, PAGE 129, OF THE AFOREMENTIONED RECORDS; THENCE FROM SAID POINT
OF BEGINNING N. 41° 30’ E. AND ALONG THE CENTER LINE OF U.S. ROUTE 42 AND ALONG
THE WESTERLY LINE OF SAID FIRST TRACT, A DISTANCE OF 118.57 FEET TO A POINT;
THENCE S. 48° 30’ E. AND AT RIGHT ANGLES TO THE CENTER LINE OF U.S. ROUTE 42
AND PASSING AN IRON PIN ON LINE IN THE EASTERLY RIGHT OF WAY LINE OF U.S. ROUTE
42 AT 30.00 FEET, SAME POINT BEING THE SOUTHWESTERLY CORNER OF A CERTAIN TRACT
UNDER CONTRACT TO THE SUN OIL COMPANY, A DISTANCE OF 53.00 FEET TO AN IRON PIN
IN THE SOUTHERLY LINE OF THE AFOREMENTIONED SUN OIL COMPANY TRACT; THENCE N.
74° 26’ 30” E. AND PARALLEL TO THE SOUTHERLY LINE OF THE ABOVE MENTIONED FIRST
TRACT AND ALONG THE SOUTHERLY LINE OF THE AFOREMENTIONED SUN OIL COMPANY

 

1

 

TRACT, A DISTANCE OF
1460 FEET TO A POINT ON THE EASTERLY EDGE OF GLADE RUN; THENCE S. 15° 33’ 30”
E. A DISTANCE OF 20.00 FEET TO A POINT; THENCE S. 74° 26’ 30” W. AND PARALLEL
TO THE SOUTHERLY LINE OF THE AFOREMENTIONED FIRST TRACT, A DISTANCE OF 1588.34
FEET TO THE POINT OF BEGINNING.

 

LESS AND EXCEPTING
THE FOLLOWING DESCRIBED PARCEL:

 

SITUATE IN THE STATE
OF OHIO, COUNTY OF MADISON, TOWNSHIP OF DEERCREEK AND IN SURVEY 8965-10927
VIRGINIA MILITARY LANDS AND BEING PART OF THAT SECOND TRACT CONTAINING
96.93 ACRES AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT A SPIKE
IN THE CENTER OF U.S. ROUTE 42 AT A SOUTHEASTERLY CORNER OF ABOVE MENTIONED
SECOND TRACT; THENCE WITH THE SOUTHERLY LINE OF SAID TRACT, ALSO BEING THE
SOUTHERLY LINE OF ABOVE MENTIONED VMS SURVEY 8965-10927, 

 

S 75°17’08” W A
DISTANCE OF 1058.20 FEET TO A POINT, SAID POINT IN THE WESTERLY LINE OF SAID
TRACT AND SURVEY; THENCE ALONG SAID WESTERLY LINE OF SAID TRACT AND SURVEY, 

 

N 21°39’06” W A
DISTANCE OF 1360.32 FEET TO A POINT IN THE SOUTHERLY LINE OF THE LIMITED ACCESS
RIGHT-OF-WAY FOR INTERSTATE ROUTE 70 (MAD-70-6.25, ODOT); THENCE WITH SAID
RIGHT-OF-WAY, 

 

N 74°20’37” E A
DISTANCE OF 457.79 FEET TO A POINT AND 

 

N 75°11’37” E A
DISTANCE OF 335.96 FEET TO A POINT; THENCE DEPARTING FROM SAID RIGHT-OF-WAY AND
THROUGH SAID 55.660 ACRE LEASED TRACT AFORESAID, 

 

S 21°39’06” E A
DISTANCE OF 548.18 FEET TO A POINT AND

 

S 48°45’55” E A
DISTANCE OF 879.05 FEET TO A POINT, SAID POINT BEING IN THE CENTERLINE OF U.S.
42, THENCE, WITH SAID CENTERLINE, 

 

S 42°39’01” W A
DISTANCE OF 153.89 FEET TO A POINT, SAID POINT BEING THE PLACE OF BEGINNING,
CONTAINING 28.722 ACRES, MORE OR LESS.

 

ALL OF THE
ABOVE-DESCRIBED TRACTS 1, 2 AND EASEMENT TRACT BEING THE SAME AS FOLLOWS:

 

SITUATED IN THE STATE
OF OHIO, COUNTY OF MADISON, AND TOWNSHIP OF DEERCREEK, AND IN SURVEY NUMBER
8965-10927 VIRGINIA MILITARY LANDS, AND BEING A PART OF THAT SECOND TRACT
CONTAINING 96.93 MORE OR LESS ACRES, IN WHICH A LIFE ESTATE WAS CONVEYED
TO LEVISA YERIAN BY CERTIFICATE OF TRANSFER OF RECORD IN DEED BOOK 160, PAGE
129 OF THE MADISON COUNTY RECORDERS OFFICE AND BEING FURTHER DESCRIBED AS
FOLLOWS:

 

COMMENCING AT A POINT
IN THE CENTER OF U.S. ROUTE 42 AT THE SOUTHEASTERLY CORNER OF THE ABOVE
MENTIONED SECOND TRACT, SAID POINT BEING THE SOUTHWEST CORNER OF THE 13.540
MORE OR LESS ACRE TRACT CONVEYED TO FRANCHISE REALTY INTERSTATE CORPORATION BY
DEED RECORDED IN VOLUME 244 PAGE 363 OF THE SAID COUNTY RECORDS; SAID POINT
ALSO BEING SOUTH 75
DEGREES 33 MINUTES 48 SECONDS WEST 55.18 FEET FROM AN EXISTING IRON PIN (3/4 INCH ID PIPE) ON THE SOUTH LINE OF  SAID 13.540 MORE OR LESS ACRE TRACT; THENCE WITH
THE CENTER OF SAID ROUTE 42 AND THE WEST LINE OF THE SAID 13.540 MORE OR LESS
ACRE TRACT; NORTH 42 DEGREES 38 MINUTES 34 SECONDS EAST 153.94 FEET TO A POINT;
THENCE LEAVING THE SAID ROUTE 42 AND WITH THE EASTERLY LINE OF A 28.722 MORE OR
LESS ACRE TRACT CONVEYED TO BEN TOBIN, JR. BY DEED RECORDED IN VOLUME 269, PAGE
710 NORTH 48 DEGREES 46 MINUTES 36 SECONDS WEST 878.89 FEET TO AN IRON PIN SET,
PASSING AN IRON PIN SET AT 30.01 FEET; THENCE CONTINUING WITH THE EASTERLY LINE
NORTH 21 DEGREES 39 MINUTES 47 SECONDS WEST 548.08 FEET TO AN IRON PIN SET ON
THE SOUTH LIMITED ACCESS RIGHT-OF-WAY LINE OF INTERSTATE 70; THENCE LEAVING THE
SAID EASTERLY LINE AND WITH THE RIGHT-OF-WAY LINE OF I-70 THE NEXT FOUR COURSES
AND DISTANCES:

 

1) NORTH 75 DEGREES
40 MINUTES 11 SECONDS EAST 235.34 FEET TO AN IRON PIN SET AT 123.00 FEET RIGHT
OF CENTERLINE STATION 435+00; 2) NORTH 79 DEGREES 05 MINUTES 30

 

2

 

SECONDS EAST 593.80
FEET TO AN EXISTING IRON PIN (3/4 INCH ID PIPE) AT 130.00 FEET RIGHT OF
CENTERLINE STATION 441+00;

 

3)   NORTH 84 DEGREES 22 MINUTES 07 SECONDS EAST
293.24 FEET TO AN IRON PIN SET AT 149.75 FEET RIGHT OF CENTERLINE STATION
443+95.98;

 

4)   SOUTH 51 DEGREES 15 MINUTES 02 SECONDS EAST
570.84 FEET TO A POINT, SAID POINT BEING 124.20 LEFT OF STATION 678+16.55 OF
U.S. ROUTE 42, SAID POINT ALSO BEING NORTH 86 DEGREES 32 MINUTES 20 SECONDS
EAST 1.21 FEET FROM AN EXISTING IRON PIN (3/4 INCH ID PIPE); THENCE WITH THE
WESTERLY L.A. RIGHT-OF-WAY OF U.S. ROUTE 42, SOUTH 35 DEGREES 40 MINUTES 32
SECONDS WEST 117.41 FEET TO AN IRON PIN SET; THENCE CONTINUING WITH THE SAID
RIGHT-OF-WAY, SOUTH 30 DEGREES 59 MINUTES 05 SECONDS WEST 408.39 FEET TO A
POINT, PASSING AN IRON PIN SET AT 388.39 FEET; THENCE CONTINUING WITH THE
SOUTHERLY LIMITS OF THE SAID RIGHT-OF-WAY SOUTH 47 DEGREES 23 MINUTES 06
SECONDS EAST 30.00 FEET TO A POINT IN U.S. ROUTE 42, PASSING THE CENTER OF U.S.
ROUTE 42 AT 27.65; THENCE WITH THE EASTERLY LINE OF THE ABOVE MENTIONED LEVISA
YERIAN SECOND TRACT SOUTH 42 DEGREES 38 MINUTES 34 SECONDS WEST, 631.93 FEET TO
THE PLACE OF BEGINNING, PASSING THE NORTHWEST CORNER OF THE ABOVE MENTIONED
13.540 MORE OR LESS ACRE TRACT AT 366.38 FEET.

 

CONTAINING 26.937
MORE OR LESS ACRES. SUBJECT TO ALL APPLICABLE EASEMENTS.

 

3

 

A-97

 

	
   

  	
  3.095 North Canton, OH

  
	
   

  	
  4450 Portage St., NW

  
	
   

  	
  North Canton, OH 44720

  
	
   

  	
  (TCA Site No. 95)

  

 

Situated in the
Township of Jackson, County of Stark and State of Ohio and being part of the
southeast quarter of Section 12, Township 11 (Jackson) Range 9 and being
further described as follows:

 

Commencing for
reference at a county monument at the southwest corner of the southeast quarter
of section 12; thence S 87°37’55” E along the south line of section 12, a distance
of 407.88 feet to a 5/8” steel rod set at the true place of beginning;

 

1)   Thence N 12o 26’ 11” W, a distance of 419.36 feet to a 5/8” steel
rod set;

 

2)   Thence N 00o 16’ 33” E, along the right-of-way of Interstate 77, a distance of
568.04 feet to a 5/8” steel rod set;

 

3)   Thence N 11o 04’ 30” W, continuing along said right-of-way, a
distance of 112.87 feet to a  5/8” steel rod set;

 

4)   Thence N 56o 47’ 40” E, along a right-of-way of Portage
Street N.W., a distance of 151.89 feet to a 5/8” steel rod set;

 

5)   Thence S 14o 19’ 55” E, along  lands now or formerly owned by M. Kittoe, a distance
of 224.00  feet to a 5/8” steel
rod set;

 

6)   Thence N 75o 40’ 06” E, along lands now or formerly owned by M. Kittoe,
a distance of 200.06 feet to a point witnessed by a 5/8” steel rod set S 75o 40’ 06” W, a distance of 5.00 feet;

 

7)   Thence S 14o 19’ 54” E, along the west line of North Canton
Homesites as recorded in Plat Book 14, Pages 80-88 and lands now or
formerly owned by D. Kitson, a distance of 1058.83 feet to a steel rod found
(and passing over a 5/8” Steel rod set at 5.00 feet);

 

8)   Thence N 87o 37’ 55” W, along the south line of Section 12,
a distance of 529.66 feet to a 5/8” steel rod set at the true place of
beginning and containing 11.199 acres or 487,849 square feet, more or less.

 

The Bearings are
based on the centerline survey plat for Interstate 77.

 

 

A-98

 

	
   

  	
   

  	
  3.087
  Toledo, OH

  
	
   

  	
   

  	
  3483 Libbey Road

  
	
   

  	
   

  	
  Perrysburg, OH 43551

  
	
   

  	
   

  	
  (TCA Site No. 87 - Toledo)

  

 

Legal
Description

 

Parcel I:

 

Being a parcel of land in the Southeast Quarter
(1/4) of Section 34, Town 7 North, Range 12 East, Lake Township, Wood
County, Ohio, more fully described as follows:

 

Commencing at a point in the North line of the
Southeast Quarter (1/4) of Section 34 located Seventy-seven and Ninety
Hundredths (77.90) feet East of the Northwest corner of the said Southeast
Quarter (1/4) of Section 34;

 

Thence South Eighty-nine (89) degrees, Fifty-one
(51) minutes, Zero (00) seconds East along the said North line of the Southeast
Quarter (1/4) of Section 34 a distance of Six Hundred and Zero Hundredths
(600.00) feet to a point;

 

Thence
South forming an interior angle of Ninety (90) degrees, Nine (09) minutes on a
line parallel with the West line of the said Southeast Quarter (1/4) of Section 34
a distance of Six Hundred and Zero Hundredths (600.00) feet to a point;

 

Thence North Eighty-nine (89) degrees, Fifty-one
(51) minutes West on a line parallel with the said North line of the Southeast
Quarter (1/4) of Section 34 a distance of Six Hundred Seventy-seven and
Ninety Hundredths (677.90) feet to the said West line of the Southeast Quarter
(1/4) of Section 34;

 

Thence North along the West line of the
Southeast Quarter (1/4) of Section 34, said West line also being the East
right of way line of the Toledo Expressway a distance of Three Hundred
Eighty-nine and Eighty-five Hundredths (389.85) feet to a point;

 

Thence North Twenty (20) degrees, Eighteen (18)
minutes, Twenty-seven (27) seconds East and continuing along the said Easterly
right of way line of the Toledo Expressway a distance of Two Hundred
Twenty-three and Ninety-one Hundredths (223.91) feet to the place of beginning.
Subject to all legal highways.

 

Parcel II:

 

Being a parcel of land in the Southeast Quarter
(1/4) of Section 34, Town 7 North, Range 12 East, Lake Township, Wood
County, Ohio, more fully described as follows:

 

Commencing at a point in the North line of the
Southeast Quarter (1/4) of Section 34, said point being Six Hundred
Seventy-seven and Ninety Hundredths (677.90) feet East of the Northwest corner
of the Southeast quarter (1/4) of Section 34;

 

Thence South Eighty-nine (89) degrees, Fifty-one
(51) minutes East along the said North line of the Southeast Quarter (1/4) a
distance of Two Hundred and Zero Hundredths (200.00) feet to a point;

 

Thence South on a line parallel to the West
line of the Southeast Quarter (1/4) of Section 34 a distance of Eight Hundred
Eighty-four and Twenty-two Hundredths (884.22) feet to a point;

 

Thence North Eighty-nine (89) degrees, Fifty-one
(51) minutes West on a line parallel to the said North line of the Southeast
Quarter (1/4) of Section 34 a distance of Eight Hundred Seventy-seven and
Ninety Hundredths (877.90) feet to the said West line of the Southeast Quarter
(1/4) of Section 34;

 

Thence North along the West line of the
Southeast Quarter (1/4) of Section 34; said West line also being the East
right of way line of the Toledo Expressway, a distance of Two Hundred
Eighty-four and Twenty-two Hundredths (284.22) feet to a point;

 

Thence South Eighty-nine (89) degrees, Fifty-one
(51) minutes East on a line parallel to the said North line of the Southeast
Quarter (1/4) of Section 34 a distance of Six Hundred Seventy-seven

 

1

 

and Ninety Hundredths (677.90) feet to a point;

 

Thence North on a line parallel to the said
West line of the Southeast Quarter (1/4) of Section 34 a distance of Six
Hundred and Zero Hundredths (600.00) feet to the place of beginning. Subject to
all legal highways.

 

2

 

A-99

 

	
   

  	
   

  	
  3.015
  Lodi, OH

  
	
   

  	
   

  	
  P.O. Box 125

  
	
   

  	
   

  	
  8834 Lake Road

  
	
   

  	
   

  	
  Seville, OH 44273

  
	
   

  	
   

  	
  (TCA Site No. 15 - Lodi)

  

 

Legal Description

 

Situated in the Township of Westfield, County
of Medina and State of Ohio, and being part of Lot 38 in Westfield Township, more
fully described as follows.

 

Beginning at a point where the East line of
said Lot 38 intersects the centerline of US Route 224 as recorded in Plat Book
7, Page 35 in the Medina County Recorders Office, witnessed by a 5/8”
steel rod set N.  18 deg. 49’
41” W, a distance of 182.03 feet, said rod being at the intersection of the
northerly right-of-way of US 224 and the westerly right-of-way of the C.H.19
(currently 45 feet west of the original centerline as located in Road Record
Book 1, Page 316) and beginning point being the true place of beginning of
the parcel herein described;

 

1.   Thence along the centerline of US 224, along a curve to the right,
having a central angle of 16 deg. 01’ 44”, a radius distance of 3,906.53 feet, a
chord distance of 1,089.32 feet which bears N 72 deg. 58’ 40” W, an arc
distance of 1,092.88 feet to a point,

 

2.   Thence N 00 deg. 56’ 06” E, along lands now or formerly owned by
the Board of County Commissioners of Medina County, a distance of 1,113.82 feet
to a stone found (and passing over 5/8” steel rod found at a distance of 176.04
feet at the northerly right-of-way of US 224),

 

3.   Thence S 89 deg. 07’ 24” E, along lands now or formerly owned by
Richard A. Mathews, a distance of 1,044.59 feet to a rail road spike set (and
passing over a 5/8” steel rod set at a distance of 991.39 feet at the Westerly
right-of-way of C.H. 19),

 

4.    Thence S 00 deg. 51’ 04” W, along the East line of Lot 38, a
distance of 1,416.73 feet to the true place of beginning and containing 31.005
acres, as surveyed by Curtis G. Deibel, Registered Surveyor #6673, in September,
1993.

 

Excepting therefrom that certain parcel of land
conveyed to the State of Ohio, Department of Transportation, contained in
Warranty Deed recorded May 9, 2006 as Document No. 2006OR014108 of
Medina County Records, described more fully as follows:

 

Situated in the County of Medina, State of Ohio,
and the Township of Westfield, being part of Lot 38 of Westfield Township, T-1-N,
R-15-W, being part of a record 31.0051 acre parcel of land as conveyed to TA
Operating Corporation, a Delaware Corporation on December 22, 1993 by Official
Record Volume 892, Page 116 of the Medina County Recorder’s records, and
being a parcel of land lying on the left side of the centerline of right-of-way
of Lake Road (C.H.19) (R/W Varies), as shown on the MED-224-15.53 plans made for
the County of Medina, Ohio by ARCADIS FPS, Inc. and being located within
the following described points in the boundary thereof:

 

Commencing for reference at a railroad spike
found and used at the southeasterly corner of said Lot 38, the southwesterly corner
of Lot 45 and a record 1.4410 acre parcel of land as conveyed to Thomas G.
Bombard and Diane L. Bombard on December 21, 2001 by Document Number 2001OR046866,
and railroad spike being 17.80 feet right of Station 9+99.43 on the centerline
of right-of-way of Lake Road.

 

Thence North 00 degrees 50
minutes 00 seconds East a distance of 1,768.59 feet along the easterly line of
Lot 38 to a point on the existing northerly limited access right-of-way line of
U.S. 224, said point being 16.26 feet right of Station 27+68.02 on the
centerline of right-of-way of Lake Road and also being the true place of
beginning for the parcel herein described:

 

1.   Thence along the arc of a curve deflecting to the right having a
delta of 01 degrees 13 minutes 38 seconds, a radius of 3,746.53 feet and a
chord of 80.25 feet bearing North 80 degrees 04 minutes 06 seconds West a
distance of 80.25 feet along the existing northerly limited access right-of-way
line of U.S. 224 to an iron pin set on the existing westerly right-of-way line of
Lake Road, said iron pin being 63.00 feet left of Station 27+80.64 on the
centerline of right-of-way of Lake Road;

 

2.   Thence North 00 degrees 53 minutes 00 seconds East a distance of
219.36 feet along the existing westerly right-of-way line to an iron pin set, said
iron pin being 63.00 feet left of Station

 

1

 

30+00.00 on the centerline of right-of-way of
Lake Road;

 

3 Thence South 89 degrees 07 minutes 00 seconds
East a distance of 79.05 feet to a point on the easterly property line of said
31.0051 acre parcel and on the easterly line of said Lot 38, said point being
16.05 feet right of Station 30+00.00 on the centerline of right-of-way of Lake
Road;

 

4. Thence South 00 degrees 50 minutes 00
seconds West a distance of 231.98 feet along the easterly property line of said
31.0051 acre parcel and the easterly line of said Lot 38 to the true place of
beginning.

 

The above described parcel contains 0.4103
acres, more or less, which includes 0.4103 acres in the present road occupied. All
of the above described tract of land is contained within Medina County Auditor’s
Permanent Parcel Number 41-158-39-002.

 

This description was prepared by Michael E. Durbin,
Registered Surveyor Number 7528 and reviewed by Ronald J. Garczewski, Registered
Surveyor Number 8082. It is based on a field survey performed by ARCADIS FPS, Inc.
in 2002 under the direction and supervision of Ronald J. Garczewski, Registered
Surveyor Number 8082.

 

Bearings in this description are based on the
Ohio Coordinate System, NAD83(86), North Zone.

 

The stations referred to herein are from the
centerline of right-of-wäy of Lake Road, (C.R.19) as found on the County of
Medina Right-of-Way Plan MED-224-15 53.

 

Iron pins set in the above description are 3/4
inch diameter by 30 inch long rebars with a 2 inch aluminum cap stamped “ODOT
R/W 7528”.

 

2

 

A-100

 

	
   

  	
   

  	
  3.058 Youngstown, OH

  
	
   

  	
   

  	
  5400 Seventy Six
  Drive

  
	
   

  	
   

  	
  P.O. Box 4296

  
	
   

  	
   

  	
  Youngstown, OH
  44515

  
	
   

  	
   

  	
  (TCA Site No. 58)

  

 

Legal Description

 

SITUATED IN THE
TOWNSHIP OF AUSTINTOWN, COUNTY OF MAHONING AND STATE OF OHIO AND KNOWN AS BEING
A PART OF TRACT 4, AND BEING BOUNDED AND DESCRIBED AS FOLLOWS:

 

BEGINNING AT A POINT
IN THE EASTERLY RIGHT OF WAY LINE OF CANFIELD-NILES ROAD (S.R. 46) SAID POINT
BEING THE NORTHWEST CORNER OF LOT 2 OF ENTERPRISES PLAT NO. 1 AS RECORDED IN
VOLUME 52 OF PLATS, PAGE 131 OF MAHONING COUNTY RECORDS. THENCE NORTH 89° 25’
18” EAST ALONG THE NORTHERLY LINE  OF SAID LOT NO. 2 A DISTANCE OF
250 FEET TO INTERSECTION WITH THE EASTERLY LINE OF SAID LOT NO. 2; THENCE
SOUTH 4° 13’ 53” WEST ALONG THE EASTERLY LINE OF SAID LOT NO. 2, A DISTANCE OF
206.97 FEET TO ITS INTERSECTION WITH THE SOUTHERLY LINE OF LOT NO. 2; THENCE
SOUTH 89° 25’18” WEST ALONG THE SOUTHERLY LINE OF LOT NO. 2 A DISTANCE OF
257.53 FEET TO ITS INTERSECTION WITH THE EASTERLY RIGHT OF WAY LINE OF THE
CANFIELD-NILES ROAD (SR. 46); THENCE SOUTH 4° 13’ 53” WEST ALONG THE EASTERLY
RIGHT OF WAY LINE OF THE CANFIELD-NILES ROAD (S.R. 16), A DISTANCE OF 25.13
FEET TO A POINT, BEING THE NORTHWEST CORNER OF LANDS NOW OR FORMERLY OWNED BY
JOHN J. GILLESPIE; THENCE NORTH 89° 25’ 18” EAST ALONG THE NORTHERLY LINE OF
SAID LANDS OF JOHN J. GILLESPIE, A DISTANCE OF 1,442.30 FEET TO A POINT; THENCE
NORTH 0° 34’ 42” WEST, A DISTANCE OF 625.65 FEET TO A POINT IN THE SOUTHERLY
RIGHT OF WAY LINE OF ROUTE I-80; THENCE NORTH 89° 18’ 18” WEST ALONG SAID
SOUTHERLY RIGHT OF WAY LINE, A DISTANCE OF 111.67 FEET TO A POINT; THENCE SOUTH
87° 01’ 48” WEST ALONG SAID SOUTHERLY RIGHT OF WAY LINE, A DISTANCE OF 700.64
FEET TO A POINT; THENCE SOUTH 75° 26’ 52” WEST ALONG SAID SOUTHERLY RIGHT OF
WAY LINE, A DISTANCE OF 206.16 FEET TO A POINT; THENCE SOUTH 63° 56’ 53” WEST
ALONG SAID RIGHT OF WAY LINE, A DISTANCE OF 280.10 FEET TO A POINT; THENCE
SOUTH 1° 57’ 45” EAST ALONG SAID RIGHT OF WAY LINE, DISTANCE OF 33.66 FEET TO A
POINT; THENCE SOUTH 89° 24’ 44” WEST ALONG SAID RIGHT OF WAY LINE, A DISTANCE
OF 40 FEET TO A POINT; THENCE SOUTH 36° 05’ 29” WEST ALONG SAID RIGHT OF WAY
LINE, A DISTANCE OF 181.29 FEET TO A POINT IN THE EASTERLY RIGHT OF WAY LINE OF
THE CANFIELD-NILES ROAD (S.R 46), THENCE SOUTH 7° 04’ 17”WEST ALONG SAID
EASTERLY RIGHT OF WAY LINE, A DISTANCE OF 18.43 FEET TO THE PLACE OF BEGINNING
AND CONTAINING WITHIN ITS BOUNDARIES 17 ACRES MORE OR LESS, TOGETHER WITH ALL
APPURTENANCES THERETO BELONGING OR IN ANY WISE APPERTAINING AND ALL THE
GRANTORS’ RIGHTS, TITLE AND INTEREST IN AND TO ANY AND ALL ROADS, STREETS, ALLEYS
AND WAYS BOUNDING SAID PREMISES. EXCEPTING THEREFROM THAT PORTION OF LAND
DEDICATED AS 76 DRIVE IN VOLUME 74 OF PLATS, PAGE 126 OF MAHONING COUNTY
RECORDS.

 

ALL
THE ABOVE-DESCRIBED LAND BEING THE SAME AS FOLLOWS: BEGINNING AT AN IRON PIN IN
THE EASTERLY RIGHT OF WAY LINE CANFIELD-NILES ROAD (S.R. 46) SAID IRON PIN
BEING THE NORTHWEST CORNER OF LOT 2 OF ENTERPRISES PLAT 31 AS RECORDED IN
VOLUME 52, PAGE 131 OF THE MAHONING COUNTY RECORDS OF PLATS: THENCE NORTH 7° 04’
17” EAST A DISTANCE
OF 18.43” TO AN IRON PIN; THENCE NORTH 36°05’39”
EAST A DISTANCE OF 181.29” TO AN IRON PIN; THENCE NORTH 89° 24’ 44” EAST A
DISTANCE OF 40.00” TO AN IRON PIN; THENCE
NORTH 01° 57’ 45” WEST A DISTANCE OF 33.66” TO AN IRON PIN; THENCE NORTH 63° 66’
63” EAST A DISTANCE OF 260.10” TO AN IRON PIN; THENCE NORTH 75° 26’ 52” EAST A
DISTANCE OF 206.16” TO AN IRON PIN; THENCE NORTH 87° 01’ 48” EAST A DISTANCE OF
700.64” TO AN IRON PIN; THENCE SOUTH 89° 19’ 34” EAST A DISTANCE OF 112.47” TO
AN IRON PIN; THENCE SOUTH 00° 34’
42” EAST A DISTANCE OF 600.61” TO AN IRON PIN; THENCE SOUTH 89° 25’ 18” WEST A
DISTANCE OF 1182.366” TO AN IRON PIN; THENCE NORTH 4° 13’ 53” EAST A DISTANCE
OF 206.97” TO AN IRON PIN; THENCE SOUTH 89° 25’ 18” WEST A DISTANCE OF 250.00”
TO AN
IRON THE POINT OF BEGINNING.

 

 

A-101

 

	
   

  	
   

  	
  3.059
  Oklahoma City West, OK

  
	
   

  	
   

  	
  501 South Morgan Road

  
	
   

  	
   

  	
  Oklahoma City, OK 73128

  
	
   

  	
   

  	
  (TCA Site No. 59 – Oklahoma City West)

  

 

Part of the East Half
(E/2) of the Northeast Quarter (NE/4) of Section Two (2), Township Eleven
(11) North, Range Five (5) West of the Indian Meridian, Canadian County, Oklahoma,
being more particularly described as follows:

 

Beginning at a point located
on the  Northeast
Corner of said Section Two (2);

 

Thence South 00°35’39” West
along the East line of said Section a distance of 647.0 feet and North
89°56’42” West parallel to the North of said Section a distance of 75.00
feet to the Point of Beginning;

 

Thence from said Point of
Beginning continuing North 89°56’42” West parallel to and 647.00 feet South of
the North line of said Section Two (2) a distance of 1249.99 feet to
the West line of said East Half (E/2) of Section Two (2);

 

Thence South 00°29’52” West
along said West line of the East Half (E/2) a distance of 683.99 feet to a
point on the North right-of-way line of Interstate Highway No. 40;

 

Thence North 89°35’09” East
along said right-of-way line a distance of 888.53 feet;

 

Thence North 78°16’33” East
along said right-of-way line a distance of 127.48 feet;

 

Thence North 89°35’09” East
along said right-of-way line a distance of 235.88 feet to the West right-of-way
line of Morgan Road;

 

Thence North 00°35’39” East
along said West right-of-way, said line being 75.0 feet West and parallel to
the East line of said Section Two (2) a distance of 648.76 feet to
the Point or Place of Beginning.

 

Together with a non exclusive
perpetual driveway easement as created in Warranty Deed  recorded in
Book 446, page 360, more particularly described as follows:

 

Beginning at a point located
on the Northeast Corner of said Section Two (2), South 00°35’39” West
along the East line of said Section a distance of 647.0 feet and North
89°56’42” West parallel to the North of said Section a distance of 75.00
feet to the Point of Beginning;

 

Thence from said Point of
Beginning continuing North 89°56’42” West parallel to and 647. 00 feet South of
the North line of said Section Two (2) a distance of 100.00 feet;

 

Thence North 00°35’39” East a
distance of 25.00 feet;

 

Thence South 89°56’42” East a
distance of 100.00 feet to a point on the West right-of-way line of Morgan
Road;

 

Thence South 00°35’39” West
and along said West right-of-way line a distance of 25.00 feet to the Point of
Beginning.

 

 

A-102

 

	
   

  	
   

  	
  3.036
  Oklahoma City East, OK

  
	
   

  	
   

  	
  801 South Council Road

  
	
   

  	
   

  	
  Oklahoma City, OK 43128

  
	
   

  	
   

  	
  (TCA Site No. 36 – Oklahoma City East)

  

 

Tract I

 

A part of the East Half (E/2) of
the Northeast Quarter (NE/4) of Section Six (6), Township Eleven (11) North,
Range Four (4) West, Indian Meridian, Oklahoma County, Oklahoma, more
particularly described as follows:

 

Commencing at the Northeast
Corner of said Northeast Quarter (NE/4);

 

Thence South 00°33’55” East
along the East line of said Northeast Quarter (NE/4) a distance of 2520.97
feet;

 

Thence South 89°26’05” West a
distance of 65.00 feet to the Point or Place of Beginning, said point being the
same as the Point of Beginning of tract described at Book 3270, page 341
of Oklahoma County Records;

 

Thence South 00°33’55” East a
distance of 62.41 feet;

 

Thence North 89°26’05” East a
distance of 32.00 feet to a point 33 feet West of the East line of said
Northeast Quarter (NE/4);

 

Thence South 00°33’55” East a
distance of 62.69 feet to a point on the South line of said Northeast Quarter
(NE/4), 33 feet West of the Southeast Corner of said Northeast Quarter;

 

Thence North 89°27’19” West
along the South line of said Northeast Quarter a distance of 946.82 feet;

 

Thence North 00°40’24” West a
distance of 1001.70 feet to a point on the Southerly Right of Way line of
Interstate Highway No. 40;

 

Thence North 89°41’20” East
along said Southerly Right of Way line a distance of 102.67 feet to a point of
curve;

 

Thence Southeasterly along
said Right of Way line, the same being a curve to the right having a radius of
390 feet a distance of 408.41 feet;

 

Thence South 30°18’40”East
along said Right of Way line a distance of 359.54 feet to a point of curve;

 

Thence  Easterly
along said Right of Way, the same being a curve to the left having a radius of
371.77 feet a distance of 366.21 feet to a point 65 feet West of the East line
of said Northeast Quarter, said point being on the Northeast Corner of said
tract described at Book 3270, page 341 of Oklahoma County Records;

 

Thence South 00°33’55” East a
distance of 200.00 feet to the Point or Place of Beginning.

 

 

Tract II

 

A part of the Northeast
Quarter (NE/4) of Section Six (6), Township Eleven (11) North, Range Four (4) West, Indian
Meridian, Oklahoma County, Oklahoma, more particularly described as follows:

 

Commencing at the Southeast
Corner of said Northeast Quarter (NE/4) of said Section Six (6);

 

Thence North 89°27’19” West
along the South line of said Northeast Quarter (NE/4) a distance of 1124.82
feet to the Point of Beginning;

 

Thence continuing North 89°27’19”
West along the South line of said Northeast Quarter (NE/4) a distance of 194.76
feet to the Southwest Corner of the East Half (E/2) of the Northeast Quarter
(NE/4) of said Section Six (6);

 

Thence North 00°40’40” West
along the West line of the East Half (E/2) of said Northeast Quarter (NE/4) a
distance of 652.62 feet;

 

Thence North 89°41’20” East a
distance of 339.74 feet;

 

Thence South 00°40’24” East a
distance of 317.70 feet;

 

Thence North 89°27’19” West a
distance of 145.00 feet;

 

Thence South 00°40’24” East a
distance of 340.00 feet to the Point of Beginning.

 

 

	
   

  	
   

  	
  3.036
  Oklahoma City East, OK

  
	
   

  	
   

  	
  801 South Council Road

  
	
   

  	
   

  	
  Oklahoma City, OK 43128

  
	
   

  	
   

  	
  (TCA Site No. 36 — Oklahoma City East) 

  
	
   

  	
   

  	
  (Sign Lease Parcel)

  

 

Legal Description

 

A part of the East Half (E/2) of the Northeast
Quarter (NE/4) of Section Six (6). Township Eleven (11) North, Range Four (4) West, I.M.,
Oklahoma County, Oklahoma, more particularly described as follows:

 

Commencing at a nail with E.D. Hill Shiner
found as the Southeast corner of the Northeast Quarter (NE/4) of said Section 6;

 

THENCE North 89 Degrees 27’19” West along the
South line of said Northeast Quarter (NE/4) [the bearing upon which this
description is based] a distance of 979.82 feet;

 

THENCE North 0 Degrees 40’24” West a distance
of 657.70 feet to a 3/8 inch iron rod found as the point of beginning.

 

THENCE continuing NORTH 0 Degrees 40’24” West a
distance of 344.71 feet [called 344.0 feet] to a 3/8 inch iron rod found on the
South right-of-way line of Interstate Highway No. 40;

 

THENCE South 89 Degrees 41’20” West along said
South right-of-way line a distance of 339.76 feet to a 3/8 inch rod found on the
West line of the East half (E/2) of said Northeast Quarter (NE/4);

 

THENCE South 0 Degrees 40’40” East [called S 00
Degrees 40’24”E] along the West line of the East Half (E/2) of said Northeast
Quarter (NE/4) a distance of 344.71 feet to a 3/8 inch iron rod found for
corner.

 

THENCE North 89 Degrees 41’20” East a distance
of 339.74 feet (called 339.76 feet) to the point of beginning.

 

Containing 117,143 square feet or 2.689 acres.

 

 

A-103

 

	
   

  	
   

  	
  3.152
  Sayre, OK

  
	
   

  	
   

  	
  P.O. Box 171

  
	
   

  	
   

  	
  Sayre, OK 73662

  
	
   

  	
   

  	
  (TCA Site No. 152)

  

 

A tract of land being part of
the Southeast Quarter (SE/4) of Section Fourteen (14), and a part of the
Northeast Quarter (NE/4) of Section Twenty-three (23), Township Ten (10) North,
Range Twenty-three (23) West, of the Indian Base and Meridian, Beckham County, Oklahoma,
being more particularly described by metes and bounds as follows:

 

Beginning at a point on the
East Line and 67.47 feet South of the Northeast Corner of said Northeast
Quarter (NE/4) of Section Twenty-three (23);

 

Thence South 01°05’45” West, along
the East Line of said Section Twenty-three (23), a distance of 263.16
feet;

 

Thence North 88°50’23” West, a
distance of 572.43 feet; 

 

Thence South 26°26’57” West, a
distance of 550.47 feet;

 

Thence North 89°08’58” West, a
distance of 726.58 feet, to the Easterly Right-of-Way Line of Interstate 40;

 

Thence North 35°42’52” East, along
the Easterly Right-of-Way Line of Interstate 40, a distance of 440.95 feet;

 

Thence on a curve to the right
having a radius of 5504.58 feet, with a Delta Angle of 01°47’49” and an arc
length of 172.64 feet;

 

Thence South 88°29’25” East, a
distance of 350.74 feet;

 

Thence North 26°26’57” East, a
distance of 361.62 feet to the North Line of the Northeast Quarter (NE/4) of Section Twenty-three
(23);

 

Thence continuing North 26°26’57”
East, a distance of 10.19 feet, into the Southeast Quarter (SE/4) of Section Fourteen
(14), Township Ten (10) North, Range Twenty-three (23) West, of the Indian
Base and Meridian, Beckham County, Oklahoma;

 

Thence North 49°06’54” West, a
distance of 181.89 feet, to the Southeasterly Right-of-Way Line of Interstate
40;

 

Thence on a curve to the right
having a radius of 5504.58 feet, with a Delta Angle of 02°02’51” and an arc
length of 196.71 feet, along the Southeasterly Right-of-Way Line of Interstate
40:

 

Thence North 59°31’32” East, along
the Southeasterly Right-of-Way Line of Interstate 40, a distance of 341.66 feet;

 

Thence North 71°37’53” East, along
the Southeasterly Right-of-Way Line of Interstate 40, a distance of 290.10
feet;

 

Thence South 67°16’41” East, along
the Southerly Right-of-Way Line of Interstate 40, a distance of 50.46 feet;

 

1

 

Thence South 05°06’41” East, along
the Westerly Right-of-Way Line of Interstate 40, a distance of 191.05 feet;

 

Thence South 00°53’45” West, along
the Westerly Right-of-Way Line of Interstate 40, a distance of 332.57 feet;

 

Thence South 09°00’58” East, along
the Westerly Right-of-Way Line of Interstate 40, a distance of 68.34 feet, to
the South Line of Southeast Quarter (SE/4) of said Section Fourteen (14);

 

Thence South 88°54’15” East, a
distance of 33.00 feet to the Point of Beginning.

 

2

 

A-104

 

	
   

  	
   

  	
  3.056
  Portland, OR

  
	
   

  	
   

  	
  21856 Vents Road, NE 

  
	
   

  	
   

  	
  Aurora, OR 97002

  
	
   

  	
   

  	
  (TCA Site No. 56 - Portland)

  

 

A parcel of land located in the Amable Arquait
Donation Land Claim No. 45 in the Southeast one-quarter of Section 9,
Township 4 South, Range 1 West of the Willamette Meridian, Marion County, Oregon
and more particularly described as follows:

 

Beginning at an iron rod on the Easterly
right-of-way line of County Road No. 425, said point being South 08°07’00”
East along the centerline of said County Road a distance of 1,666.58 feet (the
deed calls this 1,667.50 feet) and North 73°21’00” East a distance of 30.34
feet from the Southeast corner of the David Crawford Donation Land Claim No. 41;
thence continuing North 73°21’00” East a distance of 629.64 feet (the deed
calls this 630.05 feet); thence North 30°08’00” East a distance of 721.88 feet
(the deed calls this 722.11 feet) to a point on the Southerly line of that
parcel of land conveyed to Louis N. Racette et al, and recorded in Volume 269, page 508,
Marion County Deed Records; thence North 73°21’00” East along the Southerly
line of said Racette property a distance of 479.69 feet (the deed calls this
479.64 feet) to a point on the Westerly right-of-way line of Pacific Highway
(Interstate No. 5); thence South 30°08’00” West along said Westerly
right-of-way line a distance of 1897.70 feet (the deed calls this 1898.17 feet);
thence South 42°36’38” West, (the deed calls this South 42°36’ West) along said
Westerly right-of-way line a distance of 189.54 feet (the deed calls this
189.59 feet); thence South 46°20’55” West (the deed calls this South 46°19’00”
West) along said Westerly right-of-way line a distance of 161.22 feet (the deed
calls this 161.43 feet); thence North 59°54’00” West along said right-of-way
line a distance of 104.21 feet (the deed calls this 104.28 feet); thence
continuing along said right-of-way line Northwesterly along a 246.48 foot
radius curve to the right, through a central angle of 00°40’02” an arc distance
of 2.87 feet (the long chord of said curve bears North 08°29’44” West (the deed
calls this North 08°28’ West a distance of 2.87 feet); thence South 81°53’00”
West along said right-of-way line a distance of 3.65 feet; thence North 59°54’00”
West along said right-of-way line a distance of 7.17 feet to a point on the
Easterly right-of-way line of County Road No. 425; thence North 08°07’00”
West along said Easterly right-of-way line a distance of 900.66 feet (the deed
calls this 900.92 feet) to the point of beginning.

 

 

A-105

 

	
   

  	
  3.183 Troutdale, OR

  
	
   

  	
  790 N.W. Frontage Road

  
	
   

  	
  Troutdale, OR 97060

  
	
   

  	
  (TCA Site No. 183)

  

 

PARCEL I:

 

Parcel 2, PARTITION PLAT NO. 1992-134, in the
City of Troutdale, County of Multnomah and State of Oregon.

 

PARCEL II:

 

A portion of that property described in Deed to
Burns Brothers, Inc. and recorded May 1, 1988 in Book 2108, page 1690,
Multnomah County Deed Records, situated in the J. M. Stott Donation Land Claim
and the D. F. Buxton Donation Land Claim, in the Northeast one-quarter of Section 26,
Township 1 North, Range 3 East, of the Willamette Meridian, in the City of
Troutdale, County of Multnomah and State of Oregon, being more particularly
described as follows:

 

Beginning at the Northeast corner of said Burns
Brothers, Inc. property, said corner being on the Southerly right-of-way
line of Columbia River Highway (I-84) as established by Circuit Court Suit No. 244166;
and running thence South 0°25’09” West leaving said Southerly right-of-way line
and tracing the Easterly line of said Burns Brothers, Inc. property a
distance of 868.01 feet to the Northerly right-of-way line of the O.W.R.R. &
N. Railroad; thence tracing said Northerly right-of-way line the following
courses; along the arc of a 5,679.65 foot non-tangent radius curve to the
right, through a central angle of 7°38’47”, an arc distance of 757.98 feet (the
long chord of which bears North 79°44’54” West 757.42 feet); thence North 75°55’30”
West 348.66 feet; thence South 14°04’30” West 20.00 feet; thence North 75°55’30”
West 80.00 feet to the Southwest corner of said Burns Brothers, Inc.
property; thence leaving said Southerly right-of-way line and tracing the
Westerly line of said Burns Brothers, Inc. property North 0°28’10” East
402.86 feet to said Southerly right-of-way line of Columbia River Highway;
thence tracing said Southerly right-of-way line North 81°40’15” East 145.00
feet; thence continuing along said Southerly right-of-way line North 23°12’40”
East 97.04 feet to a point on the Westerly line of that property described in
Deed to Chevron U.S.A., Inc. and recorded June 1, 1977 in Book 1153, page 1993,
Multnomah County Deed Records; thence tracing said Westerly line South 4°26’15”
East 174.01 feet to the Southwest corner thereof; thence tracing the Southerly
line of said Chevron property North 81°40’15” East 210.45 feet to a    inch
iron rod with yellow plastic cap stamped “DEA INC.”; thence leaving said
Southerly line South 0°25’09” West 49.96 feet to a 5/8 inch iron rod with
yellow plastic cap stamped “DEA INC.”; thence South 89°34’51” East 155.00 feet
to a 5/8 inch iron rod with yellow plastic cap stamped “DEA INC.” at a point
which is 60.00 feet Westerly of (when measured perpendicular to) the Westerly
line of Parcel 1 of Partition Plat No. 1992-134, a duly recorded Partition
Plat in Multnomah County; thence parallel with said Westerly line North 0°25’09”
East 275.70 feet to a 5/8 inch iron rod with yellow plastic cap stamped “DEA
INC.” on said Southerly right-of-way line of Columbia River Highway; thence
tracing said Southerly right-of-way line North 81°40’15” East 60.70 feet to the
Northwest corner of said Parcel 1; thence leaving said Southerly right-of-way
line and tracing said Westerly line of Parcel 1 South 0°25’09” West 284.94 feet
to the Southwest corner thereof; thence tracing the Southerly line of said
Parcel 1 South 89°34’51” East 150.00 feet to the Southeast corner thereof, said
corner also being the Southwest corner of that property described in Deed to McDonald’s
Corporation recorded October 1, 1988 in Book 2182, page 2523,
Multnomah County Deed Records; thence tracing the Southerly line of said
McDonald’s property North 89°33’45” East 200.00 feet to the Southeast corner
thereof; thence tracing the Easterly line of said McDonald’s property North 0°25’09”
East 300.00 feet to the Northeast corner thereof, said corner being on said
Southerly right-of-way line of Columbia River Highway; thence leaving said
Easterly line and tracing said Southerly right-of-way line North 85°33’45” East
200.00 feet to the point of beginning.

 

EXCEPT that portion thereof lying within
Partition Plat No. 1992-134.

 

1

 

PARCEL III:

 

A tract of land in the Northeast quarter of Section 26,
Township 1 North, Range 3 East, of the Willamette Meridian, in the City of
Troutdale, County of Multnomah and State of Oregon, and being a portion of that
property described in Deed from M.A. Cerruti to Rose M. Cerruti, recorded December 4,
1946 in Book 1125, page 574, Deed Records, described as follows:

 

Beginning at a point that is the Northeast
corner of a tract of land described in Deed between Husky Oil Company of
Delaware to HYEX Corporation, recorded December 12, 1972 in Book 899, page 34,
Deed Records, which point is also the Southwest corner of that tract of land conveyed
by Final Judgment dated November 20, 1958 under Suit No. 244-175 to
the State of Oregon, by and through its State Highway Commission; thence North
85°33’45” East 501.56 feet to an iron rod which is the Northwest corner of a
tract of land conveyed to the City of Troutdale by Deed recorded August 31,
1971 in Book 810, page 1283, Deed Records; thence Southerly along the
Westerly line of said City of Troutdale property, a distance of 20 feet to the
Southwest corner thereof; thence Easterly along the Southerly line of said City
of Troutdale property a distance of 20 feet to the Southeast corner thereof;
thence South 0°22’40” West 959.46 feet to an iron rod in the Northerly line of
the O.W.R.&N. Railroad right of way; thence North 84°04’20” West 372.35 feet
to an iron rod; thence along the Northerly line on the arc of a 5689.65-foot
radius curve to the left, through a central angle 1°30’39”, an arc distance of
151.03 feet (the chord bears North 83°19’00” West 151.03 feet) to an iron rod
located at a point on the Railroad right of way which is on the Easterly line
of said HYEX  Corporation property, extended Southerly; thence North
0°22’40” East 883.20 feet along said Easterly line to the point of beginning.

 

Being also described as that portion of the D.
F. Buxton Donation land Claim, and the Northeast one-quarter of Section 26,
Township 1 North, Range 3 East, of the Willamette Meridian, in the City of
Troutdale, County of Multnomah and State of Oregon, being more particularly
described as follows:

 

Commencing at the Northwest corner of the said
D. F. Buxton Donation Land Claim as monumented with a brass cap; thence South
0°14’20” West along the West line of said Donation Land Claim 1703.49 feet to
the Northerly line of Parcel 2 of PARTITION PLAT NO. 1992-134, a duly recorded PARTITION
PLAT in Multnomah County and the true point of beginning; thence following the
Northerly perimeter of said Parcel 2, South 89°34’51” East 116.5 feet; thence
North 85°33’45” East 200.00 feet; thence North 0°25’09” East 300.00 feet to the
Southerly right-of-way line of the frontage road; thence North 85°33’45’ East
along said Southerly right-of-way line of the Frontage Road; thence North 85°33’45”
East along said Southerly right-of-way 200.00 feet to the Northeast corner of
said Parcel 2; thence North 85°50’59” East along said right-of-way 501.18 feet
to the Northwest corner of a parcel owned by the City of Troutdale: thence
along the perimeter of said City parcel South 0°24’49” West 20 feet; thence
North 85°50’59” East 20 feet to the Southeast corner of said City parcel;
thence South 0°24’49” West along a line contiguous with the West line of a
PARTITION PLAT NO. 1991-39, records of said county for 955.87 feet to a point
on the Northerly right-of-way line to the Union Pacific Railroad, being 40 feet
perpendicular to the centerline, said point is monumented with a Jones rebar; thence
along said rail road right-of-way North 84°49’58” West 288.67 feet to the
beginning of a spiral curve to the right, having a chord of North 84°40’58”
West 89.88 feet, a centerline delta of 0°27’04” and a center line length of
90.20 feet; thence along said right-of-way 89.89 feet to the beginning of a
curve to the right having a radius of 5689.58 feet, and a chord of North 83°39’31”
West 143.64 feet; thence along said right-of-way and said curve 143.64 feet;
thence North 0°27’02” East 10.07 feet, to a point on the said Northerly
right-of-way line, being 50 feet perpendicular to the centerline of said
railroad; on a curve to the right, having a chord of North 79°32’55” West
668.73 feet, thence along said right-of-way and said curve 669.12 feet to the
beginning of a spiral curve to the right, having a chord of North 75°52’21”
West 89.81 feet, a centerline delta of 0°27’04” and a centerline length of
90.20 feet; thence along said right-of-way and said curve 89.81 feet; thence
North 75°43’21” West along said right-of-way 348.38 feet; thence South 14°16’39”
West 20.00 feet; thence North 75°43’21” West along the Northerly right-of-way
being 30 feet

 

2

 

perpendicular to the
centerline of said railroad, 80.00 feet to the East line of the J. M. Stott
Donation Land Claim; thence North 0°30’06” East along said Stott line 403.01
feet to the Southerly right-of-way line of said Frontage Road; thence North
81°40’15” East along said right-of-way 144.15 feet; thence North 23°12’40” East
along said right-of-way line 97.04 feet; thence South 4°26’15” East 174.01 to a
rebar marked “LS 1678”; thence North 81°40’15” East 210.45 feet thence South
0°25’09” West 49.96 feet to a rebar marked “DEA”; thence South 89°34’51” East
155.00 feet; thence North 0°25’09” East 275.70 feet; thence North 81°40’15”
East along the said Frontage Road right-of-way 60.70 feet; thence South 0°25’09”
West 284.95 feet; thence South 89°34’51” East 33.45 feet to the said true point
of beginning.

 

3

 

A-106

 

	
   

  	
  3.212 Bloomsburg, PA

  
	
   

  	
  6 Buckhorn Road

  
	
   

  	
  P.O. Box 60

  
	
   

  	
  Bloomsburg, PA 17815

  
	
   

  	
  (TCA Site No. 212)

  

 

Legal
Description

 

PARCEL NO. 1:

 

ALL THAT CERTAIN
piece, parcel and tract of land, Situate in the Township of Hemlock, County of Columbia and Commonwealth
of Pennsylvania bounded and described as follows, to wit:

 

BEGINNING at an Iron
pin at the Northeast intersection of Pa. State Highway Route 44, leading from
Bloomsburg to Buckhorn and the right of way line of access road to Interstate
Penna. Route 80; thence along the eastern line of Pa. State Highway Route 44,
north 35 degrees 30 minutes West 350 feet to a point; thence along the same
North 31 degrees 15 minutes West 260 feet to an iron pin on the Southern side
of a 33 foot proposed road; thence North 64 degrees 45 minutes East along the
Southern side of said proposed road, 160 feet to an iron pin in line of lands
now or formerly of Edgar R. Reichard and Joann Reichard, his wife, thence South
27 degrees 45 minutes East along the Western line of lands now or formerly of
said Edgar R. Reichard, et ux., 603 feet to an iron pin on the Northern
right-of-way line of access road to Interstate Penna. Route 80; thence along
the same South 66 degrees 15 minutes West 97 feet to a point at the Northeast intersection
of Pa. State Highway Route 44, the place of beginning. On which is erected a
two story dwelling house. Containing 1.5 acres and designated as Tract “A” on
draft prepared by Howard Fetterolf, R.E., August 31, 1965.

 

PARCEL NO. 2:

 

ALL THAT CERTAIN lot
of ground, Situate in the Township of Hemlock, County of Columbia, State of
Pennsylvania:

 

BEGINNING at a point
in lands of the Tri-County Oil Corporation said point being located from the
Southeast corner of lands of Robert Kobilis the following two courses:

 

1.  North
27 degrees 25 minutes West 37.05 feet;

 

2.  North
65 degrees 38 minutes East 164.2 feet;

 

Thence through lands
of Tri-County Oil Corporation the following four courses

 

1.  North
24 degrees 22 minutes West 25 feet to a point;

 

2.  North
65 degrees 38 minutes East 15 feet to a point;

 

3.  South
24 degrees 22 minutes East 55 feet to a point;

 

4.  South
65 degrees 38 minutes West 15 feet to a point of beginning.

 

TOGETHER with the
grantors right of free uninterrupted ingress and egress across and over lands
of Buckhorn Plaza Motel for the purpose of constructing and maintaining an
advertising facility on the above-mentioned parcel of land. The Grantee shall
also have the Grantors right to secure electric utility service to the
above-described parcel for the purpose of illuminating and operating any
advertising facility.

 

THE above description
was taken from a survey draft prepared by J.F. Grimes, Registered Surveyor,
dated 2/17/1972.

 

ALL THOSE CERTAIN
seven (7) pieces, parcels and tracts of land, Situate in Hemlock Township,
Columbia County, Pennsylvania, bounded and described more fully as follows:

 

1

 

TRACT NO. 1: BEGINNING at a point in the
Easterly right of way line of former State Highway Route No. 609, the same
being former State Traffic Route no. 44 at the Southwest corner of lands now or
formerly of Gaylord McHenry thence along lands now o formerly of Gaylord
McHenry north 58 degrees 46 minutes East 274 feet to a corner; thence
continuing along same North 30 degrees 35 minutes West 81 feet to a corner in
line of lands now or formerly of Merrill A. Showers, thence along the said line
of lands now or formerly of Merrill A. Showers, North 60 degrees 40 minutes
East 322.94 feet o a corner in line of lands now or formerly of Raymond Shultz,
thence along the said line of lands now or formerly of raymond Shultz, South 84
degrees 24 minutes East 186.18 feet to a corner in the Southerly right of way
line of State Highway Route No. 609 relocated; thence along the said
Southerly right of way line of State Highway Route No. 609 re-located
South 67 degrees 57 minutes East 269.02 feet to a corner; thence on a curve to
the right having a radius of 150 feet, having an arc length of 175.77 feet and
having a chord on a bearing of South 34 degrees 54 minutes East 165.94 feet to
a corner in the right of way line of Ramp “A”; Route No. 1009 Buckhorn
Interchange, thence along the said right of way line of Ramp “A” on a curve to
the left, having a radius of 2,050.00 feet an arc length of 139.54 feet and
having a chord on a bearing of South 1 degree 52 minutes East 139.52 feet to a
corner; thence continuing along the said right of way line of Ramp “A”, south
86 degrees 11 minutes West 28.2 feet to a corner; thence continuing along the
same, South 00 degrees 09 minutes West 118.95 feet to a corner; thence
continuing along the same on a curve to the right having a radius of 337.46
feet an arc length of 328.94 feet and having a chord on a bearing of South 28
degrees 4 minutes West 316.56 feet to a corner; thence continuing along the
right of way line of Ramp “A” South 34 degrees 00 minutes East 30 feet to a
corner; thence continuing along same on a curve to the right having a radius of
1,799.86 feet, having an arc length of 52.71 feet and having a chord on a
bearing of South 57 degrees 45 minutes West 52.7 feet to a corner of lands now
or formerly of Edgar Reichard, thence along line of lands now or formerly of
Edgar Reichard, North 26 degrees 47 minutes West 595.04 feet to a corner;
thence South 64 degrees 52 minutes West 200 feet; thence North 26 degrees 48
minutes west 33 feet; thence along the Northerly sideline of a proposed road,
South 64 degrees 52 minutes West 498 feet to a corner in the said Easterly right
of way line of former State Highway Route No. 609; thence along the said
Easterly right of way lime of former State Highway Route No. 609; North 28
degrees 27 minutes West 146.38 feet to the point and place of BEGINNING.

 

TRACT NO. 2: BEGINNING at a point, said point
being the Northeast corner of lands now or formerly of Merrill A. Showers and
the Northwesterly corner of lands now or formerly of raymond Howell, in line of
lands of Raymond Shultz, thence along other lands of the said Raymond Shultz,
North 60 degrees 40 minutes East 54.68 feet to a corner in the Southerly right
of way line of State Highway Route No. 609, relocated thence along the
said Northerly right of way line South 67 degrees 57 minutes East 38.86 feet to
a corner; thence continuing along the same North 22 degrees 3 minutes East 10
feet to a corner; thence continuing along the said right of way line, South 67
degrees 57 minutes East 105.58 feet to a corner of lands now or formerly of
Raymond Howell, thence along lands now or formerly of Raymond Howell, north 84
degrees 24 minutes West 186.18 feet to the point of beginning. Containing .075
acres of land.

 

TRACT NO. 3: BEGINNING ata point in the
Southerly sideline of a proposed road, said point being 138 feet measured
Easterly along said sideline from the Northwest corner of lands of the Grantor
herein, Edgar Reichard, and the Northeast corner of land now or formerly of Robert
Kobilis; thence along the said sideline of the proposed road North 64 degrees
52 minutes East 200 feet to a corner in line of lands now or formerly of
Raymond Howell, thence along line of lands now or formerly of Raymond Howell,
South 26 degrees 47 minutes East 595.04 feet to a corner in the Northerly right
of way line of Ramp “A”, Route No. 1009 Buckhorn Interchange; thence along
the said right of way line Ramp “A” on a curve to the right having a radius of
1,799.86 feet an arc length of 200 feet and having a chord on a bearing of
South 60 degrees 52 minutes West 199.96 feet to a corner of other lands of
Adegar Reichard, thence along the said other lands of Edgar Reichard, North 26
degrees 48 minutes West 609.03 to the point of beginning. Containing 2.76 acres
of land.

 

2

 

TRACT NO. 4:
BEGINNING at a point in the Northwesterly right of way line of Ramp “A” of
Legislative Route No. 1009, United State Traffic Route No. 80 at the
Easterly corner of lands now or formerly of Robert Kobilis; thence along said
lands now or formerly of Robert Kobilis, North 27 degrees 25 minutes West 300
feet to a point; thence along other lands of the Grantors herein, North 64
degrees 52 minutes East 134.71 feet to a point; thence South 26 degrees 48
minutes East 302.82 feet to a point in the said right of way line of Ramp “A”
of Legislative Route No. 1009; thence along the said right of way line of
Ramp “A” of Legislative Route No. 1009 on a curve to the right having a
radius of one thousand seven hundred ninety-nine and eighty six hundredths feet
an arc length of 131.58 feet and having a chords on a course of South 66
degrees 9 minutes West 131.56 feet to the point of beginning. Containing an
area of 0.92 acres of land, more or less.

 

TRACT NO. 5:
BEGINNING at a point in the Southerly right of way line of State Highway Route No. 609
at the northwesterly corner of lands of the Grantee herein; thence along
division line between lands of the grantee herein and lands of the Grantors herein,
South 60 degrees 40 minutes West 51.02 feet to a point; thence through lands of
the Grantors herein, north 20 degrees 44 minutes East 49.88 feet to a point in
the said right of way line of said State Highway Route No. 609; thence
along said right of way line, South 67 degrees 57 minutes East 31.85 feet to a
point; thence continuing along the same, South 67 degrees 57 minutes East, 1.14
feet to the point of beginning. Containing an area of 970 square feet of land,
more or less.

 

TRACT NO. 6:
BEGINNING at the Northeast corner of lands previously conveyed by the Grantor
to the Grantee herein, which Deed is recorded in Deed Book 249 at page 568;
thence North 26 degrees 48 minutes West 305 feet, more or less, to corner of
lands about to be conveyed by Raymond and Elizabeth Howell to the Grantee
herein; thence by line of said lands about to be conveyed South 64 degrees 52
minutes West 138 feet to a point in line of lands of Kobilis, thence by said
Kobilis South 27 degrees 25 minutes East 305 feet, more or less, to lands
previously conveyed by the Grantor to the Grantee herein as aforementioned;
thence North 64 degrees 52 minutes East 134.71 feet to a point, the place of
beginning.

 

TRACT NO. 7:
BEGINNING at the Northeasterly corner of land of Robert Kobilis which same is
the Northwesterly corner of lands about to be conveyed by Raymond Howell,
Trustee to the Grantee herein; thence by line of lands of the Grantee about to
be conveyed as aforesaid, North 64 degrees 42 minutes East 138 feet; thence
North 26 degrees 48 minutes West 33 feet; thence by other lands of the Grantee
previously conveyed to it, South 64 degrees 52 minutes West 140 feet, more or
less, thence South 27 degrees 25 minutes East, 33 feet to the place of
beginning.

 

EXCEPTING THEREOUT
AND RESERVING THEREFROM, the following described premises:

 

BEGINNING at a point
in lands of the Tri-County Oil Corporation, said point being located from the
Southeast corner of lands of Robert Kobilis, the following two courses:

 

1. North 27 degrees
25 minutes West 37.05 feet;

 

2.North 65 degrees 38
minutes East 164.02 feet

 

Thence through lands
of Tri-County Oil Corporation the following four courses

 

1.  North
24 degrees 22 minutes West 25 feet to a point;

 

2.  North
65 degrees 38 minutes East 15 feet to a point;

 

3.  South
24 degrees 22 minutes East 55 feet to a point;

 

4.  South
65 degrees 38 minutes West 15 feet to a point of beginning.

 

3

 

TOGETHER with the
right of free uninterrupted ingress and egress across and over lands of the
Grantor for the purpose of constructing and maintaining an advertising facility
on the above described parcel of land, The Grantee shall also have the Grantors
right to secure electric utility service to the above described parcel for the purpose
of illuminating and operating any advertising facility.

 

BEING Tax Parcel Nos.
18-01-001-03, 18-01-001-02, 18-01-001-06.

 

BEING AS TO PARCEL
NO. 1 the same premises which Columbia County Industrial Development Authority
by Deed dated 11/5/1996 and recorded 4/7/1997 in the County of Columbia in
Record Book 651 page 807, conveyed unto Travel Ports of America, Inc.,
a New York corporation, in fee.

 

BEING AS TO PARCEL
NO. 2 the same premises which Interstate Traveller Services, Inc., a
Pennsylvania corporation by Deed dated 2/10/1992 and recorded 6/25/1992 in the
County of Columbia in Record Book 505 page 35, conveyed unto Travel Ports
of America, Inc. f/k/a Roadway Motor Plazas, Inc., a New York
corporation, in fee.

 

AND the said Travel
Ports of America, Inc., a New York Corporation has since merged with and
into TA Operating Corporation, a Delaware Corporation by virtue of a
Certificate of Merger dated 6/3/1999 and recorded 6/21/1999 in Record Book 729 Page 129.

 

4

 

A-107

 

	
   

  	
  3.003 Brookville, PA  

  245 Alleghany Blvd. 

  Brookville, PA 15825 

  (TCA Site No. 3)

  

 

Legal
Description

 

Parcel 1

 

ALL THAT CERTAIN Parcel of land, SITUATE in the
Borough of Brookville, County of Jefferson and Commonwealth of Pennsylvania bounded
and described as follows:

 

BEGINNING at a 1” iron pipe set in the West
right of way line of SR 0036, said point being the North east corner of the
tract herein described; thence by the west right of way line of SR 0036, South
02 degrees 45 minutes 51 seconds East, 62.34 feet to an iron pipe set; thence
by the same South 87 degrees 14 minutes 09 seconds West 27.00 feet to a 1” iron
pipe set; thence by the same South 02 degrees 45 minutes 51 seconds East 593.83
feet to a 1” iron pipe set at the intersection with the North right of way line
of Ramp “A” leading to SR 0080; thence by the same South 67 degrees 15 minutes
10 seconds West 169.24 feet to a 1” iron pipe set; thence by the same in a
Westerly direction with a curve to the right having a radius of 738.51 feet
(chord bears South 84 degrees 45 minutes 10 seconds West 444.15 feet) a
distance of 451.13 feet to a 1” iron pipe set; thence by the same North 78
degrees 03 minutes 38 seconds West 297.54 feet to a 1” iron pipe set in the
North right of way line of the West bound lands of SR 0080; thence by the same
South 13 degrees .8 minutes 56 seconds West 40.00 feet to a 1” iron pipe set;
thence by the same in a Westerly direction with a curve to the right having a
radius of 11,399.20 feet (chord bears North 76 degrees 05 minutes 03 seconds
West 106.17 feet) a distance of 106.17 feet to a 1” iron pipe set; thence by
the East line of Parcel 2 North 18 degrees 26 minutes 55 seconds West 392.29
feet to a 3/4” iron pin found; thence by the same South 89 degrees 33 minutes
05 seconds West 99.27 feet (West 99 feet record) to a 2” stainless steel pipe
over a 3/4” iron pin found; thence North 34 degrees 15 minutes 59 seconds West
547.46 feet (North 35 degrees West 547 feet record) to a 2” stainless steel
pipe over a 3/4” iron pin found; thence South 89 degrees 41 minutes 02 seconds
East 596.00 feet (East 596 feet record) to a 1” iron pipe set; thence South 83
degrees 31 minutes 15 seconds East 938.94 feet (South 83 degrees 15 minutes
East 1025.5 feet record, to the center line of S.R. 0036) to the point of
beginning.

 

Parcel 2:

 

ALL THAT CERTAIN parcel of land, SITUATE in the
Township of Rose, County of Jefferson and Commonwealth of Pennsylvania, bounded
and described as follows:

 

BEGINNING at 2” stainless pipe found, said pipe
being the Northwest corner of the tract herein described; thence South 89
degrees 05 minutes 43 seconds East 363.12 feet (East 445.5 feet record) to a 2”
stainless steel pipe over 3/4” iron pin found); thence North 89 degrees 33
minutes 05 seconds East 99.27 feet (East 99.0 feet record), to a 3/4” iron pin
found; thence South 18 degrees 26 minutes 55 seconds East 392.29 feet (South 18
degrees East 392 feet record) to a 1” iron pipe set in a North right of way
line of West bound lanes of S.R. 0080; thence by the same in a Westerly
direction with a curve to the right having a radius of 11,399.20 feet (chord
bears North 74 degrees 05 minutes 19 seconds West 687.74 feet) a distance of
687.84 feet to a 1” iron pipe set; thence North 21 degrees 40 minutes 00
seconds East 202.88 feet (North 21 degrees East 168 feet record) to the point
of beginning.

 

Parcel 3:

 

ALL THAT CERTAIN parcel of land, Situate in the
Township of Rose, County of Jefferson and Commonwealth of Pennsylvania, bounded
and described as follows:

 

BEGINNING at a 1” iron pipe found on the
Easterly right of way of Township Road 394, said point being the Northwest
corner of Tract herein described; thence South 88 degrees 00 minutes 00 seconds
East 794.29 feet to a 2” stainless steel pipe found (South 88 degrees East
791.0 feet record); thence South 33 degrees 20 minutes 00 seconds East 1124.85
feet to a 2 inc stainless steel pipe found (South 34 degrees East 1138.5 feet
record); thence South 21 degrees 40 minutes 00 seconds West 202.88 feet to a 1”
iron

 

1

 

pipe set in the North right of way line of the
West bound lanes of SR 0080 (South 21 degrees West, 203.0 feet record); thence
by the North right of way line of the West bound lanes of SR 0080 in a Westerly
direction with a curve to the right having a radius of 11,399.20 feet (chord
bears North 68 degrees 48 minutes 16 seconds West 1413.92 feet) a distance of
1414.83 feet to a 1” iron pipe set in the Eastern right of way of T-394
(Westerly 1450 feet record); thence by the Eastern right of way line of
Township Road No. 394, North 01 degree 39 minutes 53 seconds West 645.13
feet (measured) to the place of BEGINNING.

 

The above descriptions drawn in accordance with
Survey of International Land Surveying, Inc. dated 9/14/1993.

 

ALSO ENCUMBERING THE FOLLOWING DESCRIBED LAND
TO THE EXTENT NOT INCLUDED IN THE AFOREDESCRIBED LAND:

 

FIRST PARCEL

 

ALL THAT CERTAIN tract of land located in
Brookville Borough, Jefferson County, Pennsylvania, bounded and described as
follows:

 

BEGINNING at a nail in the centerline of
right-of-way of Pennsylvania L.R. 248, also known as Pennsylvania Traffic Route
36, which said nail is also the Northeast corner of the tract of land hereby
conveyed; thence North 83 degrees 15 minutes West along the Southern line of
land of J. O. Harding, a distance of 1,025.5 feet to a stake; thence West 596
feet to a stake; thence South 35 degrees East a distance of 547 feet to a
stake; thence East 99 feet to a stake; thence South 18 degrees East, 592 feet
to a point in the medial strip of L. R. 1009; thence South 78 degrees 45
minutes East, a distance of 1,089 feet to a point; thence North 2 degrees 28
minutes West, a distance of 1,100 feet to a stake, the place of beginning.

 

Under and subject to approximately 8.1 acres,
taken by the Pennsylvania Department of Highways for right-of-way purposes, as
shown approximation on the plot of survey.

 

SECOND PARCEL

 

ALL THAT CERTAIN tract located in Rose
Township, Jefferson County, Pennsylvania described as follows:

 

BEGINNING at the Northwest corner of the
premises hereby conveyed, at a stake located in a small run; thence East along
line of lands of J. O. Harding, a distance of 445.5 feet to an iron pipe;
thence South 18 degrees East, 392 feet to a point on the right-of-way line of
Pennsylvania L.R. 1009, PA I-80; thence Northwesterly along the right-of-way
line of the aforesaid roadway a distance of 663.5 feet to a point on the said
right-of-way line; thence North 21 degrees East along lands of J.O. Harding a
distance of 168 feet, more or less, to a stake, the place of beginning.

 

CONTAINING 2.92 acres

 

THIRD PARCEL

 

ALL THAT CERTAIN tract of land situate in Rose
Township, Jefferson County, Pennsylvania, bounded and described as follows:

 

2

 

BEGINNING at a pipe
at the Northwest corner of the tract of land hereby described, said pipe being
at the intersection of the Eastern right-of-way line of Township Road Number
T-394 and the Southern boundary line of lands of Stephen F. Fiscus et ux.;
thence South 88 degrees East along lands of Stephen F. Fiscus et ux., a
distance of 791 feet to a white oak; thence South 34 degrees East along lands
of J.O. Harding and C.F. Harding, a distance of 1,138.5 feet to a pipe; thence
South 21 degrees West along lands of Victor D. Knisely, Michael J. Flaherty and
William G. Lyden, the Grantors herein, a distance of 203 feet to a point;
thence in a general Westerly direction along the Northern right-of-way line of
United State Highway Route Number I-80, a distance of 1,450 feet, more or less,
to a point on the Easterly right-of-way line of Township Road Number T-394;
thence North 1 degrees 30 minutes West along Township Road Number T-394, a
distance of 628 feet to a pipe, the place of beginning.

 

CONTAINING 21.97
acres, more or less.

 

EXCEPTING AND
RESERVING, HOWEVER, from the foregoing grant and conveyance unto Ruth Green, a
predecessor in title, her heirs and assigns, a perpetual right-of-way or
easement on the portion of the above described premises hereinafter described
for the purpose of parking all types of vehicles and providing said vehicles
with a place to turn around when visiting what is commonly known as “Green
Cemetery”. The area of said permanent right-of-way easement is as follows:

 

BEGINNING at a point
on the above premises at the intersection of the Eastern right-of-way line of
Township Road Number T-394 and the Southern boundary line of lands of S.F.
Fiscus et ux.; thence in an Easterly direction along lands of S.F. Fiscus et
ux.; a distance of 60 feet to a point; thence in a Southerly direction on a
line parallel to the Eastern right-of-way line of Township Road Number T-394, a
distance of 60 feet to a point; thence in a Westerly direction on a line
perpendicular to the Eastern right-of-way line of Township Road Number T-394, a
distance of 60 feet to a point on the Eastern right-of-way line of said
Township Road; thence in a Northerly direction along the Eastern right-of-way
line of said Township Road a distance of 60 feet to a point the place of
beginning.

 

OVERALL DESCRIPTION

 

Situated in the
Borough of Brookville & Rose Township, Jefferson County, Pennsylvania
bounded and described as follows:

 

BEGINNING at a 1”
iron pipe set in the West right of way line of SR 0036, said point being the
North East corner of the tract herein described.

 

1.  Thence
by the West right of way line of SR 0036 South 02 degrees 45 minutes 51 seconds
East, 62.34 feet to a iron pipe set.

 

2.  Thence
by the same South 87 degrees 14 minutes 09 seconds West 27.00 feet to a 1” iron
pipe set.

 

3.  Thence
by the same South 02 degrees 45 minutes
51 seconds East 593.83 feet to a 1”
iron pipe set at the intersection with the North right of way line of Ramp “A”
leading to SR 0080.

 

4.  Thence
by the same South 67 degrees 15 minutes 10 seconds West, 169.24 feet to a 1”
iron pipe set.

 

5.  Thence
by the same in a Westerly direction with a curve to the right having a radius
of 738.51 feet (chord bears South 84 degrees 45 minutes 10 seconds West 444.15
feet) a distance of 451.13 feet to a 1” iron pipe set.

 

6.  Thence
by the same North 78 degrees 03 minutes 35 seconds West 297.54 feet to a 1” iron
pipe set in the North right of way line of the West bound lands of SR 0080.

 

7.  Thence
by the same South 13 degrees 38 minutes 56 seconds West 40.00 feet to a 1” iron
pipe set.

 

3

 

8.  Thence by the
same in a Westerly direction with a curve to the right having a radius of
11,399.20 feet (chord bears North 70 degrees 47 minutes 59 seconds West 2205.39
feet) a distance of 2208.84 feet to a 1” iron pipe set on the Eastern right of
way line of Township Road Number 394.

 

9.  Thence by the
Eastern right of way line of Township Road Number 394 North 01 degree 39
minutes 53 seconds West 645.13 feet (measured) to a 1” iron pipe found (North
01 degree 30 minutes West 628 feet record).

 

10.  Thence South
88 degrees 00 minutes 00 seconds East 794.29 feet to a 2” stainless steel pipe
found (South 88 degrees East 791.0 feet record).

 

11.  Thence South
33 degrees 20 minutes 00 seconds East 1124.85 feet to a 2” stainless steel pipe
found (South 34 degrees East 1138.5 feet record).

 

12.  Thence South
80 degrees 05 minutes 43 seconds East 63.12 feet (East 445.5 feet record) to a
2” stainless steel pipe over 3/4” iron pin found.

 

13.  Thence North
34 degrees 15 minutes 59 seconds West 547.46 feet (North 35 degrees West 547
feet record) to a 2” stainless steel pipe over a 3/4” iron pin found.

 

14.  Thence South
89 degrees 41 minutes 02 seconds East 596.00 feet (East 596 feet record to a 1”
iron pipe set.

 

15.  Thence South
83 degrees 31 minutes 15 seconds East 938.94 feet (South 83 degrees 75 minutes
East 1025.5 feet record, to the centerline of S.R. 0036) to the point of
beginning. Containing 48.52 acres of land.

 

BEING Tax Parcel 6-18-151-E (Parcel 1),
32-322-121-A (Parcel 2) and 32-322-122-A (Parcel 3).

 

BEING the same premises which BP Exploration &
Oil Inc., an Ohio corporation by Deed dated 12/2/1993 and recorded 12/20/1993 in
the County of Jefferson in Deed Book 17 Page 39, conveyed unto TA
Operating Corporation, a Delaware Corporation, in fee.

 

4

 

A-108

 

	
   

  	
   

  	
  3.215 Harborcreek PA

  4050 Depot Road

  Erie, PA 16510

  (TCA Site No. 215 - Harborcreek)

  

 

Legal
Description

 

ALL THAT CERTAIN piece or parcel of land,
Situated in the Township of Harborcreek, County of Erie, Commonwealth of
Pennsylvania, being part of Tract #193 and #194, and more fully bounded and
described as follows, to wit:

 

BEGINNING at an existing iron pipe at the
intersection of the West line of Depot Road, Pennsylvania Route 531 (S.R. 0531)
with the North line of Interstate 90 (S.R. 0090), said existing iron pipe being
the Southeast corner of the parcel herein described; thence along the North
line of Interstate 90 (S.R. 0090) South 63 degrees 52 minutes 08 seconds West a
distance of 87.34 feet to a point; thence continuing along the same by a curve to  the
left having a radius of 1019.93 feet, an arc distance of 292.98 feet and a
chord distance of 291.97 feet with a direction of South 55 degrees 38 minutes
23 seconds West to a point; thence continuing along the same South 47 degrees
25 minutes 11 seconds West a distance of 670.03 feet to a point; thence
continuing along the same by a curve to the right having a radius of 1353.39
feet, an arc distance of 181.02 feet and a chord distance of 180.88 feet with a
direction of South 51 degrees 14 minutes 49 seconds West to a point; thence
continuing along the same South 34 degrees 55 minutes 16 seconds East a
distance of 42.93 feet to a point; thence continuing along the same South 58
degrees 32 minutes 46 seconds West a distance of 1425.52 feet to a point, being
the Southeast corner of the lands of now or formerly Clifford A. and Patricia
A. Cass; thence along the lands of Cass North 80 degrees 04 minutes 10 seconds
West a distance of 486.91 feet to an existing iron pin; being the Southwest
corner of the parcel herein described; thence continuing along the same North
02 degrees 26 minutes 11 seconds East a distance of 97.04 feet to an existing
(disturbed) stone monument; thence continuing along the same North 00 degrees
15 minutes 24 seconds East a distance of 1153.48 feet to an existing iron pin;
thence continuing along the same South 88 degrees 32 minutes 00 seconds East a
distance of 1203.86 feet to an existing iron pin; thence continuing along the
same North 00 degrees 36 minutes 28 seconds East a distance of 614.95 feet to
an existing iron pin; thence continuing along the same South 88 degrees 14
minutes 48 seconds East a distance of 66.08 feet to an existing iron pin on the
Western line of Lot #2 as shown on Plat of Survey entitled TRAVEL PORTS OF AMERICA, INC.,
SUBDIVISION 1-97, dated June 1997 and recorded in the Erie County
Courthouse in Erie County Plan Book   
page     , thence along said Lot #2 South 01 degrees
32 minutes 34 seconds West, a distance of 41.63 feet to an iron pin set, being
the Southwestern corner of said Lot #2; thence along the same and the North
line a 50 foot wide right of way (for future dedication to Harborcreek Township
for use as a Township Road) due East a distance of 545.25 feet to an iron pipe
set, being the Southeastern corner of said Lot #2; thence along the right of
way for future dedication due North a distance of 20.00 feet to an iron pipe
set; thence along the Eastern line of said Lot #2 North 35 degrees 49 minutes
42 seconds West a distance of 398.31 feet to an iron pipe set; thence along the
same North 00 degrees 22 minutes 50 seconds East a distance of 311.78 feet to
an existing iron pipe being the Southwest corner of the lands of now or
formerly Joseph Skindell; thence continuing along the lands of Skindell South
35 degrees 49 minutes 41 seconds East a distance of 687.61 feet to an existing
iron pin; thence continuing along the same North 20 degrees 11 minutes 55
seconds East a distance of 511.35 feet to a point in the center of Depot Road;
thence by and along the centerline of said Depot Road South 69 degrees 48
minutes 05 seconds East a distance of 262.86 feet to a point; thence by the
same South 66 degrees 22 minutes 00 seconds East a distance of 147.76 feet to a
point; thence by the same South 54 degrees 58 minutes 15 seconds East a
distance of 98.37 feet to a point; thence by the same South 35 degrees 46
minutes 30 seconds East a distance of 94.00 feet to a point; thence by the same
South 12 degrees 34 minutes 35 seconds East a distance of 85.00 feet to a point;
thence by the same South 0l degrees 34 minutes 32 seconds West a distance of
206.78 feet to a point; thence by the same South 01 degrees 35 minutes 38
seconds West a distance of 127.60 feet to a point; thence at a right angle to
the centerline of said Depot Road North 88 degrees 24 minutes 22 seconds West a
distance of 12.00 feet to a point; thence North 83 degrees 49 minutes 22
seconds West a distance of 46.00 feet to a point on the West line of Depot
Road; thence along the West line of Depot Road South 06 degrees 11 minutes 39
seconds West a distance of 133.09 feet to an existing iron pipe and place of
BEGINNING.

 

CONTAINING 66.79 acres of land be the same more
or less.

 

1

 

EXCEPTING THEREOUT
AND THEREFROM THE FOLLOWING:

 

1.  Deed
from Travel Ports of America, Inc. to R.W. Sidley, Inc., recorded
1/27/1998 in Record Book 539 page 2051.

 

2.  Deed
from TA Operating Corporation to SKNM, Inc., recorded 11/24/2004 in Record
Book 1192 page 1483.

 

3.  Deed
from TA Operating Corporation to Cleveland Brothers Equipment Co., Inc.,
recorded 01/06/2006 in Record Book 1299 page 406.

 

BEING Tax Parcel
No. 27-064-211.0-013.00.

 

BEING the same
premises which Travel Ports of America, Inc., a New York Corporation by
Deed dated 11/20/1997 and recorded 11/21/1997 in the County of Erie in Record
Book 530 page 1248, conveyed unto Travel Ports of America, Inc., a
New York Corporation, in fee.

 

AND the said Travel
Ports of America, Inc., a New York Corporation, has since merged with and
into TA Operating Corporation, a Delaware Corporation, by virtue of a
Certificate of Merger dated 6/3/1999 and recorded 6/15/1999 in Record Book 642
Page 2010.

 

2

 

A-109

 

	
   

  	
  3.213
  Greencastle, PA

  
	
   

  	
  10835
  John Wayne Drive

  
	
   

  	
  Greencastle,
  PA 17115

  
	
   

  	
  (TCA
  Site No. 213)

  

 

ALL
THAT CERTAIN real estate, lying and being in the Township of Antrim, Franklin
County, Pennsylvania bounded and described as follows, to wit:

 

BEGINNING
at an iron pin on the existing right of way line of Pennsylvania Route 16
and Easterly line of John Wayne Drive; T-358, thence along lands now or
formerly of C.W. Wayne Dahlstrom and the Easterly right of way of John Wayne
Drive along curve to the left, identified on a certain survey hereinafter
referred to as curve “C1”, said curve having a chord bearing of South 58
degrees 30 minutes 16 seconds West, a chord distance of 77.78 feet, a radius of
55 feet and an arc distance of 85.39 feet to a point; thence continuing along a
curve to the right, identified as curve “C5”, on said survey, said curve “C5”
having a chord bearing of South 23 degrees 38 minutes 37 seconds West, a chord
distance of 3.01 feet, a radius of 330 feet, and an arc distance of 3.01 feet
to a point; thence continuing along lands of the same and aforementioned right
of way South 23 degrees 54 minutes 18 seconds West 204.53 feet to a point of
lands now or formerly of John L. Grove; thence along lands of the same and
said right of way on a curve to the left identified as curve “C2” on aforesaid
survey, said curve “C2” having a chord bearing of South 08 degrees 18 minutes
19 seconds West a chord distance of 145.21 feet, a radius of 270 feet and an
arc distance of 147.02 feet to an iron pin, thence continuing along lands of
the same South 07 degrees 17 minutes 40 seconds East 321.62 feet to a nail and
cap at lands of John Wayne, Inc. and said right of way; thence continuing along
the same herein on a curve to the left, identified as curve “C3” on the
aforesaid survey, said curve “C3” having a chord bearing of South 18 degrees 22
minutes 53 seconds East a chord distance of 142.3 feet a radius of 330 feet and
an arc distance of 143.19 feet to an iron pin, thence along lands of the same
and said right of way, South 29 degrees 28 minutes 06 seconds East, 139.60 feet
to a point at lands of John Wayne Drive and along lands of John Wayne, Inc.
South 20 degrees 32 minutes 15 seconds West, 1369.94 feet to an existing iron
pin at corner of lands of John Wayne, Inc., and on line of lands now or formerly
of the Bowman Group LLP, thence along lands of the Bowman Group, North 48
degrees 58 minutes 15 seconds West, 621.75 feet to an existing iron pin in the
Easterly right of way line of Interstate Route 81; thence by the right of
way of Interstate Route 81, North 19 degrees 07 minutes 37 seconds East
647.92 feet to a point, thence by the same along the following courses and
distances: North 22 degrees 33 minutes 38 seconds East 150.27 feet, North 28
degrees 09 minutes 50 seconds East 101.86 feet, North 16 degrees 49 minutes 38
seconds East 149.52 feet, North 07 degrees 49 minutes 01 seconds East 25.50
feet, North 19 degrees 07 minutes 37 seconds East 25.00 feet, North 30 degrees
26 minutes 13 seconds East 50.99 feet, North 20 degrees 16 minutes 22 seconds East
250.05 feet, North 12 degrees 17 minutes 03 seconds East 125.90 feet, North 19
degrees 07 minutes 37 seconds East 225.00 feet, North 27 degrees 39 minutes 28
seconds East 101.12 feet, North 14 degrees 16 minutes 59 seconds East 118.42
feet, North 31 degrees 59 minutes 29 seconds East 42.90 feet to a point at the
right of way line of Pennsylvania Route 16; thence by right of way
Route 16 along a curve to the right, identified as curve “C4” on the said
survey said curve “C4” having a chord bearing of South 75 degrees 52 minutes 12
seconds East a chord distance of 39.30 feet, a radius of 5774.65 feet and an
arc distance of 39.30 feet to a point; thence by the same South 70 degrees 38
minutes 27 seconds East 50.62 feet to a point*; thence by the same South 76
degrees 29 minutes 43 seconds East 49.11 feet to the place of BEGINNING.

 

CONTAINING
23.4899 acres as per survey of Byers & Runyon Surveying, entitled
“Alta Survey for Travel Centers of America, Inc., dated April, 1999 and revised
May 24, 1999.

 

BEING
Tax Parcel No. A-17-62A.

 

BEING
the same premises which C.W. Wayne Dahlstrom and Lona L. Dahlstrom, his wife,
John L. Grove and Cora I. Grove, his wife by Deed dated 11/23/1988
and recorded 12/1/1988 in the County of Franklin in Deed Book 1035 page 1,
conveyed unto Roadway Realty, Inc., in fee.

 

AND
the said Roadway Realty, Inc. has since merged with and into Travel Ports of
America.

 

AND
the said Travel Ports of America, has since merged with and into TA Operating
Corporation, a Delaware Corporation by virtue of Articles of Merger dated
6/3/1999 and filed with the Secretary of State of Pennsylvania on 6/21/1999.

 

*thence
S 76° 29’ 4” E, 100’; thence S 87° 48’ 19”E 50.99’;

 

 

A-110

 

	
   

  	
   

  	
  3.012 Harrisburg, PA

  P.O. Box 6535

  7848 Linglestown Road

  Harrisburg, PA 17112

  (TCA Site No. 12)

  

 

Legal Description

 

TRACT NO. I:

 

ALL THAT CERTAIN tract of land situated in West Hanover Township, Dauphin
County, Pennsylvania, as shown on the Survey as prepared by Roy M. Benjamin
Associates, Inc., dated January 27, 1973, bounded and described as
follows, to wit:

 

BEGINNING at a iron pin at the intersection of the Western Right-of-Way
line of a proposed service road and the Northern Right-of-Way line of
Pennsylvania Legislative Route No. 22006 (Traffic Route 39); THENCE
extending (1) along said Northern Right-of-Way line of Pennsylvania
Legislative Route No. 22006 on a curve to the right, having a radius of 2,804.93 feet for the arc distance
of 135.37 feet (chord bearing and distance of said arc being North 67
degrees 52 minutes 00 seconds West, 135.35 feet) to a stake; THENCE
(2) still along said Northern Right-of-Way line of Pennsylvania
Legislative Route No. 22006, North 66 degrees 29 minutes 30 seconds West,
39.65 feet to an iron pin at the Southeast corner of lands now or formerly of
Paul L. Stough, et ux; THENCE (3) along said lands of Stough, North 29
degrees 02 minutes 43 seconds East, 228.81 feet to an iron pin in line of lands
now or formerly of Florence Horton; THENCE (4) along said lands of Horton,
South 89 degrees 00 minutes 00 seconds East, 200.00 feet to a post in line of
land now or formerly of William M. Collis; THENCE (5) along said lands of
Collis, South 05 degrees 14 minutes 00 seconds West, 163.00 feet to an iron pin
on the said Western Right-of-Way line of the proposed service road; and THENCE
(6) extending along said Western Right-of-Way line of proposed service
road, the following three (3) courses and distances: (a) South 85
degrees 53 minutes 00 seconds West 49.64 feet to an iron pin at a point of
curve; (b) in a Southwesterly direction on a curve to the left having a
radius of 80.00 feet for the arc distance of 91.40 feet (chord bearing and
distance for said arc being South 53 degrees 09 minutes 20 seconds West, 86.53
feet) to an iron pin; and (c) South 20 degrees 24 minutes 20 seconds West,
48.00 feet to the point and place of BEGINNING.

 

CONTAINING 1.225 acres. 

 

TRACT NO. II:

 

ALL THAT CERTAIN tract of land situated in West Hanover Township, Dauphin
County, Pennsylvania, as shown on the Survey as prepared by Roy M. Benjamin
Associates, Inc., dated January 27, 1973, bounded and described as
follows, to wit:

 

BEGINNING at an iron pin at
the intersection of the Eastern Right-of-Way line of a proposed service road
and the Northern Right-of-Way line of Pennsylvania Legislative Route
No. 22006 (Traffic Route 39); THENCE extending (1) along said Eastern
Right-of-Way line of a proposed service road in a Northeasterly direction on a
curve to the right having a radius of 40.00 feet for the arc distance of 45.72
feet (chord bearing and distance of said are being North 53 degrees 11 minutes
00 seconds East, 43.24 feet) to an iron pin; THENCE (2) still along said
Eastern Right-of-Way line of proposed
service road, North 85 degrees 53 minutes 00 seconds East, feet to an iron pin
in line of lands now or formerly of East, 43.06 feet to an iron pin in line of lands now or formerly of William M.
Collis; THENCE (3) along said lands of Collins, South 05 degrees 14
minutes 00 seconds West, 56.16 feet to an iron pin on the said Northern
Right-of-Way line of Pennsylvania Legislative Route No. 22006; and THENCE
(4) along said Northern Right-of-Way line of Pennsylvania Legislative
Route No. 22006, North 67 degrees 37 minutes 00 seconds West, 77.28 feet
to the point and place of BEGINNING.

 

CONTAINING 0.06 of an acre. 

 

TRACT NO. III:

 

ALL THAT CERTAIN tract of land situated in West Hanover Township, Dauphin
County, Pennsylvania, bounded and described in accordance with a Survey by
Gerald R. Grove, Registered Professional

 

1

 

Engineer, dated July 9, 1979, as follows, to wit:

 

BEGINNING at a point on the Northern Right-of-Way line of Route No. 39
(L.R. 22006) at lands of Truck Terminal Motel of America, Inc.; THENCE
along the same, North 00 degrees 10 minutes 02 seconds East, 136.66 feet to
lands of Dauphin County Industrial Development Authority; THENCE along same,
South 89 degrees East, 275.55 feet to an iron pin; THENCE along the same, South
26 degrees 49 minutes 52 seconds West, 229.09 feet to the said Route
No. 39; THENCE along the same, North 67 degrees 10 minutes 54 seconds
West, 187.14 feet to the place of BEGINNING.

 

CONTAINING .023 acres, more or less.

 

TRACT NO. IV:

 

ALL THAT CERTAIN tract or parcel of land situated in the Township of West
Hanover, County of Dauphin, Commonwealth of Pennsylvania, bounded and described
as follows, to wit:

 

BEGINNING at a point on the Northern Right-of-Way line of SR 0081
Interstate 81, said point being referenced 150.00 feet Northerly direction from
Station 643+21.91 of the South bound lane of Interstate 81; THENCE from the
point of beginning along the Northern Right-of-Way line of Interstate 81, the
following courses: South 46 degrees, 58 minutes, 26 seconds West, for a
distance of 121.91 feet to a point; THENCE North 43 degrees, 01 minute, 34
seconds West, for a distance of 20.00 feet to a point; THENCE South 46 degrees,
58 minutes, 26 seconds West, for a distance of 250.00 feet to a point; THENCE
North 43 degrees, 01 minute, 34 seconds West, for a distance of 10.00 feet to a
point; THENCE South 46 degrees, 58 minutes, 26 seconds West, for a distance of
450.00 feet to a point; THENCE South 43 degrees, 01 minute, 34 seconds East,
for a distance of 56.64 feet to a point; THENCE South 50 degrees, 38 minutes,
09 seconds West, for a distance of 232.15 feet to a point; THENCE along Ramp
“C” of SR 0081 Interstate 81, the following courses; THENCE along an arc of a
curve, curving to the right, having a radius of 1352.69 feet, an arc length of
332.68 feet, the chord of which being, South 57 degrees 40 minutes, 54 seconds
West, for a distance of 331.84 feet to a point; THENCE South 64 degrees, 43
minutes, 38 seconds West, for a distance of 1373.66 feet to a point; THENCE
along an arc of a curve, curving to the right, having a radius of 520.00 feet,
an arc length of 277.27 feet, the chord of which being, South 82 degrees, 00
minutes, 03 seconds West, for a distance of 273.96 feet to a point; THENCE
North 84 degrees, 43 minutes, 33 seconds West, for a distance of 289.06 feet to
a point; THENCE along an arc of a curve, curving to the right, having a radius
of 2756.93 feet, an arc length of 8.46 feet, the chord of which being North 78
degrees, 42 minutes, 53 seconds West, for a distance of 8.46 feet to a point;
THENCE along a Right-of-Way of a service road that serviced part of this
property, along an arc of curve, curving to the right, having a radius of 40.00
feet, an arc length of 45.66 feet, the chord of which being North 44 degrees,
35 minutes, 27 seconds East, for a distance of 43.22 feet to a point; THENCE
North 77 degrees, 17 minutes 20 seconds East, for a distance of 41.50 feet to a
point; THENCE North 01 degree, 38 minutes, 57 seconds West, for a distance of
40.76 feet to a point; THENCE South 77 degrees, 17 minutes, 20 seconds West,
for a distance of 49.32 feet to a point; THENCE along an arc of a curve,
curving to the left, having a radius of 80.00 feet, an arc length of 91.46
feet, the chord of which being South 44 degrees, 32 minutes, 20 seconds West,
for a distance of 86.56 feet to a point; THENCE South 11 degrees, 47 minutes 20
seconds West, for a distance of 47.93 feet to a point on the Northern
Right-of-Way line of Linglestown Road (SR 0039); THENCE in a Northwesterly
direction along an arc of curve, curving to the right, having a radius of
2804.93 feet, an arc length of 135.30 feet; the chord of which being North 76
degrees 25 minutes, 12 seconds West, for a distance of 135.36 feet to a point;
THENCE North 75 degrees, 02 minutes, 14 seconds West, for a distance of 225.90
feet to a point; THENCE along land now or formerly of C&G Realty Co., North
05 degrees, 52 minutes, 51 seconds West, for a distance of 1040.59 feet to a
found iron pin; THENCE along land now or formerly of Frank and Linda Mediate,
South 68 degrees, 56 minutes, 33 seconds East, for a distance of 525.29 feet to
a found iron pin; THENCE along same, North 79 degrees 53 minutes, 14 seconds
East, for a distance of 1302.08 feet to a

 

2

 

found iron pin; THENCE along land now or formerly of Richard and Clare
Martin, the following courses, North 75 degrees, 37 minutes, 55 seconds East,
for a distance of 310.66 feet to a found iron pin; THENCE North 70 degrees, 18
minutes, 48 seconds East, for a distance of 91.21 feet to a found iron pin;
THENCE North 76 degrees, 57 minutes, 44 seconds East, for a distance of 809.85
feet to a found stone; THENCE North 74 degrees, 53 minutes, 46 seconds East,
for a distance of 353.67 feet to a found stone; THENCE North 88 degrees 28
minutes, 41 seconds East, for a distance of 66.82 feet to a point, the Point of
BEGINNING.

 

CONTAINING 54.003 acres of land. 

 

ALSO BEING INSURED AS FOLLOWS:

 

ALSO ENCUMBERING THE FOLLOWING DESCRIBED LAND TO THE EXTENT NOT INCLUDED IN
THE AFOREDESCRIBED LAND:

 

ALL THAT CERTAIN tract of land situated in West Hanover Township, Dauphin
County, Pennsylvania, as shown on the Survey as prepared by Roy M. Benjamin
Associates, Inc., dated January 27, 1973, bounded and described as
follows, to wit:

 

BEGINNING at a point on the Northern side of Legislative Route
1005, Interstate 81; THENCE North 02 degrees 23 minutes East, a distance
of 240.00 feet: THENCE South 89 degrees 30 minutes West, a distance of 486.75
feet; THENCE North 01 degree 30 minutes West, a distance of 810.15 feet; THENCE
North 00 degrees 15 minutes East, a distance of 123.75 feet; THENCE South 60
degrees 30 minutes East, a distance of 549.95 feet; THENCE North 85 degrees 30
minutes East, a distance of 1617.00 feet; THENCE North 58 degrees 00 minutes
East, a distance of 85.8 feet; THENCE North 82 degrees 00 minutes East, a distance
of 841.5 feet; THENCE North 80 degrees 30 minutes East, a distance of 346.5
feet; THENCE South 88 degrees 00 minutes East, a distance of 61.0 feet; THENCE
along the Northern Right-of-Way of Legislative Route 1005, Interstate 81,
by the following thirteen (13) courses: South 51 degrees 30 minutes West, a
distance of 121.0 feet; THENCE North 38 degrees 30 minutes West, a distance of
18.0 feet; THENCE South 51 degrees 30 minutes West, a distance of 250.0 feet;
THENCE North 38 degrees 30 minutes West, a distance of 10 feet; THENCE South 51
degrees 30 minutes West, 450.3 feet; THENCE South 38 degrees 30 minutes East, a
distance of 57.0 feet; THENCE South 56 degrees 57 minutes 25 seconds West, a
distance of 267.04 feet; THENCE by a curve concaved to the North having a
radius of 1335.00 feet, and an arc length of 233.16 feet, a central angle of 10
degrees 00 minutes 25 seconds, a tangent of 116.88 feet and a chord length of 232.88
feet; THENCE South 66 degrees 57 minutes West, a distance of 433.12 feet;
THENCE by a curve concaved to the North having a radius of 2291.0 feet, and an
arc length of 155.94 feet, a central angel of 03 degrees 54 minutes 00 seconds,
a tangent of 78.00 feet, a chord length of 155.91 feet; THENCE South 71 degrees
51 minutes West, a distance of 737.68 feet; THENCE by a curve concaved to the
North having a radius of 820.00 feet, and an arc length of 375.92 feet, a
central angle of 26 degrees 16 minutes 00 seconds, a tangent of 191.32 feet and
a chord length of 372.64 feet; THENCE North 81 degrees 53 minutes West, a
distance of 233.68 feet to the point and place of BEGINNING.

 

CONTAINING 52.69005 acres. 

 

BEING Tax Parcel 68-020-011

 

BEING as to Tracts I, II, and III the same premises which Truckstops
Corporation of American, by Deed dated 12/09/1993 and recorded 12/15/1993 in
Dauphin County at Record Book 2127 page 176, granted and conveyed unto TA
Operating Corporation, a Delaware Corporation, in fee.

 

BEING as to Tract IV the same premises which Truckstops Corporation of
America, by Quit Claim Deed dated 12/09/1993 and recorded 12/15/1993 in Dauphin
County at Record Book 2127 page 181, granted and conveyed unto TA
Operating Corporation, a Delaware Corporation, in fee.

 

3

 

ALSO BEING as to Tract IV the same premises which
BP Oil & Exploration Inc., by Quit Claim Deed dated 12/09/1993 and
recorded 12/15/1993 in Dauphin County at Record Book 2127 page 196, granted
and conveyed unto TA Operating Corporation, a Delaware Corporation, in fee.

 

ALSO BEING the same premises which BP
Oil & Exploration Inc., by Deed dated 12/09/1993 and recorded
12/15/1993 in Dauphin County at Record Book 2127 page 192, granted and
conveyed unto TA Operating Corporation, a Delaware Corporation, in fee.

 

4

 

A-111

 

	
   

  	
  3.067 Barkeyville, PA

  5644 SR 8  

  P.O. Box 333B
  

  Harrisville, PA 16038  

  (TCA Site No. 67 - Barkeyville)

  

 

Legal Description

 

ALL THAT CERTAIN parcel or parcels of land situate in Barkeyville Borough,
Venango County Pennsylvania, bounded and described as follows:

 

PARCEL 1:

 

BEGINNING at the intersection of the centerline of State Route 8 (SR0008)
and the centerline of Township Road No. 313 (T-313); thence South 86
degrees 29 minutes 31 seconds West along the centerline of T-313 a distance of
1853.15 feet to a point; thence continuing along the centerline of T-313 along
the arc of a curve to the left said curve having a radius of 2121.15 feet, a
chord of 230.56 feet and a chord bearing of South 83 degrees 22 minutes and 35
seconds West, a distance of 230.67 feet to a point; thence South 80 degrees 15
minutes 40 seconds West continuing along the centerline of T-3131 a distance of
187.00 feet to a point; thence continuing along the centerline of T-313 along
the arc of a curve to the right said curve having a radius of 1850.47 feet, a
chord of 142.85 feet and a chord bearing of South 82 degrees 28 minutes 23
seconds West, a distance of 142.88 feet to a point; thence North 0 degreed 20
minutes 56 seconds West a distance of 948.80 feet to a point; thence South 86
degrees 12 minutes 33 seconds West a distance of 192.58 feet to a point; thence
North 0 degrees 03 minutes 28 seconds East a distance of 819.63 feet to the
South right-of-way line of Interstate Route 80 (I-80); thence along the South
line of I-80 along the arc of a curve to the right said curve having a radius
of 3711.83 feet, a chord of 73.28 feet and a chord bearing of South 71 degrees
46 minutes 57 seconds East a distance of 73.28 feet to a point; thence South 71
degrees 13 minutes 01 seconds East along the South line of I-80 a distance of
258.69 feet to a point; thence South 0 degrees 20 minutes 10 seconds East a
distance of 541.28 feet to a point; thence North 88 degrees 48 minutes 44
seconds East a distance of 1773.00 feet to the South right-of-way line of interstate
80 eastbound exit ramp; thence South 75 degrees 03 minutes 00 seconds East
along the South line of I-80 eastbound exit ramp a distance of 511.11 feet to
the centerline of State Route 8; thence South 3 degrees 42 minutes 59 seconds
West along the centerline of Route 8 a distance of 234.18 feet to a point;
thence continuing along the centerline of Route 8 along the arc of curve to the
right said curve having a radius of 5729.65 feet, a chord distance of 419.91
feet and a chord bearing of South 5 degrees 48 minutes 59 seconds West a
distance of 420.01 feet to a point; thence South 7 degrees 54 minutes 59
seconds West along the centerline of Route 8, a distance of 140.47 feet to the
centerline of Township Road No. 313 and the point of beginning.

 

CONTAINING 61.040 acres of land more or less.

 

PARCEL 2:

 

BEGINNING at Northwest corner of land now or formerly of C.P. Gritz maker at
the Southwest corner of land now or formerly of D. Hilliard and the Southeast
corner of land now or formerly of W.P. Wheildon; thence South 0 degrees 20
minutes 10 seconds East a distance of 342.28 feet to the North right-of-way
line of interstate 80 (I-80); thence North 71 degrees 13 minutes 01 seconds
West along the North line of I-80 a distance of 249.15 feet to a point; thence
continuing along the North line of I-80 along the arc of a curve to the left
said curve having a radius of 4027.83 feet, a chord of 179.33 feet and a chord
bearing of North 72 degrees 29 minutes 33 seconds West an arc distance of
179.34 feet to a point; thence North 0 degrees 03 minutes 28 seconds East a
distance of 208.92 feet to a point; thence South 89 degrees 53 minutes 06 seconds
East a distance of 404.68 feet to the Northwest corner of land now or formerly
of C.P. Gritzmaker and the point of beginning.

 

CONTAINING 2.552 acres of land more or less.

 

ALSO ENCUMBERING THE FOLLOWING DESCRIBED LAND TO THE EXTENT NOT INCLUDED IN
THE AFOREDESCRIBED LAND:

 

1

 

ALL THAT CERTAIN piece or parcel of land, SITUATE
in the Borough of Barkeyville, formerly the Township of Irwin, County of
Venango, Commonwealth of Pennsylvania, bounded and described as follows:

 

BEGINNING at a point in the center of Legislative
Route 233 (Traffic Route 8) at its intersection with Township Road
No. 313; thence South 85 degrees 22 minutes West along the center line of
Township Road 313, for a distance of 2000.00 feet to a point in the center of
Township Road 313; thence South 78 degrees 2 minutes West (interior angle 187
degrees 20 minutes along the Township Road 313 for a distance of 419.2 feet to
a point in the center of Township Road 313; thence North 01 degrees 30 minutes
West (interior angle 79 degrees 32 minutes) for a distance of 958.2 feet to an
iron pin; thence North 99 degrees 1 minute West (interior angle 266 degrees 31
minutes) for a total distance of 193.0 feet to an iron pin; thence North 05
degrees 45 minutes east (interior angle 86 degrees 14 minutes) for a distance
of 1359.0 feet to a stone with a chiseled cross and guarded with an iron pin;
thence South 84 degrees 15 minutes East (interior angle 90 degrees 0 minutes)
for a distance of 405.0 feet to an iron pin; thence South 01 degrees 25 minutes
West (interior angle 94 degrees 20 minutes) for a distance of 1183.1 feet to an
iron pin; thence North 87 degrees 39 minutes East; (interior angle 273 degrees
46 minutes) for a distance of 2176.0 feet to a point in the center of
Legislative Route 233 (Traffic Route 8); thence South 02 degrees 30 minutes West
(interior angle) 85 degrees 09 minutes along the centerline of L.R. 233 for a
distance of 581.92 feet to a point on L.R. 233; thence South 06 degrees 42
minutes West (interior angle 175 degrees 48 minutes) for a distance of 355.22
feet to said point of beginning (interior angle 101 degrees 20 minutes).

 

EXCEPTING AND RESERVING, from the above-described
premises, that portion of the property that was conveyed to the Pennsylvania
Department of Highways.

 

BEING Map No. 31-001-018 (Parcel 1) and
31-001-009 (Parcel 2).

 

BEING AS TO PARCEL 1 the same premises which BP
Exploration & Oil, Inc., an Ohio Corporation, successor in
interest to Boron Oil Company by Deed dated
12/3/1993 and recorded 12/15/1993 in the County of Venango in Deed Book 963
page 917, conveyed unto TA Operating Corporation, a Delaware Corporation,
in fee.

 

BEING AS TO PARCEL 2 the same premises which BP
Exploration & Oil, Inc., an Ohio Corporation, successor in
interest to Boron Oil Company by Deed dated 12/2/1993 and recorded 12/15/1993
in the County of Venango in Deed Book 963 page 913, conveyed unto TA
Operating Corporation, a Delaware Corporation, in fee.

 

2

 

A-112

 

	
   

  	
   

  	
  3.068 Lamar, PA

  
	
   

  	
   

  	
  5600 Nittany Valley Drive

  
	
   

  	
   

  	
  P.O. Box 278

  
	
   

  	
   

  	
  Lamar, PA 16848

  
	
   

  	
   

  	
  (TCA Site No. 68)

  

 

Legal Description

 

ALL THAT CERTAIN piece, parcel and lot of land
situate in Porter Township, Clinton County, Commonwealth of Pennsylvania bounded
and described as follows:

 

BEGINNING at a point at the intersection of the
easterly right of way line of S.R. 0054 (50.00 feet from centerline) with the
southerly right of way line of Ramp D of S.R. 0080 (90.00 feet from
centerline).

 

THENCE from said, point of beginning and
continuing along said southerly right of way line of Ramp D of S.R. 0080 North
72 degrees 04 minutes 26 seconds East, 1212.09 feet to set an iron pin.

 

THENCE along the line of lands of Ralph
E. & Verna R. Dotterer by the following five courses and distances:

 

1.   South 32 degrees 32 minutes 00 seconds East, 798.00 feet to a set
iron pin.

 

2.   South 29 degrees 05 minutes 00 seconds West, 680.00 feet to a set
iron pin.

 

3.   South 47 degrees 01 minutes 10 seconds West, 1828.25 feet to a set
iron pin.

 

4.   North 26 degrees 52 minutes 57 seconds West, 432.25 feet to a
point in the center of S.R. 0064, said point being further located North 30
degrees 23 minutes 36 seconds East 525.63 feet from the intersection of the
centerline of S.R. 0064 with the centerline of former L.R. 18044, said
Intersection being the southwesterly corner of lands of Ralph E. &
Verna R. Dotterer as described in D.B. 265 P. 1030.

 

THENCE continuing along the centerline of S.R.
0064 North 30 degrees 23 minutes 36 seconds East, 1116.83 feet to the point of
beginning.

 

CONTAINING therein 68.262 acres of land as above
described.

 

THE above described property is that same as
described in First American Title Insurance Company Commitment No. ALS-226.

 

ALSO encumbering the following described land to
the extent not Included in the afore described land: 

 

PARCEL NO. 1:

 

ALL THOSE (3) CERTAIN pieces or parcels of
land situate in Porter Township, Clinton County, Pennsylvania, bounded and
described as follows, to wit:

 

NO. 1 All That Certain piece or parcel of land
situate on the South side of the State Highway, Route No. 64, known as the
Turnpike, bounded and described as follows, to wit:

 

BEGINNING at a post on the South side of the said
State Highway, Route No. 64, on corner of land formerly of Herbert Hayes,
now or late of George Cummo; thence along line of land now or late of George
Cummo and also along line of land formerly of Edward Maurer, now or late of
Ralph Funk, South 27-1/2 degrees East, a distance of ninety (90) perches to a
line on corner of land now or late of Ralph Funk and land formerly of Llyod
Maurer, now or late of Harry Shilling; thence along said line, North 63-1/2
degrees East, a distance of one hundred two and 8/10 (102.8) perches to a post
on corner of land now or late of Harry Shilling; thence along line of land now
or late of Thomas Richell and land formerly of Lavine Smith, now or late of
Willard E. Smith, North 27-1/2 degrees West, a distance of one hundred
thirty-nine and one-half (139-1/2) perches to a post on the South side of State
highway, Route No. 64; and thence along said State Highway, South 38
degrees West, a distance of one hundred thirteen and one-half (113-1/2) perches
to a post, the place of beginning. Containing seventy-three (73) acres, more

 

1

 

or less.

 

EXCEPTING AND RESERVING, therefrom and thereout
that portion of the above described premises taken for highway purposes and
containing one (1) acre, more or less.

 

NO. 2 BEGINNING at a stone corner on line of land
now or late of Thomas Richell and being also a corner of the land now or late
of the Shilling Estate; thence along land now or late of the said Thomas
Richell. North 29-1/4 degrees West, a distance of forty-five (45) perches to a
stone; thence along land formerly of A. N. Heckman, now or late of C; L.
Strunk, South 61-3/4 degrees West, a distance of forty-two and eight-tenths
(42.8) perches to a stone; thence along land now or late of C.L. Strunk, South
29-1/4 degrees East, a distance of forty-four and seven-tenths (44.7) perches
to a stone in lane; thence along land now or late of A.D. Moyer and Shilling
Estate, North 62-1/4 degrees East, a distance of forty-two and eight-tenths
(42.8) perches to a stone, the place of beginning containing twelve (12) acres,
neat measure.

 

NO. 3 BOUNDED on the North by lands now or late
of Llyod Maurer; on the West by land now or late of John Shilling, deceased; on
the South by lands now or late of J.M. Dumm; and on the East by lands now or
late of Thomas Rishell. Containing three (3) acres, more or less.

 

BOUNDED on the North by lands now or late of Llyod
Maurer; on the West by lands now or late of A.D. Moyer; on the South by lands
now or late of J. M. Dumm; and
on the East by lands now or late of the Shilling Estate. Containing five
(5) acres, more or less.

 

The Three (3) above described parcels of
land are also described according to a survey thereof made by Westmoreland
Engineering Co., Inc., dated December 1966, as follows:

 

BEGINNING at a point In the Center Line of
Pennsylvania State Highway L.R. 58 (T.R. 64); thence along lands now or
formerly of Dale E. Bair and Mary A. Bair, S. 34 degrees 20 minutes 25 seconds
E, a distance of 2274.55 feet to a point; thence 34 degrees 20 minutes 25
seconds E, a distance of 29.74 feet to a point; thence 34 degrees 32 minutes 46
seconds E, a distance of 1309.60 feet to a point; thence 56 degrees 53 minutes
00 seconds W, a distance of 623.62 feet to a point; thence N 34 degrees 52
minutes 35 seconds W, a distance of 551.57 feet to a point; thence 56 degrees
38 minutes 39 seconds W, a distance of 75.11 feet to a point; thence N 35
degrees 00 minutes 10 seconds W, a distance of 746.44 feet to a point; thence S
54 degrees 33 minutes 28 seconds W, a distance of 988.59 feet to a point;
thence N 34 degrees 29 minutes 02 seconds W, a distance of 1503.18 feet to a
point in the Center Line of Pennsylvania State Highway L.R. 58 (T.R. 64);
thence along the Center Line of State Highway, N 30 degrees 25 minutes 09
seconds E, a distance of 952.64 feet to a point ; thence continuing along the
Center Line of said Highway, N 30 degrees 28 minutes 24 seconds E. a distance
of 926.48 feet to the place of beginning. The above described tract contains
94.082 acres.

 

Excepting And Reserving therefrom and thereout
approximately 1/36 of an acre taken by the Commonwealth of Pennsylvania for the
construction of Interstate Highway 80.

 

PARCEL NO. 2: 

 

FIRST:

 

ALL THAT CERTAIN LOT OR TRACT OF LAND situate in
the Township of Porter, County of Clinton and Commonwealth of Pennsylvania,
bounded and described as follows:

 

2

 

BEGINNING at a point in the center line of
Pennsylvania State of Highway Legislative Route 58 (Traffic Route 64); thence
along lands now or formerly of J. Gaylord Confer and Fannie J. Confer, South 34
degrees 20 minutes 25 seconds East a distance of 162.37 feet to a point, said
point being on the legal right-of-way line for limited Access for Pennsylvania
State Highway Legislative Route 1009, Section 45 (Interstate Route 80) and
also being the place of beginning; thence along said right-of-way line, North
72 degrees 07 minutes 06 seconds East, a distance of 1181.30 feet to a point;
thence continuing along said right-of-way line on a curve to the left having an
arc length of 372.22 feet and a radius of 3969.83 feet (chord bearing North 74
degrees 57 minutes 34 seconds East - chord length 372.10 feet) to a point;
thence along lands now or formerly of Aaron Stem, South 34 degrees 43 minutes 02
seconds East, a distance of 643.15 feet to a point; thence along same lands,
north 57 degrees 39 minutes 47 seconds East, a distance of 294.07 feet to a
point; thence along same lands South 33 degrees 23 minutes 10 seconds East a
distance of 1072.12 feet to a stone; thence along lands now or formerly of
Mabel Dumm and Thomas Rishel, South 56 degrees 30 minutes 30 seconds West a
distance of 1764.29 feet to a point; thence along lands now or formerly of J.
Gaylord Confer and Fannie J. Confer, north 34 degrees 20 minutes 25 seconds
West, a distance of 2112.18 feet to the place of beginning.

 

THE above described tract contains 71.9259 acres.

 

SECOND:

 

ALL THAT CERTAIN TRACT OF LAND situate in the
Township of Porter, County of Clinton, and Commonwealth of Pennsylvania,
bounded and described as follows:

 

BEGINNING at a point in the Southeasterly line of
Pennsylvania State Highway Legislative Route 58 (Traffic Route 64), 80 feet
wide, at the Westerly line of land now or late of Aaron Stem; thence along said
land South 34 degrees 43 minutes 02 seconds East 685.72 feet to a point on the
Northerly right-of-way line of State Highway Legislative Route 1009 (also known
as Interstate Route 80); thence by said right-of-way line Westwardly by a curve
to the right having a radius of 2794.93 feet and an arc length of 408.16 feet
(chord bearing South 84 degrees 089 minutes 49 seconds West, chord length
407.80 feet) to a point; thence continuing by said right-of-way line South 88
degrees 20 minutes 30 seconds West 194.55 feet to the line of land of Willard
E. Smith; thence by said land of Smith, the following two courses and
distances; North 36 degrees 23 minutes 56 seconds East 157.63 feet to a point;
thence North 58 degrees 42 minutes 03 seconds West 138.02 feet to a point in the
Southeasterly line of State highway legislative Route 58; thence along said
line of said Highway, North 30 degrees 28 minutes 24 seconds East 139.31 feet
to a point; thence continuing along said Highway, by a curve to the left having
a radius of 7679.49 feet and an arc length of 334.66 feet (chord bearing North
29 degrees 13 minutes 29 seconds East, chord length 334.65 feet) to the place
of beginning.

 

CONTAINING 4.5659 acres.

 

EXCEPTING AND RESERVING from the above described
parcel the following two (2) parcels:

 

1)        Deed of Boron Oil Company to Tri-County Oil Corporation,
dated 12/6/1972 and recorded in Clinton County, Pennsylvania, in Deed Book 239
page 866.

 

2)        Deed of Ohio Oil Company (formerly B. P. Oil Inc., formerly
Boron Oil Company), dated 10/29/1987, and Page 834.

 

ALSO Excepting and Reserving from both Parcels 1
and 2 above 97.354 acres conveyed by B.P. Oil Company, Inc. (formerly
Boron Oil Company) to Ralph E. Dotterer and Verna R. Dotterer, his wife, on
4/18/1978, in Clinton County, Pennsylvania, in Deed Book 265 Page 1030.

 

ALSO Excepting and Reserving from the above
described premises the following two (2) parcels:

 

3

 

1)      Deed to the Commonwealth of Pennsylvania, Department of
Transporation recorded 2/23/2001 in Instrument No. 2001-809.

 

2)      Deed to East Nittany Valley Joint Municipal Authority recorded 05/16/2001
in Instrument No. 2001-2207.

 

TOGETHER with the benefits and subject to the
burdens for the reservation of drainage right of way and water well as reserved
in deed from B.P. Oil Company, Inc. (formerly Boron Oil Company) to Ralph
E. Dotterer and Verna R. Dotterer, his wife, on 4/18/1978, in Clinton County
Pennsylvania, in Deed Book 265 Page 1030.

 

BEING Tax Parcel No 02-01-0021.

 

BEING the same premises which BP
Exploration & Oil Inc., an Ohio Corporation by Deed dated 12/9/1993
and recorded 12/15/1993 in the County of Clinton in Record Book 655
Page 153, conveyed unto TA Operating Corporation, a Delaware Corporation, in
fee.

 

ALSO BEING the same premises which BP
Exploration & Oil Inc., an Ohio Corporation, by Quit Claim Deed dated
12/9/1993 and recorded 12/15/1993 in the County of Clinton in Record Book 655
Page 161, conveyed unto TA Operating Corporation, a Delaware Corporation,
in fee.

 

4

 

A-113

 

	
   

  	
  3.214 Milesburg, PA

  
	
   

  	
  875 N. Eagle Valley Rd.

  
	
   

  	
   

  	
  P.O. Box 656

  
	
   

  	
  Milesburg, PA 16853

  
	
   

  	
  (TCA Site No. 214)

  
			

 

Legal Description

 

ALL THAT CERTAIN piece, parcel or tract of land
located in Boggs Township, Centre County, Pa. bounded and described as follows:

 

BEGINNING at a railroad spike set on the
southeasterly right-of-way line of State Route 0150 at it’s intersection with
the centerline of the right-of-way of Township Route 644; thence running along
said centerline South 58 degrees 10 minutes 21 seconds East 522.29 feet to a
railroad spike set; thence running along the same South 53 degrees 42 minutes
21 seconds East 106.16 feet; thence running along the same South 33 degrees 45
minutes 21 seconds East 98.27 feet to a railroad spike set on the Northwesterly right-of-way of Seda-Cog Joint
Rail Authority; thence running along said right-of-way of said railroad South
62 degrees 10 minutes 39 seconds West 1570.86 feet to a steel pin set  of
the Southeasterly right-of-way line of State Route 0150; thence running long
said right-of-way following a curve to the left, said curve having a delta
angel of 11 degrees 03 minutes 11 seconds, a radius of 1226.28 feet, a curve
length of 236.56 feet and along chord bearing of North 40 degrees 29 minutes 36
seconds East 236.20 feet to a steel pin set; thence running along the same
North 34 degrees 58 minutes 00 seconds East 91.65 feet to a railroad spike set;
thence running along the same North 55 degrees 02 minutes 00 seconds West 10.00 feet to a railroad spike set; thence
running along the same North 34 degrees 58 minutes 00 seconds East 900.00 feet
to a steel pin set; thence running along the same North 55 degrees 02 minutes
00 seconds West 10.00 feet to a steel pin set; thence running along the same
North 34 degrees 58 minutes 00 seconds East 177.90 feet to a railroad spike set
to the place of beginning.

 

CONTAINING 11.570 acres of land. 

 

BEING Tax Parcel No. 7-8-95.

 

BEING PART OF the same premises which
Interstate Traveller Services, Inc., a Pennsylvania Corporation by Deed
dated 2/10/1992 and recorded 5/18/1992 in the County of Centre In Record Book
629 page 202, conveyed unto Travel Ports of America, Inc. f/k/a
Roadway Motor Plazas Inc., a New York Corporation, in fee.

 

AND the said Travel Ports of America, Inc.,
a New York Corporation, has since merged with and into TA Operating
Corporation, a Delaware Corporation by virtue of a Certificate of Merger dated
6/3/1999 and recorded 6/23/1999 in Record Book 1095 Page 117.

 

 

A-114

 

	
   

  	
   

  	
  3.025 Spartanburg, SC

  
	
   

  	
   

  	
  1402 E. Main Street

  
	
   

  	
   

  	
  Duncan, SC 29334

  
	
   

  	
   

  	
  (TCA Site No. 25 — Spartanburg)

  

 

PROPERTY
DESCRIPTION

 

Tax Map No. 5-25-00-122.00

 

All that certain piece, parcel or tract of land
together with improvements thereon, situate, lying and being located in
Spartanburg County, South Carolina, western side of the intersection of SC
Highway 290 and Interstate Highway 85 as more particularly shown on that
certain ALTA/ACSM Land title survey prepared by International Land Surveying, Inc.,
by Joseph H. Parker, Surveyors License No. L-11593 dated August 31,
1993, with the following metes and bounds as shown on said survey:

 

BEGINNING at an iron rod in the southern
right-of-way Line of SC Highway 290 (83 feet from center), at its intersection
with the western right-of-way line of Interstate Highway 85 and runs thence
with the west right-of-way line of Interstate 85, the same being about 1 foot
west of the control access fence the following courses and distances: South 41
degrees 14 minutes 36 seconds West 315.89 feet to an iron rod, South 39 degrees
30 minutes 02 seconds West 306.28 feet to an iron rod, South 43 degrees 39
minutes 02 seconds West 195.12 feet to an iron rod, South 48 degrees 56 minutes
26 seconds West 188.30 feet to an iron rod, South 52 degrees 07 minutes 47
seconds West 188.91 feet to an iron rod and South 52 degrees 07 minutes 25
seconds West 308.25 feet to an existing iron pipe in the western right-of-way
line of Interstate Highway 85; thence North 38 degrees 26 minutes 11 seconds
West 728.85 feet to an existing iron pipe in the east line of the right-of-way
for Inglesby Parkway; thence along said line North 45 degrees 52 minutes 11
seconds East 820.04 feet to an iron rod in said line at its intersection with
the new right-of-way line (50 feet from center) of Inglesby Parkway; thence
with said new east right-of-way line of Inglesby Parkway North 47 degrees 02
minutes 05 seconds East 41.31 feet to a nail in said right-of-way line; thence
continuing with said east right-of-way line North 44 degrees 44 minutes East
42.36 feet to an iron rod in said right-of-way Line; thence leaving said new
right-of-way end with the original right-of-way North 45 degrees 52 minutes 11
seconds East 307.45 feet to a nail; thence continuing with said old
right-of-way of Inglesby Parkway North 45 degrees 36 minutes 02 seconds East
189.29 feet to an iron rod in said right-of-way at its intersection with the
new right-of-way for a site distance between Inglesby Parkway and SC Highway
290; thence with said site distance South 80 degrees 06 minutes 35 seconds East
100.19 feet to an iron rod where said site distance intersects the south
right-of-way line of SC Highway 290; thence with the south right-of-way line of
SC Highway 290 the following courses and distances: South 43 degrees 43 minutes
48 seconds East 5.74 feet to an iron rod, South 41 degrees 02 minutes 45
seconds East 211.23 feet to a con nail, South 38 degrees 23 minutes 27 seconds
East 149.66 feet to a con nail, South 41 degrees 38 minutes 54 seconds East
190.13 feet to a con nail and South 43 degrees 45 minutes 47 seconds East 86.8
feet to the point of beginning, containing 25.733 acres, more or less.

 

1

 

ALSO: All that parcel of land in Spartanburg
County, South Carolina, situate at the southwest corner of the intersection of
US Highway Interstate 85 and South Carolina Highway No. 290, designated as
Tract 1-A, containing 30.06 acres, more or less, on a plat made for Oehmig Oil
Co., Inc. By Neil R. Phillips, Surveyor, dated February 18, 1972 and
recorded in Plat Book 67 at pages 16 and 17, and having according to said
plat the following metes and bounds, to-wit:

 

BEGINNING at a bolt in the center line of South
Carolina Highway No. 290, 309 feet northwesterly from the center line of I-85
at the point were I-85 is crossed by Highway 290, and running S 46-53 W 502.4
feet with highway right-of-way to a concrete monument; thence the following six
courses continuing with the right-of-way of I-85, S. 37-20 W 166.3 feet; S
35-32 W 135.5 feet; S 47-20 W 198.4 feet; S 51-15 W 196.8 feet; S 50-55 W 263.2
feet; S 52-43 W 125.4 feet to an iron pin; thence leaving the right-of-way and
running N 38-26 W 947.7 feet to an iron pin; thence N 55-44 E 1207.5 feet to an
iron pin; thence N 45-36 E 301.2 feet to a nail and cap in center line of South
Carolina Highway No. 290; thence with center line of Highway 290, S 43-07
E 758.8 feet to the beginning.

 

LESS AND EXCEPTED THEREFROM is all that certain
tract or parcel ofland in Spartanburg County, South Carolina described as
follows: From an old iron pin and common corner of properties of Oehmig Oil
Co., Inc. and Allen J. Inglesby at the right of way of SC Highway 290,
thence S 45-36 W for a distance of 263.62 feet to an old iron pin and common
corner of properties of Oehmig Oil Co., Inc. and Allen J Inglesby, said
corner being the point of beginning for survey and description of a parcel of
land containing 2.873 acres, more or less, thence S 55-44 W 1206.04 feet to an
old iron pin and corner; thence S 37-48 E 207.85 feet to an iron pin and corner;
thence N  45-52 E 1211.13 feet to an old iron pin and point of
beginning.

 

Said property more particularly described and
conveyed by Deed to Allen J. Inglesby, et al. recorded in Deed Book 54 R at
page 413, Register of Deeds for Spartanburg County, State of South
Carolina.

 

ALSO LESS AND EXCEPTED THEREFROM is all that
parcel or strip of land, in fee simple, with improvements thereon, if any,
containing 28,297 square feet of land and being described as follows: within 52
feet, on the right, of the construction centerline of SC Route 290 between
survey stations 140+97 and 142+00; thence along a transition to 62 feet at
survey station 144+11; thence continuing along a transition to 76 feet at
survey station 145+60; thence continuing along a transition to 83 feet  at
survey station 147+50 and continuing 83 feet to survey station 148+30,
including rights of access as may be needed for controlled access facilities.
Also herein condemned is land for a 90 foot x 65 foot triangular area on the
right opposite of approximate mainline survey station 141+12 at the
intersection of the right of way of SC Route 290 and Inglesby Parkway. Also
within 40 feet on the left of the construction centerline of Inglesby Parkway
between survey stations 0+37.5 and 4+0; thence along a transition to 50 feet at
survey station 6+50 and continuing at 50 feet to survey station 8+50. Property
herein condemned is measured from survey centerline of Inglesby Parkway between
survey stations 4+10.01 and 8+50 (Tie Equality: 4+18.01 Relocation Back=4+17.94
original line Ahead.)

 

2

 

ALSO LESS AND EXCEPTED THEREFROM is all that
certain parcel of land described as follows:

 

BEGINNING at a concrete right of way monument 83
feet from the construction centerline of SC Highway 290 and on the western
right of way of Interstate 85 and running thence along the right of way of Interstate 85 S 41-17-13 W 17.06 feet to
an old iron pin (1⁄2” rebar), said pin being 100 feet from the construction
centerline of SC Highway 290, thence leaving the right of way of Interstate 85
and running along the new 100 foot right of way of SC Highway 290 43-45-47 W
41.47 feet to an old iron pin (1⁄2” rebar) thence N 20-44-15 W 43.46 feet to an
iron pin (1⁄2” rebar), 83 feet from the construction
centerline of SC Highway 290, thence running along the 83 foot right of way of
SC Highway 290 S 43-45-47 E 40.00 feet to an old iron pin (1⁄2” rebar); thence
continuing along the 83 foot right of way of SC Highway 290 S 43-45-47 E 40.00
feet to the point of beginning and containing 1992.52 square feet.

 

This is the same property conveyed to the SC
Department of Transportation recorded August 8, 1997 in Deed Book 66 H at
page 639.

 

3

 

A-115

 

	
   

  	
  3.179 Manning, SC

  3014 Paxville Highway

  Rt. 6, Box 200

  Manning, SC 29102

  (TCA Site No. 179)

  

 

PROPERTY
DESCRIPTION

 

Tax Map No. 137-00-04-001

 

All that certain piece, parcel or tract of land
with improvements thereon, located in the North Manning area, containing 15.10
acres:

 

POINT OF BEGINNING: a concrete monument (old
mark) on the eastern US Interstate 95 right of way and the northern right of
way of SC Highway 261 intersect:

 

THENCE
along the I-95 right-of-way North 13-31-00 East a distance of 242.57 feet to a
concrete monument (old mark);

 

THENCE
continuing along the I-95 right-of-way North 13-30-14 East a distance of 222.30
feet to a concrete monument (old mark);

 

THENCE
continuing along the I-95 right-of-way North 13-41-15 East a distance of 124.98
feet to a concrete monument (old mark);

 

THENCE
continuing along the I -95 right-of-way along the arc of a curve - 339.86 feet
with a radius of 1030,70 feet the chord bearing of North 23-00-06 East a distance
of 338.33 feet to a concrete monument (old mark);

 

THENCE
continuing along the I -95 right-of-way North 30-39-12 East a distance of
173.29 feet to a concrete monument (old mark);

 

THENCE
continuing along the I -95 right-of-way North 41-53-33 East a distance of
549.29 feet to a concrete monument (old mark);

 

THENCE
along a transition right-of-way South 65-32-54 East a distance of 28.14 feet to
a concrete monument (old mark);

 

THENCE along the original I -95 frontage road now South Carolina Highway 8-14-758
(A.M. Mash Road) South 09-19-09 West a distance of 1817.85 feet to a railroad
spike (set in pavement);

 

THENCE
along aright-turn lane South 69-33-00 West a distance of 49.50 feet to a
railroad spike (set in pavement) on the northern right-of-way South Carolina
Highway 261;

 

THENCE
along the northern right-of-way of S.C. 261 North 50-06-00 West a distance of
353.60 feet to an iron pipe corner;

 

THENCE
continuing along the right-of-way of S.C. 261 North 42-15-00 West a distance of
206.90 feet to the point of beginning.

 

This being the identical property conveyed to
National Auto/Truckstops, Inc by deed of Union Oil Company by deed dated
April 13, 1993 and recorded April 23, 1993 in Deed Book A-238 at
page 68.

 

 

A-116

 

	
   

  	
  3.117 Antioch, TN

  13011 Old Hickory Blvd.

  Antioch, TN 37013

  (TCA Site No. 117)

  

 

BEING LOT 1, RESUBDIVISION SECTION 3, PARCEL
“A” INTERCHANGE CITY INDUSTRIAL PARK, AS OF RECORD IN PLAT BOOK 4600, PAGE 4,
R.O.D.C., TENNESSEE AND RESERVED PARCEL “A”, ON THE PLAN OF REVISED  SECTION III, INTERCHANGE
CITY INDUSTRIAL PARK, AS OF RECORD IN PLAT BOOK 5050, PAGE 100, R.O.D.C.,
TENNESSEE, SAID LOT AND  RESERVED PARCEL, LYING IN THE
FIRST CIVIL DISTRICT, DAVIDSON COUNTY, TENNESSEE AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:

 

BEGINNING AT AN EXISTING IRON PIN BEING LOCATED
ON THE EASTERLY RIGHT-OF-WAY OF OLD HICKORY BOULEVARD AND LYING BY THE
SOUTHERLY LINE OF LOT(1), ON THE PLAN OF “MARATHON PETROLEUM SUBDIVISION”, AS
OF RECORD IN PLAT BOOK 5966, PAGE 576, R.O.D.C, TENNESSEE AND BEING THE NORTHWESTERLY
CORNER OF THE HEREIN DESCRIBED TRACT; THENCE LEAVING THE AFORESAID RIGHT OF WAY
OF OLD HICKORY BOULEVARD AND RUNNING WITH THE NORTHERLY LINE OF THE HEREIN
DESCRIBED TRACT AND THE SOUTHERLY LINES OF THE ABOVE MENTIONED PLAN OF
“MARATHON PETROLEUM SUBDIVISION”, AND THE PROPERTY, NOW OR FORMERLY CONVEYED TO
“D.M.H. CONTRACTORS, INC.”, AS OF RECORD IN DEED BOOK 7714, PAGE 812,
R.O.D.C., TENNESSEE SOUTH 86 DEGREES 35 MINUTES 18 SECONDS EAST, 1024.25 FEET
TO AN IRON PIN SET AND BEING THE NORTHEASTERLY CORNER OF THE HEREIN DESCRIBED
TRACT; THENCE, SOUTH 17 DEGREES 43 MINUTES 80 SECONDS EAST, 121.82 FEET TO AN
EXISTING IRON PIN BEING LOCATED ON THE SOUTHWESTERLY RIGHT OF WAY OF GOULD
BOULEVARD (FORMERLY KNOWN AS ANDY HOLT BOULEVARD); THENCE WITH THE SAID RIGHT
OF WAY WITH THE FOLLOWING THREE (3) CALLS, COMMENCING WITH A CURVE TO THE
LEFT WITH A DELTA OF 16 DEGREES 13 MINUTES 11 SECONDS, A RADIUS OF 746.20 FEET
AND AN ARC LENGTH OF 211.24 FEET TO AN IRON PIN (SET); THENCE CONTINUING WITH
THE SOUTHWESTERLY RIGHT OF WAY OF GOULD BOULEVARD SOUTH 17 DEGREES 53 MINUTES
47 SECONDS EAST, 1005.96 FEET TO A (EXISTING) CONCRETE MONUMENT; THENCE WITH A
CURVE TO THE LEFT WITH A DELTA OF SOUTH MINUTES 46 SECONDS, A RADIUS OF 630.00
FEET AND AN ARC LENGTH OF 75.46 FEET TO AN IRON PIN SET, SAID PIN BEING THE
SOUTHEASTERLY CORNER OF THE HEREIN DESCRIBED TRACT AND THE NORTHEASTERLY CORNER
OF LOT NO. 1, ON THE AFOREMENTIONED “REVISED SECTION III, INTERCHANGE
CITY INDUSTRIAL PARK”; THENCE LEAVING THE RIGHT OF WAY OF GOULD BOULEVARD AND
RUNNING WITH THE NORTHERLY LINE OF SAID LOT NO. 1, WITH THE FOLLOWING TWO
(2) CALLS, SOUTH 72 DEGREES 06 MINUTES 13 SECONDS WEST, 239.88 FEET TO AN
IRON PIN SET; THENCE SOUTH 43 DEGREES 35 MINUTES 52 SECONDS WEST, 208.67 FEET
TO AN IRON PIN SET, SAID IRON PIN LYING IN THE NORTHEASTERLY RIGHT OF WAY OF
INTERSTATE I-24 AND BEING THE SOUTHWESTERLY CORNER OF THE HEREIN DESCRIBED
TRACT; THENCE CONTINUING WITH SAID INTERSTATE RIGHT OF WAY NORTH 46 DEGREES 33
MINUTES 10 SECONDS WEST, 1640.85 FEET TO AN EXISTING CONCRETE HIGHWAY MONUMENT
AND A BREAK IN THE RIGHT OF WAY; THENCE NORTH 28 DEGREES 33 MINUTES 00 SECONDS
WEST, 708.94 FEET TO AN EXISTING CONCRETE MONUMENT LYING AT THE
INTERSECTION OF THE NORTHEASTERLY RIGHT OF WAY OF AFORESAID INTERSTATE I-24 AND THE EASTERLY RIGHT OF WAY OF OLD
HICKORY  BOULEVARD; THENCE CONTINUING
WITH SAID OLD HICKORY BOULEVARD NORTH 6 DEGREES 20 MINUTES 44 SECONDS WEST,
302.53 FEET TO THE POINT OF BEGINNING AND CONTAINING 31.482 ACRES, MORE OR
LESS.

 

LESS AND EXCEPT THAT PORTION OF THE LAND CONVEYED
TO THE STATE OF TENNESSEE BY WARRANTY DEED OF RECORD IN BOOK 11048, PAGE
764, IN THE REGISTER’S OFFICE FOR DAVIDSON COUNTY, TENNESSEE AND THAT
PORTION AS CONVEYED TO MICHAEL NARRATO, JR. BY DEED OF RECORD IN BOOK 11222,
PAGE 524, ALSO IN SAID REGISTER’S OFFICE.

 

1

 

BEING THE SAME PROPERTY CONVEYED TO NATIONAL
AUTO/TRUCKSTOPS, INC., A DELAWARE CORPORATION BY SPECIAL WARRANTY DEED
FROM UNION OIL COMPANY OF CALIFORNIA, A CALIFORNIA CORPORATION OF RECORD IN
BOOK 8918, PAGE 629; THE SAID NATIONAL AUTO/TRUCKSTOPS, INC. HAVING SINCE
MERGED INTO TA OPERATING CORPORATION, A DELAWARE CORPORATION BY CERTIFICATE OF
MERGER OF RECORD IN INSTRUMENT# 200011170114245, BOTH IN THE REGISTER’S OFFICE
FOR DAVIDSON COUNTY, TENNESSEE.

 

2

 

A-117

 

	
   

  	
  3.140 Jackson, TN

  155 Hwy. 138

  Denmark, TN 38391

  (TCA Site No. 140 - Jackson)

  

 

Legal Description

 

Lying and being situated in the 7th Civil
District of Madison County, Tennessee, and being more particularly described as
follows: BEGINNING at a stake in the west margin of what is known in the year
1953 as the Providence Road and 30 feet from the center of same, and being 710
feet as measured along Providence Road in the southerly direction from the
center of the overpass, and being further located and described as being the
northeast corner of the Hawidns Cemetery; runs thence with the north line of
the cemetery south 87 degrees 52 minutes west 75 feet; thence south 02 degrees
08 minutes east 75 feet to a stake, the southwest corner of the cemetery;
thence across the open field south 44 degrees 22 minutes west 647.25 feet to a
stake on a high bank; thence north 80 degrees 23 minutes west 670.00 feet toa
stake in the south margin of the Interstate Highway No. 40 and 150 feet
from the center line of same; thence with the existing fence row north 59
degrees 37 minutes east 450 feet to a stake; thence north 72 degrees 22 minutes
east 445.00 feet to a concrete highway monument; thence south 15 degrees 08
minutes east 141 feet to a highway monument right-of-way marker in the west
margin of the above mentioned Providence Road; thence with said road south 02
degrees 08 minutes east 264.00 feet to the beginning.

 

DESCRIPTION OF THE UNION OIL COMPANY OF
CALIFORNIA, DBA UNOCAL PROPERTY IN MADISON COUNTY, TENNESSEE RECORDED IN BOOK
480, PAGE 234:

 

BEGINNING AT A FOUND T-POST IN THE SOUTH RIGHT OF
WAY LINE OF U. S. HIGHWAY I-40 (150 FEET FROM THE CENTERLINE), SAID POINT BEING
IN THE WEST LINE OF PROPERTY RECORDED IN BOOK 480, PAGE 234; THENCE NORTH 59
DEGREES 37 MINUTES 00 SECONDS EAST WITH THE SOUTH RIGHT OF WAY LINE OF U. S.
HIGHWAY I-40, 449.69 FEET TO A POINT; THENCE NORTH 72 DEGREES 02 MINUTES 42
SECONDS EAST WITH THE SOUTH RIGHT OF WAY LINE OF U. S. HIGHWAY I-40, 444.59
FEET TO A FOUND RIGHT OF WAY MONUMENT; THENCE SOUTH 15 DEGREES 48 MINUTES 42
SECONDS EAST WITH THE WEST RIGHT OF WAY LINE OF PROVIDENCE ROAD, 141.00 FEET TO
A SET IRON PIN (30 FEET FROM THE CENTERLINE); THENCE SOUTH 02 DEGREES 16
MINUTES 14 SECONDS EAST WITH THE WEST LINE OF PROVIDENCE ROAD, 262.19 FEET TO A
SET IRON PIN IN THE NORTH LINE OF HAWKINS FAMILY CEMETERY; THENCE NORTH 88
DEGREES 59 MINUTES 56 SECONDS WEST WITH THE NORTH LINE OF HAWKINS FAMILY
CEMETERY, 75.00 FEET TO A SET IRON PIN; THENCE SOUTH 01 DEGREES 00 MINUTES 04
SECONDS WEST WITH THE WEST LINE OF HAWKINS FAMILY CEMETERY, 75.00 FEET TO A SET
IRON PIN IN THE SOUTH LINE OF PROPERTY RECORDED IN BOOK 480, PAGE 234; THENCE
SOUTH 43 DEGREES 20 MINUTES 31 SECONDS WEST WITH THE SOUTH LINE OF PROPERTY
RECORDED IN BOOK 480, PAGE 234, 647.53 FEET TO A FOUND T-POST IN THE WEST LINE
OF PROPERTY RECORDED IN BOOK 480, PAGE 234; THENCE NORTH 30 DEGREES 23 MINUTES
53 SECONDS WEST WITH THE WEST LINE OF PROPERTY RECORDED IN BOOK 480, PAGE 234,
669.84 FEET TO THE POINT OF BEGINNING AND CONTAINING 434,276 SQUARE FEET OR
9.970 ACRES OF LAND.

 

BEING THE SAME PROPERTY CONVEYED TO NATIONAL
AUTO/TRUCKSTOPS, INC. BY DEED FROM UNION OIL COMPANY OF CALIFORNIA OF
RECORD IN BOOK 528, PAGE 197, REGISTER’S OFFICE FOR MADISON COUNTY, TENNESSEE.
NATIONAL AUTO/TRUCKSTOPS, INC. HAVING SINCE MERGED INTO TA OPERATING
CORPORATION AS EVIDENCES BY CERTIFICATE OF MERGER OF RECORD IN BOOK CH38, PAGE
854, SAID REGISTER’S OFFICE.

 

 

A-118

 

	
   

  	
  3.157 Franklin, TN

  
	
   

  	
  4400 Peytonsville Road

  
	
   

  	
  Franklin, TN 37064

  
	
   

  	
  (TCA Site No. 157)

  

 

Legal
Description

 

LAND IN THE TENTH CIVIL DISTRICT, WILLIAMSON
COUNTY, TENNESSEE, BEING DESCRIBED ACCORDING TO AN UNRECORDED SURVEY BY
INTERNATIONAL LAND SURVEYING, INC., 611 24TH AVENUE S. W. SUITE C, NORMAN,
OKLAHOMA 73069, DATED FEBRUARY 19, 1993, PATRICK S. COODE, SURVEYOR, LICENSE
NO. 855, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT A POINT ON THE NORTH RIGHT-OF-WAY
LINE OF GOOSE CREEK BY-PASS (HAVING AN EXISTING 80 FOOT RIGHT-OF-WAY), SAID
POINT BEING NORTH 8° 29’ 50” EAST 40 FEET FROM A CONCRETE MONUMENT AT HIGHWAY
STATION 528.00; THENCE ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF GOOSE CREEK BY
PASS NORTH 58° 50’ WEST 106.14 FEET TO A CONCRETE MONUMENT; THENCE NORTH 12° 00’
WEST 757.51 FEET ALONG THE EASTERLY RIGHT-OF-WAY LINE OF INTERSTATE 65 TO A
CONCRETE MONUMENT; THENCE SOUTH 86° 40’ 55” EAST 866.77 FEET TO A CONCRETE
MONUMENT; THENCE SOUTH 8° 30’ 01” WEST 828.91 FEET TO A CONCRETE MONUMENT ON
THE NORTH RIGHT-OF-WAY LINE OF GOOSE CREEK BY-PASS; THENCE NORTH 81° 28’ 41”
WEST 500 FEET ALONG THE NORTH RIGHT-OF-WAY LINE OF GOOSE CREEK BY-PASS TO THE
POINT OF BEGINNING.

 

ALL OF THE ABOVE-DESCRIBED LAND BEING THE SAME AS
FOLLOWS:

 

BEING A TRACT OR PARCEL OF LAND LYING IN THE
TENTH CIVIL DISTRICT, WILLIAMSON COUNTY, TENNESSEE, SAID TRACT OR PARCEL BEING
BOUNDED ON THE SOUTH BY GOOSE CREEK BY-PASS AND ON THE WEST BY INTERSTATE I-68
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT AN EXISTING CONCRETE HIGHWAY
MONUMENT BEING LOCATED ON THE NORTHERLY RIGHT OF WAY OF GOOSE CREEK BY-PASS
(100’ RIGHT OF WAY) AND LYING IN THE WESTERLY LINE OF THE PROPERTY NOW OR
FORMERLY CONVEYED TO MARKETING CO.’, AS OF RECORD IN VOLUME 803, PAGE 889,
R.O.W.C, TENNESSEE AND BEING THE SOUTHEASTERLY CORNER OF THE HEREIN DESCRIBED
TRACT; THENCE WITH THE NORTHERLY RIGHT OF WAY GOOSE CREEK BY-PASS N81 28’41” W,
500.00 FEET TO AN IRON PIN (SET) AT THE INTERSECTION OF AFORESAID RIGHT OF
WAY AND IN THE EASTERLY RIGHT OF WAY OF INTERSTATE 1-65; THENCE CONTINUING WITH
SAID EASTERLY RIGHT OF WAY OF INTERSTATE 1-65 WITH THE FOLLOWING TWO CALLS N58
50’00”W, 106.14 FEET TO AN IRON
PIN (SET) AND N12 00’00”W, 757.51 FEET TO AN EXISTING CONCRETE HIGHWAY MONUMENT
LYING IN THE EASTERLY RIGHT OF WAY OF AFORESTATED INTERSTATE 1-65, AT THE
SOUTHWESTERLY CORNER OF THE PROPERTY NOW OR FORMERLY CONVEYED TO “FRANKLIN
BUSINESS PARK”, AS OF RECORD IN PLAT BOOK 15, PAGE 83. R.O.W.C., TENNESSEE AND BEING THE NORTHWESTERLY CORNER OF THE HEREIN
DESCRIBED TRACT THENCE WITH THE NORTHERLY LINE OF THE HEREIN DESCRIBED TRACT S86 40’55”E, 966.77 FEET TO AN EXISTING
CONCRETE MONUMENT AT THE NORTHWESTERLY CORNER OF THE HEREIN DESCRIBED TRACT;
THENCE WITH THE EASTERLY LINE OF THE HEREIN DESCRIBED TRACT S8 30’01’W, 828.91
FEET TO THE POINT OF BEGINNING AND CONTAINING 13.192 ACRES MORE OR LESS.

 

BEING
THE SAME PROPERTY CONVEYED TO NATIONAL AUTO/TRUCKSTOPS, INC., A DELAWARE
COPORATION BY SPECIAL WARRANTY DEED FROM UNION OIL COMPANY OF CALIFORNIA, A
CALIFORNIA CORPORATION OF RECORD IN BOOK 1066, PAGE 941, REGISTER’S OFFICE FOR
WILLIAMSON COUNTY, TENNESSEE; THE SAID NATIONAL AUTO/TRUCKSTOPS, INC., A
DELAWARE COPORATION HAVING BEEN MERGED INTO TA OPERATING CORPORATION, A
DELAWARE CORPORATION, BY ARTICLES OF MERGER OF RECORD IN
BOOK     , PAGE     ,
REGISTER’S OFFICE FOR WILLIAMSON COUNTY, TENNESSEE.

 

 

A-119

 

	
   

  	
  3.107 Knoxville West, TN

  
	
   

  	
  615 Watt Road

  
	
   

  	
  Knoxville, TN 37922

  
	
   

  	
  (TCA Site No. 107 — Knoxville West)

  

 

TRACT 1 (FEE SIMPLE): BEING A PARCEL OF LAND
LOCATED IN THE 6TH CIVIL DISTRICT OF KNOX COUNTY, TENNESSEE, WITHOUT THE CITY
LIMITS OF KNOXVILLE, TENNESSEE, AND ALSO BEING LOCATED IN THE 5TH CIVIL
DISTRICT OF LOUDON COUNTY, TENNESSEE, AND LYING ON THE WESTERLY MARGIN OF WATT
ROAD, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT AN EXISTING IRON PIN LOCATED ON THE
WESTERLY MARGIN OF WATT ROAD AND BEING SOUTH 12 DEGREES 09 MINUTES EAST, 249.4
FEET FROM THE INTERSECTION OF THE CENTERLINE OF HICKORY CREEK ROAD AT THE
RIGHT-OF-WAY OF WATT ROAD; THENCE SOUTH 30 DEGREES 07 MINUTES 07 SECONDS EAST,
317.87 FEET ALONG THE WESTERLY MARGIN OF WATT ROAD TO AN IRON PIN SET; THENCE
SOUTH 20 DEGREES 19 MINUTES 54 SECONDS EAST, 81.66 FEET TO AN IRON PIN SET IN
THE WESTERLY MARGIN OF OLD WATT ROAD; THENCE, ALONG THE WESTERLY MARGIN OF OLD
WATT ROAD, THE FOLLOWING CALLS; SOUTH 04 DEGREES 03 MINUTES 29 SECONDS
EAST,188.32 FEET TO AN IRON PIN SET; THENCE SOUTH 15 DEGREES 29 MINUTES 03
SECONDS EAST, 17.79 FEET TO AN EXISTING IRON PIN; THENCE LEAVING SAID RIGHT OF WAY LINE, SOUTH 54
DEGREES 34 MINUTES 59 SECONDS WEST, 526.02 FEET TO A IRON PIN SET; THENCE SOUTH
54 DEGREES 33 MINUTES 20 SECONDS, WEST, 243.44 FEET TO AN EXISTING IRON PIN;
THENCE NORTH 31 DEGREES 23 MINUTES 41 SECONDS WEST, 629.79 FEET TO AN EXISTING
SET STONE; THENCE NORTH 39 DEGREES 25 MINUTES 25 SECONDS WEST, 554.31 FEET TO
AN EXISTING IRON PIN; THENCE NORTH 50 DEGREES 03 MINUTES 20 SECONDS EAST,
483.76 FEET TO AN EXISTING IRON PIN; THENCE SOUTH 40 DEGREES 49 MINUTES 35
SECONDS EAST, 622.37 FEET TO AN IRON PIN SET; THENCE NORTH 58 DEGREES 38
MINUTES 11 SECONDS EAST, 378.70 FEET CROSSING THE LOUDON COUNTY AND KNOX COUNTY
LINE TO THE POINT OF BEGINNING.

 

BEING THE SAME PROPERTY CONVEYED TO NATIONAL
AUTO/TRUCKSTOPS, INC. A DELAWARE CORPORATION BY WARRANTY DEED FROM UNION
OIL COMPANY OF CALIFORNIA OF RECORD IN DEED BOOK 2102, PAGE 432, IN THE
REGISTER’S OFFICE FOR KNOX COUNTY, TENNESSEE AND OF RECORD IN DEED BOOK 205,
PAGE 82, IN THE REGISTER’S OFFICE FOR LOUDON COUNTY, TENNESSEE; AND BY
SPECIAL WARRANTY DEED OF RECORD IN DEED BOOK 2311, PAGE 232 IN THE REGISTER’S
OFFICE FOR KNOX COUNTY, TENNESSEE AND OF RECORD IN DEED BOOK 243, PAGE 161, OF
RECORD IN THE REGISTER’S OFFICE FOR LOUDON COUNTY, TENNESSEE.

 

TRACT II (LEASEHOLD); BEING A PARCEL OF LAND
LOCATED IN THE 6TH CIVIL DISTRICT OF KNOX COUNTY, TENNESSEE, AND WITHOUT THE
CITY LIMITS OF KNOXVILLE, TENNESSEE, AND PARCEL ALSO BEING LOCATED IN THE 5TH
CIVIL DISTRICT OF LOUDON COUNTY, TENNESSEE, AND LYING ON THE WESTERLY MARGIN OF
WATT AND HICKORY CREEK ROAD, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT AN EXISTING
IRON PIN LOCATED ON THE WESTERLY MARGIN OF WATT ROAD AND BEING SOUTH 12 DEGREES
09 MINUTES EAST, 249.4 FEET FROM THE INTERSECTION OF THE CENTERLINE OF
HICKORY CREEK ROAD AT THE RIGHT-OF-WAY OF WATT ROAD; THENCE SOUTH 58 DEGREES 38
MINUTES 11 SECONDS WEST, 378.70 FEET CROSSING THE KNOX COUNTY AND LOUDON COUNTY LINE TO AN IRON PIN SET IN LOUDON
COUNTY; THENCE NORTH 40 DEGREES 49 MINUTES 35 SECONDS WEST, 622.37 FEET TO AN
EXISTING IRON PIN; THENCE, NORTH 48 DEGREES 06 MINUTES 25 SECONDS EAST, 148.10
FEET CROSSING THE LOUDON COUNTY AND KNOX COUNTY LINE TO A SET IRON PIN IN KNOX
COUNTY; THENCE NORTH 41 DEGREES 42 MINUTES 35 SECONDS WEST, 108.10 FEET TO AN
EXISTING IRON PIN IN THE SOUTH MARGIN OF HICKORY CREEK ROAD; THENCE ALONG THE
SOUTH MARGIN OF HICKORY CREEK ROAD, NORTH 49 DEGREES 36 MINUTES 18 SECONDS
EAST, 359.39 FEET TO A SET IRON PIN; THENCE SOUTH 43 DEGREES 39 MINUTES 38
SECONDS EAST, 69.81 FEET ALONG THE WEST MARGIN OF HICKORY CREEK ROAD TO A SET
IRON PIN; THENCE SOUTH 11 DEGREES 26 MINUTES 49 SECONDS EAST, 196.94 FEET ALONG
SAID RIGHT-OF-WAY LINE TO A SET

 

1

 

IRON PIN; THENCE, SOUTH 29 DEGREES 20 MINUTES 49
SECONDS EAST, 140.20 FEET TO A SET IRON PIN; THENCE SOUTH 39 DEGREES 16 MINUTES
49 SECONDS EAST, 414.20 FEET TO THE POINT OF BEGINNING, CONTAINING 299, 378
SQUARE FEET OR 6.87 ACRES MORE OR LESS.

 

BEING THE SAME PROPERTY LEASED TO UNION OIL
COMPANY OF CALIFORNIA, A CALIFORNIA CORPORATION , AS EVIDENCED BY MEMORANDUM OF
LEASE FROM MICHAEL L. PALMER, DAVID L. PALMER, INDIVIDUALLY AND AS
TRUSTEE, RICHARD L. PALMER, JOHN E. PALMER, REMAINDERMEN, AND VIRGINIA JEWELL
HUBBS PALMER, LIFE TENANT, DATED FEBRUARY 17, 1988, OF RECORD IN TRUST DEED
BOOK 2344, PAGE 318 AND AS ASSIGNED TO NATIONAL AUTO/TRUCKSTOPS, INC. BY
ASSIGNMENT OF RECORD IN TRUST DEED BOOK 2738, PAGE 1197, ALL IN THE KNOX COUNTY
REGISTER’S OFFICE.

 

BOTH OF THE ABOVE DESCRIBED PARCELS BEING THE
SAME AS FOLLOWS:

 

TRACT 1 (FEE SIMPLE)

 

BEING A PARCEL OF LAND LOCATED IN THE 6TH CIVIL
DISTRICT OF KNOX COUNTY, TENNESSEE, WITHOUT THE CITY LIMITS OF KNOXVILLE,
TENNESSEE, AND ALSO BEING LOCATED IN THE 5TH CIVIL DISTRICT OF LOUDON COUNTY,
TENNESSEE, AND LYING ON THE WESTERLY MARGIN OF WATT ROAD, AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:

BEGINNING AT AN IRON PIN SET LOCATED ON THE
WESTERLY MARGIN OF WATT ROAD AND BEING SOUTH 32 DEGREES, 03 MINUTES 37 SECONDS
EAST, 238.64 FEET FROM THE INTERSECTION OF THE WESTERLY RIGHT OF WAY OF
WATT ROAD WITH THE SOUTHERLY RIGHT OF WAY OF HICKORY CREEK ROAD;

 

THENCE, SOUTH 30 DEGREES 07 MINUTES EAST, 317.87
FEET ALONG THE WESTERLY MARGIN OF WATT ROAD TO AN IRON PIN SET;

 

THENCE, SOUTH 20 DEGREES 19 MINUTES 54 SECONDS
EAST, 81.66 FEET TO AN IRON PIN SET IN THE WESTERLY MARGIN OF OLD WATT ROAD;

 

THENCE ALONG THE WESTERLY MARGIN OF OLD WATT ROAD
THE FOLLOWING CALLS; SOUTH 04 DEGREES 03 MINUTES 29 SECONDS EAST, 188.32 FEET
TO AN IRON PIN SET;

 

THENCE, SOUTH 15 DEGREES 29 MINUTES 03 SECONDS
EAST, 17.79 FEET TO AN EXISTING IRON PIN;

 

THENCE LEAVING SAID RIGHT OF WAY LINE, SOUTH 54
DEGREES 34 MINUTES 59 SECONDS WEST, 526.02 FEET TO AN IRON PIN SET IN THE SOUTH
EASEMENT LINE OF A TVA TRANSMISSION LINE;

 

THENCE RUNNING WITH SAID LINE, SOUTH 54 DEGREES
33 MINUTES 20 SECONDS WEST, 243.44 FEET TO AN EXISTING IRON PIN, SAID LINE
BEING 50 FEET SOUTH AT RIGHT ANGLES AND PARALLEL TO THE CENTERLINE OF SAID TVA
TRANSMISSION LINE;

 

THENCE NORTH 31 DEGREES 23 MINUTES 41 SECONDS
WEST, 629.79 FEET TO AN EXISTING SET STONE;

 

THENCE NORTH 39 DEGREES 25 MINUTES 25 SECONDS
WEST, 554.31 FEET TO AN EXISTING IRON PIN;

 

THENCE NORTH 50 DEGREES 03 MINUTES 20 SECONDS
EAST, 483.76 FEET TO AN EXISTING IRON PIN;

 

THENCE SOUTH 40 DEGREES 49 MINUTES 35 SECONDS
EAST, 622.37 FEET TO AN IRON PIN SET;

 

2

 

THENCE NORTH 58 DEGREES 38 MINUTES 11 SECONDS EAST, 378.70 FEET CROSSING
THE LOUDON COUNTY AND KNOX COUNTY LINE TO THE POINT OF BEGINNING CONTAINING
806,118 SQUARE FEET OR 18.50 ACRES.

 

TRACT 2 (LEASEHOLD)

 

BEING A PARCEL OF LAND LOCATED IN THE 6TH CIVIL DISTRICT OF KNOX COUNTY,
TENNESSEE AND WITHOUT THE CITY LIMITS OF KNOXVILLE, TENNESSEE, AND PARCEL ALSO
BEING LOCATED IN THE THE CIVIL DISTRICT OF LOUDON COUNTY, TENNESSEE, AND LYING
ON THE WESTERLY MARGIN OF WATT AND HICKORY CREEK ROAD, AND BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT AN IRON PIN SET LOCATED ON THE WESTERLY MARGIN OF WATT ROAD
AND BEING SOUTH 32 DEGREES 03 MINUTES 37 SECONDS EAST, 238.64 FEET FROM THE
INTERSECTION OF THE WESTERLY RIGHT OF WAY OF WATT ROAD WITH THE SOUTHERLY
RIGHT OF WAY OF HICKORY CREEK ROAD;

THENCE SOUTH 58 DEGREES 38 MINUTES 11 SECONDS WEST, 378,70 FEET CROSSING
THE KNOX COUNTY AND LOUDON COUNTY LINE TO AN IRON PIN SET IN LOUDON COUNTY;

 

THENCE NORTH 40 DEGREES 49 MINUTES 35 SECONDS WEST, 622. 37 FEET TO AN
EXISTING IRON PIN;

THENCE NORTH 48 DEGREES 06 MINUTES 25 SECONDS EAST, 148.10 FEET CROSSING
THE LOUDON COUNTY AND KNOX COUNTY LINE TO AN EXISTING IRON PIN IN KNOX COUNTY;

THENCE NORTH 41 DEGREE 42 MINUTE 35 SECONDS WEST, 108.10 FEET TO AN
EXISTING IRON PIN IN THE SOUTH MARGIN OF HICKORY CREEK ROAD;

 

THENCE ALONG THE SOUTH MARGIN OF HICKORY CREEK ROAD, NORTH 49 DEGREES 36
MINUTES 18 SECONDS EAST, 359.39 FEET TO A SET IRON PIN;

THENCE SOUTH 43 DEGREES 39 MINUTES 38 SECONDS EAST, 69.81 FEET ALONG THE
WEST MARGIN OF HICKORY CREEK ROAD TO A SET IRON PIN;

 

THENCE SOUTH 11 DEGREES 26 MINUTES 49 SECONDS EAST, 196.94 FEET ALONG SAID
RIGHT OF WAY LINE TO A SET IRON PIN;

THENCE SOUTH 29 DEGREES 20 MINUTES 49 SECONDS EAST, 140.20 FEET TO A SET
IRON PIN;

THENCE SOUTH 39 DEGREES 16 MINUTES 49 SECONDS EAST, 414.20 FEET TO THE
POINT OF BEGINNING , CONTAINING 299,378 SQUARE FEET OR 6.87 ACRES, MORE OR
LESS.

 

TRACTS 1 AND 2 COMBINED

 

BEING A PARCEL OF LAND LOCATED IN THE 6TH CIVIL DISTRICT OF KNOX COUNTY,
TENNESSEE, WITHOUT THE CITY LIMITS OF KNOXVILLE, TENNESSEE AND ALSO BEING
LOCATED IN THE 5TH CIVIL DISTRICT OF LOUDON COUNTY, TENNESSEE, AND LYING ON THE
WESTERLY MARGIN OF WATT ROAD, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING AT AN IRON PIN SET LOCATED ON THE WESTERLY MARGIN OF WATT ROAD AND BEING SOUTH 32 DEGREES 03
MINUTES 37 SECONDS EAST, 238.64 FEET FROM THE INTERSECTION OF THE WESTERLY
RIGHT OF WAY OF WATT ROAD WITH THE SOUTHERLY RIGHT OF WAY OF HICKORY CREEK
ROAD;

THENCE SOUTH 30 DEGREES 07 MINUTES 07 SECONDS EAST, 317.87 FEET ALONG THE
WESTERLY MARGIN OF WATT ROAD TO AN IRON PIN SET;

THENCE SOUTH 20 DEGREES 19 MINUTES 54 SECONDS EAST, 81.66 FEET TO AN IRON
PIN SET IN THE WESTERLY MARGIN OF OLD WATT ROAD;

THENCE ALONG THE WESTERLY MARGIN OF OLD WATT ROAD THE FOLLOWING CALLS;
SOUTH 04 DEGREES 03 MINUTES 29 SECONDS EAST, 188.32 FEET TO AN IRON PIN SET;

THENCE SOUTH 15 DEGREES 29 MINUTES 03 SECONDS EAST, 17.79 FEET TO AN
EXISTING IRON PIN;

 

3

 

THENCE LEAVING SAID RIGHT OF WAY LINE, SOUTH 54
DEGREES 34 MINUTES 59 SECONDS WEST, 526.02 FEET TO AN IRON PIN SET IN THE SOUTH
EASEMENT LINE OF A TVA
TRANSMISSION LINE;

THENCE RUNNING WITH SAID LINE, SOUTH 54 DEGREES
33 MINUTES 20 SECONDS WEST, 243.44 FEET TO AN EXISTING IRON PIN; SAID LINE BEING 50 FEET SOUTH AT RIGHT
ANGLES AND PARALLEL TO THE CENTERLINE OF SAID TVA TRANSMISSION LINE;

THENCE NORTH 31 DEGREES 23 MINUTES 41 SECONDS
WEST, 629.79 FEET TO AN EXISTING SET STONE;

THENCE NORTH 39 DEGREES 25 MINUTES 25 SECONDS
WEST, 554.31 FEET TO AN EXISTING IRON PIN;

THENCE NORTH 50 DEGREES 03 MINUTES 20 SECONDS
EAST, 483.76 FEET TO AN EXISTING IRON PIN;

THENCE NORTH 48 DEGREES 06 MINUTES 25 SECONDS
EAST, 148.10 FEET CROSSING THE LOUDON COUNTY AND KNOX COUNTY LINE TO AN
EXISTING IRON PIN IN KNOX COUNTY;

THENCE NORTH 41 DEGREES 42 MINUTES 35 SECONDS
WEST, 108.10 FEET TO AN EXISTING IRON PIN IN THE SOUTH MARGIN OF HICKORY CREEK
ROAD;

THENCE ALONG THE SOUTH MARGIN OF HICKORY CREEK
ROAD, NORTH 49 DEGREES 36 MINUTES 18 SECONDS EAST, 359.39 FEET TO A SET IRON
PIN;

THENCE SOUTH 43 DEGREES 39 MINUTES 38 SECONDS
EAST, 69.81 FEET ALONG THE WEST MARGIN OF HICKORY CREEK ROAD TO A SET IRON PIN;

THENCE SOUTH 11 DEGREES 26 MINUTES 49 SECONDS
EAST, 196.94 FEET ALONG SAID RIGHT OF WAY LINE TO A SET IRON PIN;

THENCE SOUTH 29 DEGREES 20 MINUTES 49 SECONDS
EAST, 140.20 FEET TO A SET IRON PIN;

THENCE SOUTH 39 DEGREES 16 MINUTE 49 SECONDS
EAST, 414.20 FEET TO THE POINT OF BEGINNING, CONTAINING 1,105,496 SQUARE FEET
OR 25.37 ACRES MORE OR LESS.

 

4

 

A-120

 

	
   

  	
  3.013 Knoxville, TN

  
	
   

  	
  608 Lovell Road

  
	
   

  	
  Knoxville, TN 37932

  
	
   

  	
  (TCA Site No. 13)

  

 

LAND LYING IN KNOX
COUNTY, BEGINNING AT AN IRON PIN IN THE SOUTHWEST RIGHT-OF-WAY OF DUTCHTOWN
ROAD AND BEING NORTH 13 DEGREES 02 MINUTES 00 SECONDS EAST, 397.3 FEET FROM AN
IRON PIN MARKING THE POINT OF INTERSECTION OF DUTCHTOWN ROAD AND LOVELL
ROAD; THENCE LEAVING SAID RIGHT-OF-WAY SOUTH 70 DEGREES 10 MINUTES 24 SECONDS
WEST, 211.74 FEET (PLATTED SOUTH 70 DEGREES 40 MINUTES WEST, 211.33 FEET) TO AN
IRON PIN; THENCE NORTH 43 DEGREES 21 MINUTES 29 SECONDS WEST, 365.50 FEET.
(PLATTED NORTH 43 DEGREES 09 MINUTES WEST, 365.60 FEET) TO AN IRON PIN; THENCE
SOUTH 46 DEGREES 38 MINUTES 31 SECONDS WEST, 150.00 FEET (PLATTED SOUTH 46
DEGREES 51 MINUTES WEST, 150.00 FEET) TO AN IRON PIN; THENCE NORTH 43 DEGREES
21 MINUTES 29 SECONDS WEST, 312.18 FEET (PLATTED NORTH 43 DEGREES 09 MINUTES
WEST, 312.18 FEET) TO AN IRON PIN; THENCE NORTH 40 DEGREES 41 MINUTEST 29
SECONDS WEST, 196.80 FEET (PLATTED NORTH 40 DEGREES 29 MINUTES WEST, 196.80
FEET) TO AN IRON PIN; THENCE NORTH 32 DEGREES 33 MINUTES 29 SECONDS WEST,
381.87 FEET (PLATTED NORTH 32 DEGREES 21 MINUTES WEST, 381.87 FEET) TO AN IRON
PIN THENCE NORTH 47 DEGREES 41 MINUTES 00 SECONDS 890.87 FEET (PLATTED
NORTH 47 DEGREES 41 MINUTES EAST, 890.87 FEET) TO AN IRON PIN; THENCE SOUTH 77
DEGREES 47 MINUTES 36 SECONDS EAST, 572.21 FEET (PLATTED SOUTH 78 DEGREES 11
MINUTES EAST, 374.22 FEET) TO AN IRON PIN; THENCE SOUTH 4 DEGREES 40 MINUTES 58
SECONDS WEST, 363.75 FEET (PLATTED SOUTH 4 DEGREES 45 MINUTES WEST 363.50 FEET)
ALONG THE RIGHT OF WAY OF DUTCHTOWN ROAD TO AN IRON PIN; THENCE LEAVING SAID
RIGHT OF WAY NORTH 88 DEGREES 20 MINUTES 36 SECONDS WEST, 275.84 FEET (PLATTED
NORTH 88 DEGREES 40 MINUTES WEST, 275.88 FEET) TO AN IRON PIN; THENCE SOUTH 5
DEGREES 13 MINUTES 13 SECONDS WEST, 273.74 FEET (PLATTED SOUTH 4 DEGREES 55
MINUTES WEST, 273.70 FEET) TO AN IRON PIN; THENCE SOUTH 88 DEGREES 21
MINUTES 11 SECONDS EAST, 275.75 FEET (PLATTED SOUTH 89 DEGREES 40 MINUTES
EAST, 275.88 FEET) TO AN IRON PIN; THENCE SOUTH 5 DEGREES 02 MINUTES 58 SECONDS
WEST, 625.72 FEET (PLATTED SOUTH 4 DEGREES 55 MINUTES WEST, 632.00 FEET) ALONG
THE RIGHT OF WAY OF DUTCHTOWN ROAD TO THE POINT OF BEGINNING CONTAINING 24.53
ACRES MORE OR LESS AS SHOWN ON SURVEY BY SIZEMORE LYNCH SURVEYORS, PROJECT NO.
2164, DATED 10/4/93.

 

ALSO ENCUMBERING THE
FOLLOWING DESCRIBED LAND TO THE EXTENT NOT INCLUDED IN THE AFOREDESCRIBED LAND:

 

SITUATE IN THE SIXTH
CIVIL DISTRICT OF KNOX COUNTY, TENNESSEE, WITHOUT THE CORPORATE LIMITS OF THE
CITY OF KNOXVILLE, TENNESSEE, BEING A CERTAIN TRACT OR PARCEL OF LAND LYING
BETWEEN LOVELL ROAD AND DUTCHTOWN ROAD, AS SHOWN ON THE MAP OF THE SAME OF
RECORD IN CABINET E, SLIDE 90B (MAP BOOK 56-S, PAGES 51 AND 52), IN THE
REGISTER’S OFFICE FOR KNOX COUNTY, TENNESSEE AND BEING MORE FULLY DESCRIBED AS
FOLLOWS:

 

 

BEGINNING AT AN IRON PIN
IN THE WEST RIGHT OF WAY OF DUTCHTOWN ROAD, SAID IRON PIN BEING CORNER TO
PROPERTY OF ALBERT D. BARDILL, AS SET FORTH IN WARRANTY DEED BOOK 765, PAGE 431, IN
THE REGISTER’S OFFICE FOR KNOX COUNTY, TENNESSEE, AND DISTANT IN A NORTHERLY
DIRECTION, 397.3 FEET FROM THE POINT OF INTERSECTION OF DUTCHTOWN AND
LOVELL ROAD; THENCE FROM SAID BEGINNING IRON PIN LEAVING THE RIGHT OF WAY OF
SAID ROAD AND ALONG THE BARDILL BOUNDARY, SOUTH 70 DEGREES 10 MINUTES 24
SECONDS WEST, 211.74 FEET TO AN IRON PIN IN THE BOUNDARY OF THE PROPERTY OF
STAR ENTERPRISES, AS SET FORTH IN WARRANTY DEED BOOK 1991, PAGE 54 IN SAID
REGISTER’S OFFICE; THENCE ALONG SAID BOUNDARY, NORTH 43 DEGREES 21 MINUTES 29
SECONDS WEST, 365.60 FEET TO AN IRON PIN; THENCE SOUTH 46 DEGREES 38 MINUTES 31
SECONDS WEST, 150.00 FEET TO AN IRON PIN IN THE NORTHEAST RIGHT OF WAY OF
LOVELL ROAD; THENCE ALONG SAID RIGHT OF WAY, NORTH 43 DEGREES 21 MINUTES 29
SECONDS WEST, 312.18 FEET TO AN IRON PIN; THENCE NORTH 40 DEGREES 41 MINUTES 29
SECONDS WEST, 196.80 FEET TO AN IRON PIN; THENCE NORTH 32 DEGREES 33 MINUTES 29
SECONDS WEST, 381.87 FEET TO AN IRON PIN; THENCE LEAVING THE RIGHT OF WAY OF
SAID ROAD, NORTH 47 DEGREES 41 MINUTES 00 SECONDS EAST, 890.86 FEET TO AN IRON
PIN; THENCE SOUTH 77 DEGREES 47 MINUTES 36 SECONDS EAST, 572.21 FEET TO AN IRON
PIN IN THE WEST RIGHT OF WAY OF DUTCHTOWN ROAD; THENCE ALONG SAID RIGHT OF WAY,
SOUTH 4 DEGREES 40 MINUTES 58 SECONDS WEST, 363.25 FEET TO AN IRON PIN, THENCE
LEAVING SAID RIGHT OF WAY AND ALONG THE BOUNDARY OF GUNCRAFT SPORTS, INC.,
AS SET FORTH IN WARRANTY DEED BOOK 2015, PAGE 1045, IN SAID REGISTER’S
OFFICE, NORTH 88 DEGREES 20 MINUTES 36 SECONDS WEST, 275.84 FEET TO AN IRON PIN;
THENCE SOUTH 5 DEGREES 13 MINUTES 13 SECONDS WEST, 273.74 FEET TO AN IRON PIN;
THENCE SOUTH 88 DEGREES 21 MINUTES 11 SECONDS EAST, 275.75 FEET TO AN IRON PIN
IN THE WEST RIGHT OF WAY OF DUTCHTOWN ROAD; THENCE ALONG SAID RIGHT OF WAY,
SOUTH 5 DEGREES 02 MINUTES 58 SECONDS WEST, 635.72 FEET TO AN IRON PIN IN THE
BOUNDARY OF ALBERT D. BARDILL, THE PLACE OF BEGINNING, CONTAINING 24.53 ACRES;
AND BEING ACCORDING TO THE SURVEY OF INTERNATIONAL LAND SURVEYING, INC.,
RICHARD S. LYNCH, SURVEYOR, DATED 4 OCTOBER 193, DRAWING NO. 93-08-01-022.

 

LESS AND EXCEPT THAT
PROPERTY AS CONVEYED TO KNOX COUNTY, A GOVERNMENTAL ENTITY OF KNOX COUNTY,
TENNESSEE BY CORPORATE WARRANTY DEED OF RECORD IN DEED BOOK 2213, PAGE 331 IN
THE REGISTER’S OFFICE FOR KNOX COUNTY, TENNESSEE AND THAT PROPERTY CONVEYED TO
S & E PROPERTIES BY SPECIAL WARRANTY DEED OF RECORD IN INSTRUMENT #
200312230064345, IN THE REGISTER’S OFFICE FOR KNOX COUNTY, TENNESSEE.

 

THERE IS ALSO CONVEYED
HEREWITH AN EASEMENT 30 FEET IN WIDTH FOR SEWAGE LINE RUNNING 100 FEET ALONG
LOVELL ROAD FROM TURKEY CREEK OVER PROPERTY OF A.D. BARDILL, AS SHOWN ON
AFORESAID MAP OF RECORD.

 

BEING THE SAME PROPERTY
AS CONVEYED TO TA OPERATING CORPORATION, A DELAWARE CORPORATION BY SPECIAL
WARRANTY DEED FROM BP EXPLORATION & OIL, INC., AN OHIO
CORPORATION OF RECORD IN DEED BOOK 2126, PAGE 877 AND BY QUITCLAIM DEED OF
RECORD IN DEED BOOK 2126, PAGE 881, IN THE REGISTER’S OFFICE FOR KNOX
COUNTY, TENNESSEE.

 

 

A-121

 

	
   

  	
  3.034 Nashville, TN

  
	
   

  	
  111 N. First Street

  
	
   

  	
  Nashville, TN 37213

  
	
   

  	
  (TCA Site No. 34)

  

 

LYING IN THE FIRST CIVIL DISTRICT, METROPOLITAN
NASHVILLE, DAVIDSON COUNTY, TENNESSEE,

 

BEGINNING AT AN IRON ROD SET ON THE NORTH
RIGHT-OF-WAY LINE OF MAIN STREET ON JAMES ROBERTSON PARKWAY FRONTAGE ROAD, AT
THE SOUTHEASTERLY END OF THE RETURN CURVE FOR NORTH FIRST STREET; THENCE,

 

1.   WITH SAID RETURN CURVE TO THE RIGHT, HAVING A RADIUS OF 18.86
FEET, A DELTA ANGLE OF 94 DEGREES 35 MINUTES 11 SECONDS, A CHORD OF NORTH 62
DEGREES 02 MINUTES 06 SECONDS WEST, 27.71 FEET, AND AN ARC DISTANCE OF 31.13
FEET TO AN IRON ROD SET AT THE
POINT OF TANGENCY AND BEING ON THE EAST RIGHT-OF-WAY LINE OF NORTH FIRST
STREET, THENCE,

 

2.   WITH SAID EAST RIGHT-OF-WAY LINE OF NORTH FIRST STREET, NORTH 14
DEGREES 44 MINUTES 31 SECONDS WEST, A DISTANCE OF 626.29 FEET TO A TACK SET IN
LEAD, THENCE,

 

3.   CONTINUING WITH SAID EAST RIGHT-OF-WAY LINE OF NORTH FIRST STREET,
NORTH 00 DEGREES 46 MINUTES 54 SECONDS EAST, A DISTANCE OF 268.94 FEET TO AN
EXISTING P.K. NAIL AT THE SOUTHWEST CORNER OF THE LAND OF FRANCES B. SWIFT, AS OF
RECORD IN DEED BOOK 8494, PAGE 740, IN SAID REGISTER’S OFFICE, THENCE;

 

4.   WITH THE SOUTH LINE OF SAID SWIFT LAND, NORTH 73 DEGREES 47
MINUTES 55 SECONDS EAST, A DISTANCE OF 417.00 FEET TO AN IRON ROD SET AT THE
SOUTHEAST CORNER THEREOF, THENCE,

 

5.   WITH THE EAST LINE OF SAID SWIFT LAND, NORTH 35 DEGREES 42 SECONDS
55 MINUTES EAST, A DISTANCE OF 75.00 FEET TO AN IRON ROD SET, THENCE,

 

6.   CONTINUING WITH THE EAST LINE OF SAID SWIFT LAND, NORTH 10 DEGREES
31 MINUTES 05 SECONDS WEST, A DISTANCE OF 66.17 FEET TO AN IRON ROD SET ON THE
SOUTH RIGHT-OF-WAY LINE OF CSX RAILROAD; THENCE,

 

7.   WITH SAID SOUTH RIGHT-OF-WAY LINE OF CSX RAILROAD, NORTH 72
DEGREES 58 MINUTES 55 SECONDS EAST, A DISTANCE OF 424.87 FEET TO AN EXISTING
IRON ROD ON THE WEST RIGHT-OF-WAY LINE OF INTERSTATE 65; THENCE,

 

8.   CONTINUING WITH SAID WEST RIGHT-OF-WAY OF INTERSTATE 65, AND WITH
A FENCE, SOUTH 16 DEGREES 12 MINUTES 18 SECONDS WEST, A DISTANCE OF 141.68 FEET
TO AN IRON ROD SET; THENCE,

 

9.   CONTINUING WITH SAID WEST RIGHT-OF-WAY OF INTERSTATE 65, AND WITH
SAID FENCE, SOUTH 26 DEGREES 47 MINUTES 52 SECONDS EAST, A DISTANCE OF 272.95
FEET TO AN IRON ROD SET AT THE NORTHEAST CORNER OF THE LAND OF TATG, INC.
OF RECORD IN DEED BOOK 7488, 776 IN SAID REGISTER’S OFFICE; THENCE,

 

10. WITH THE NORTH LINE OF SAID TATG LAND, SOUTH 73 DEGREES 46 MINUTES
24 SECONDS WEST, A DISTANCE OF 240.90 FEET TO AN IRON ROD SET AT THE NORTHWEST
CORNER THEREOF; THENCE,

 

11. WITH THE WEST LINE OF SAID TATG LAND, SOUTH 16 DEGREES 28 MINUTES 05
SECONDS EAST, A DISTANCE OF 9.02 FEET TO AN IRON ROD SET ON THE RIGHT-OF-WAY
LINE OF THE NORTHERLY END OF SECOND STREET; THENCE,

 

12. WITH SAID RIGHT-OF-WAY LINE OF NORTH SECOND STREET, AND WITH A
TANGENT CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET, A DELTA ANGLE OF 152
DEGREES 25 MINUTES 50 SECONDS, A CHORD OF SOUTH 09 DEGREES 10 MINUTES 50
SECONDS WEST, 97.12 FEET, AND ARC DISTANCE OF 133.02 FEET TO AN IRON ROD SET AT
THE POINT OF REVERSE CURVATURE; THENCE,

 

13.  CONTINUING WITH SAID RIGHT-OF-WAY LINE OF NORTH SECOND STREET, AND
WITH A TANGENT CURVE TO THE RIGHT, HAVING A RADIUS OF 18.44 FEET, A DELTA ANGLE OF 50 DEGREES 34 MINUTES
00 SECONDS, A CHORD OF SOUTH 41 DEGREES 45 MINUTES 05 SECONDS EAST, 15.75 FEET,
AND ARC DISTANCE OF 16.27 FEET TO AN IRON ROD SET AT THE POINT OF TANGENCY,
THENCE,

 

14.  CONTINUING WITH SAID WEST RIGHT-OF-WAY LINE OF NORTH SECOND STREET,
SOUTH 16 DEGREES 28 MINUTES 05 SECONDS EAST, A DISTANCE OF 492.27 FEET TO AN
IRON ROD SET AT THE POINT OF CURVATURE OF THE FOLLOWING TANGENT CURVE; THENCE,

 

1

 

15.  WITH SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 19.09 FEET, A
DELTA ANGLE OF 94 DEGREES 21 MINUTES 00 SECONDS. A CHORD OF SOUTH 30 DEGREES 42
MINUTES 25 SECONDS WEST, 27.87 FEET, AND AN ARC DISTANCE OF 31.29 FEET TO AN
IRON ROD SET AT THE POINT OF TANGENCY AND ON THE NORTH LIEN OF SAID MAIN
STREET, THENCE, WITH SAID NORTH RIGHT-OF-WAY LINE OF MAIN STREET AND THE
FOLLOWING 9 CALLS (LINES 16 THROUGH 24);

 

16.  SOUTH 77 DEGREES 45 MINUTES 18 SECONDS WEST, A DISTANCE OF 178.61
FEET, TO AN IRON ROD SET AT THE POINT OF CURVATURE OF THE FOLLOWING TANGENT
CURVE; THENCE,

 

17.  WITH SAID CURVE TO THE LEFT, HAVING A RADIUS OF 150.20 FEET, A
DELTA ANGLE OF 17 DEGREES 05 MINUTES 25 SECONDS, A CHORD OF SOUTH 63 DEGREES 59
MINUTES 12 SECONDS WEST, 44.62 FEET, AND AN ARC DISTANCE OF 44.80 FEET TO AN
IRON ROD SET AT THE POINT OF TANGENCY; THENCE,

 

18.  SOUTH 51 DEGREES 52 MINUTES 42 SECONDS WEST, A DISTANCE OF 25.14
FEET TO AN IRON ROD SET AT THE POINT OF CURVATURE OF THE FOLLOWING TANGENT
CURVE; THENCE,

 

19.  WITH SAID CURVE TO THE LEFT, HAVING A RADIUS OF 121.97 FEET, A
DELTA ANGLE OF 25 DEGREES 52 MINUTES 00 SECONDS, A CHORD OF SOUTH 64 DEGREES 27
MINUTES 55 SECONDS WEST, 54.60 FEET, AND
AN ARC DISTANCE OF 55.07 FEET TO AN IRON ROD SET AT THE POINT OF
TANGENCY; THENCE,

 

20.  SOUTH 77 DEGREES 23 MINUTES 55 SECONDS WEST, A DISTANCE OF 42.94
FEET TO AN IRON ROD SET AT THE POINT OF CURVATURE OF THE FOLLOWING TANGENT
CURVE, THENCE,

 

21.  WITH SAID CURVE TO THE LEFT, HAVING A RADIUS OF 4583.38 FEET, A
DELTA OF 01 DEGREE 15 MINUTES 01 SECONDS, A CHORD OF SOUTH 76 DEGREES 46
MINUTES 24 SECONDS WEST, 100.01 FEET, AND AN ARC DISTANCE OF 100.02 FEET TO AN
IRON ROD SET AT THE POINT OF COMPOUND CURVATURE; THENCE,

 

22.  WITH A NON-TANGENT CURVE TO THE LEFT, HAVING A RADIUS OF 881.37
FEET, A DELTA ANGLE OF 05 DEGREES 31 MINUTES 31 SECONDS, A CHORD OF SOUTH 73
DEGREES 23 MINUTES 08 SECONDS WEST, 84.96 FEET, AND AN ARC DISTANCE OF 84.99
FEET TO AN IRON ROD, THENCE,

 

23.  SOUTH 71 DEGREES 50 MINUTES 19 SECONDS WEST, A DISTANCE OF 61.01
FEET TO AN IRON ROD SET; THENCE,

 

24.  SOUTH 70 DEGREES 40 MINUTES 02 SECONDS WEST, A DISTANCE OF 74.69
FEET TO THE POINT OF BEGINNING.

 

ALSO ENCUMBERING THE FOLLOWING DESCRIBED LAND TO
THE EXTENT NOT INCLUDED IN THE AFOREDESCRIBED LAND;

 

LAND IN DAVIDSON COUNTY, TENNESSEE, BEING LOT
NOS. 1, 2, 3 AND 4 ON THE PLAN OF RESUBDIVISION OF LOT NUMBER OF PART OF
LOT NUMBER 1 THRU 15, 66 THRU 93 AND PORTIONS OF STREETS AND ALLEYS SHOWN ON
SHELBY’S FIRST ADDITION TO EDGEFIELD, AS OF RECORDING BOOK 12, PAGE 524,
REGISTER’S OFFICE FOR DAVIDSON COUNTY, TENNESSEE, AS OF RECORD IN PLAT BOOK
5200, PAGE 72, REGISTER’S OFFICE FOR DAVIDSON COUNTY, TENNESSEE.

 

BEING THE SAME PROPERTY CONVEYED TO TRUCKSTOPS
CORPORATION OF AMERICA, BY DEED FROM MARTHA WHITE FOODS, INC. AS OF RECORD
IN BOOK 5302, PAGE 842; BY DEED FROM WAYNE WALLACE, ET AL, AS OF RECORD IN BOOK
5302, PAGE 846; BY DEED FROM THIRD NATIONAL BANK IN NASHVILLE, SUCCESSOR TRUSTEE, AS OF RECORD IN BOOK 5302,
PAGE 849; BY DEED FROM E.B. SMITH, JR., AND WIFE, KATHRYN KEENAN SMITH, AS OF
RECORD IN BOOK 5302, PAGE 852; BY DEED FROM LOUISVILLE AND NASHVILLE RAILROAD
COMPANY, AS OF RECORD IN BOOK 5305, PAGE 564; BY DEED FROM JOHN E. PATTON AND
WIFE, RITA PATTON, AS OF RECORD IN BOOK 5256, PAGE 798, BY DEED FROM RAMEL
ADVERTISING ASSOCIATES OF TENNESSEE, A limited
PARTNERSHIP, AS OF RECORD IN BOOK 5357, PAGE 994, BY DEED FROM RYDER
SYSTEM, INC. AS OF RECORD IN BOOK 6225, PAGE 944, REGISTER’S OFFICE FOR
DAVIDSON COUNTY, TENNESSEE.

 

BEING ALSO DESCRIBED ACCORDING TO A SURVEY MADE
BY INTERNATIONAL LAND SURVEYING, INC., DATED SEPTEMBER 13, 1993, DWG. NO.
93-08-01;027 AS FOLLOWS:

 

2

 

LYING IN THE FIRST CIVIL DISTRICT, METROPOLITAN
NASHVILLE-DAVIDSON COUNTY, TENNESSEE, BEING THE LAND OF TRUCKSTOPS CORPORATION
OF AMERICA, AS OF RECORD IN DEED BOOK 5302, PAGE 842, DEED BOOK 5302, PAGE 846,
DEED BOOK 5302, PAGE 849, DEED BOOK 5302, PAGE 852; DEED BOOK 5305, PAGE 564;
DEED BOOK 5256, PAGE 798; DEED BOOK 5257, PAGE 994; AND DEED BOOK 6225, PAGE
944 ALL IN THE REGISTER’S OFFICE FOR DAVIDSON COUNTY, TENNESSEE, SAID LAND ALSO
BEING ALL OF LOTS 1, 2, 3 AND 4 ON THE PLAN OF “RESUBDIVISION OF LOT NUMBER OR
PART OF LOT NUMBERS 1 THRU 15, 66 THRU 93 AND PORTIONS OF STREETS AND
ALLEYS SHOWN ON SHELBY’S FIRST ADDITIONS TO EDGEFIELD, AS OF RECORD IN BOOK 12,
PAGE 524, R.O.D.C.” SAID RESUBDIVISION AS OF RECORD IN BOOK 5200, PAGE
72, IN SAID REGISTER’S OFFICE.

 

BEING THE SAME PROPERTY CONVEYED TO TA OPERATING
CORPORATION, A DELAWARE CORPORATION BY SPECIAL WARRANTY DEED FROM TRUCKSTOPS
CORPORATION OF AMERICA, A DELAWARE CORPORATION OF RECORD IN BOOK 9188, PAGE 50
AND BY QUITCLAIM DEED OF RECORD IN BOOK 9188, PAGE 60, BOTH IN THE REGISTER’S
OFFICE FOR DAVIDSON COUNTY, TENNESSEE.

 

3

 

A-122

 

	
   

  	
  3.055 Amarillo, TX

  
	
   

  	
  7000 I-40 East Whitaker Road

  
	
   

  	
  Amarillo, TX 79118

  
	
   

  	
  (TCA Site No. 55)

  

 

A 28,9323 acre tract
of land being all of Lots 1 and 2, Block 1, Unocal Addition Unit No. 1, an
Addition to the City of Amarillo in Section 90, Block 2, AB&M Survey, Potter County,
Texas, as filed of record in Volume 2079, Page 55 of the Official Public
Records of Potter County, Texas, and being further described by metes and
bounds as follows:

 

BEGINNING at a 1/2
inch iron rod with a red plastic cap marked “KELLEY-RPLS-1583” found in the
Easterly right-of-way line of Whitaker Road and the Southerly right-of-way line
of U.S. Interstate Highway 40 marking the most westerly northwest corner of
this tract;

 

THENCE N 43 degrees 24’ 22” E, along the
Southerly right-of-way line of Interst Highway 40, a distance of 18.52 feet (RI:
N 43 degrees 43’ 30” E. 18.20’) to a wooden highway monument with a 60 D nail
found in the center marking the most Northerly Northwest corner of this tract
and from which the Northwest corner of said Section 90 as shown on the
recorded plat of said Unocal Addition Unit No. 1 bears 43 degrees S 43’ 30”, 53.88’; West 22.60’; N 0
degrees 06’ 00” E, 342.20’;

 

THENCE N 87 degrees
18’ 37” E (Base Bearing), along the Southerly right-of-way line Interstate
Highway 40, a distance of 576.00 feet (RI: N 87 degrees 18’ 37” E, 575.30’) to
an “X” in concrete set marking
a point of intersection in the North line of this tract;

 

THENCE S 89 degrees
50’ 55” E, along the Southerly right-of-way line of Interstate Highway 40, a
distance of 372.82 feet (RI: S 89 degrees 54’ 00” E 372.86’) to 1/2 inch iron
rod found with a yellow cap marked “THOMAS-RPS-2203” mar king the Northeast
corner of this tract;

 

THENCE S 0 degrees 07’
31” W, along the East line of Lot 1, Block 1, ASCO Addition Unit No. 1, an
Addition to the City of Amarillo in said
Section 90 as filed of record in Volume 1200, Page 419-420 of
the Deed Records of Potter County, Texas, a distance of 1319.78 feet (RI: S 0 degrees 06’ 00” W 1320.00) to a
1/2 inch iron rod found with yellow cap marked “THOMAS-RPS-2203” marking the
Southeast corner of this tract;

 

THENCE S 89 degrees 58’ 41” W, a distance of
960.00 feet (RI: S 89 degrees 59’ 30” W 960.04 to a 1/2 inch iron rod found
with a red plastic cap marked “A&A RPLS 2964” in the East right-of-way line
of Whitaker Road marking the Southwest corner of this tract;

 

THENCE N 0 degrees 05’
16” E, along the Easterly right-of-way line of Whitaker road distance of
1280.66 feet (RI: N 0 degrees 06’ 00” E 1241.47’) to the PLACE OF BEGINNING.

 

LESS AND
EXCEPT:

 

A 5.304 acre tract of land being out of Lot 1 & Lot 2, Block
1, Unocal Addition

 

 

Unit No. 1,
Potter County, Texas, according to the recorded map or plat thereof, as
recorded in Volume 2079, Page 55 of the Official Public Records of Potter
County, Texas, said 5.304 acre tract being further described by metes and bounds as follows:

 

The Point of
Beginning is a 1/2” rebar with a Yellow Cap marked “GOLLADAY” found, in the
South right-of-way line of Interstate 40, at the Northeast corner of said Lot 1, Block 1, Unocal
Addition Unit No. 1, same
being the Northwest corner of Lot 1, Block 1, ASCO Addition Unit No. 1,
according to the recorded map or plat thereof as recorded in Volume 1200,
Page 419 of the Deed Records of Potter County, Texas, and being the
Northeast corner of this tract;

 

THENCE S 00 degrees
05’ 20” W on the common line of said Unocal Addition Unit No.1 and ASCO
Addition Unit No. 1, at a
distance of 950.11 feet pass the Southeast corner of said Lot 1, Block 1,
Unocal Addition Unit No. 1, same being the Northeast corner of said Lot 2,
Block 1, Unocal Addition Unit No. 1, continue for a total distance of
1320.15 feet to 1/2” rebar with a red plastic cap marked” APEX 5275” (such type
rebar hereafter being refereed to as an APEX-Cap) found at the Southeast corner
of said Lot 2, Block 1, Unocal Addition Unit No. 1, same being the
Southwest corner of ASCO Addition Unit No. 1, and being the Southeast
corner of this tract;

 

THENCE S 89 degrees
58’ 07” W on the South line of said Lot 2, Block 1, Unocal Addition Unit
No. 1, same being the South line of this tract, for a distance of 175.00
feet to an APEX-CAP set for the Southwest corner of this tract;

 

THENCE N 00’ 05’ 20”
E on the West line of this tract, at a distance of 370.04 feet pass the North
line of said Lot 2, Block 1, Unocal Addition Unit No. 1, continue for a
total distance of 1320.55 feet to an APEX Cap set in the South right-of-way
line of Interstate 40 for the Northwest corner of this tract;

 

THENCE S 89 degrees
54’ 00” E (Base hearing) on the South right-of-way line of Interstate 40 for a
distance of 175.00 beet to the POINT OF BEGINNING.

 

Said tract contains
5.304 acres of land, and is now know as Lot 2, Block 1, ASCO Addition Unit No. 2, being a replat of
the East 175 feet of Lots 1 and 2, Block 1, Unocal Addition Unit No. 1, an
Addition to the City of Amarillo, according to the recorded map or plat
thereof, of record in Volume 3118, Page 541, Official Public Records,
Potter County, Texas.

 

 

	
   

  	
  3.055 Amarillo, TX

  
	
   

  	
  7000 I-40 East
  Whitaker Road

  
	
   

  	
  Amarillo, TX 79118

  
	
   

  	
  (TCA Site No. 55)

  

 

Leasehold Parcel

 

DESCRIPTION:

 

A 5.00 ACRE TRACT OF LAND OUT OF SECTION 30,
BLOCK 2, A.B. & M. SURVEY, POTTER COUNTY, TEXAS, DESCRIBED BY
METES AND BOUNDS TO-WIT:

 

COMMENCING AT THE NORTHEAST CORNER OF SAID
SECTION 30; THENCE WEST 2,245.64 FT. TO A POINT; THENCE SOUTH 1,650.37 FT.
TO A POINT MARKING THE SOUTHEAST CORNER AND TRUE PLACE OF BEGINNING OF
THE TRACT OF LAND HEREIN DESCRIBED;

 

THENCE N 89°55’45”
W 350.00 FT. TO THE SOUTHWEST CORNER;

 

THENCE N 00°04’15”
E 622.29 FT. TO THE NORTHWEST CORNER;

 

THENCE S 89°55’45”
E 350.00 FT. TO THE NORTHEAST CORNER;

 

THENCE S 00°04’15”
W 622.29 FT. TO THE PLACE OF BEGINNING AND CONTAINING AN AREA OF 5.00
ACRES OF LAND.

 

UTILITY EASEMENT (A)

 

DESCRIPTION:

 

A
TRACT OF LAND IN SECTION 30, BLOCK 2, A.B. & M. SURVEY, POTTER COUNTY,
TEXAS, BEING TWENTY FEET IN WIDTH AND LAYING TEN FEET EACH SIDE OF A CENTER LINE DESCRIBED BY
METES AND BOUNDS TO-WIT:

 

COMMENCING
AT THE NORTHEAST CORNER OF SAID SECTION 30; THENCE WEST 2,445.64 FT. TO A
POINT; THENCE SOUTH 1,650.12 FT. TO A POINT IN THE SOUTH LINE OF A 5 ACRE TRACT
OF LAND MARKING THE TRUE PLACE OF BEGINNING AND NORTHERLY TERMINUS OF THE
CENTER LINE HEREIN DESCRIBED, THE SOUTHWEST CORNER OF SAID 5 ACRE TRACT BEARS N 89°55’45” W 150.00 FT. FROM SAID BEGINNING POINT;

 

THENCE
S 13°31’09” W 214.99 FT. TO A
POINT MARKING THE SOUTHERLY TERMINUS OF SAID CENTER LINE.

 

 

UTILITY
EASEMENT (B)

 

DESCRIPTION:

 

A
TRACT OF LAND
IN SECTION 30, BLOCK 2,
A.B. & M. SURVEY, POTTER COUNTY, TEXAS, BEING TWENTY FEET IN WIDTH AND
LAYING TEN FEET EACH SIDE OF A CENTER LINE DESCRIBED BY METES AND BOUNDS
TO-WIT:

 

COMMENCING
AT THE NORTHEAST CORNER OF SAID SECTION 30; THENCE WEST 687.83 FT. TO A
POINT; THENCE SOUTH 1,336.36 FT. TO A POINT IN THE WEST LINE OF A 10 ACRE
TRACT OF LAND MARKING THE TRUE PLACE OF BEGINNING AND  EASTERLY
TERMINUS OF THE CENTER LINE
HEREIN DESCRIBED, THE SOUTHWEST CORNER OF SAID 10 ACRE TRACT BEARS S 00”14’31”
W 320.58 FT. FROM SAID BEGINNING POINT;

 

THENCE
S 87°58’34” W 511.92 FT. TO A POINT;

 

THENCE
S 86°46’22” W 1,047.57 FT. TO A
POINT IN THE EAST LINE OF A 5.00 ACRE TRACT 385.33 FT. SOUTH OF THE NORTHEAST
CORNER OF SAID 5.00 ACRE TRACT MARKING THE WESTERLY TERMINUS OF SAID CENTER
LINE.

 

 

A-123

 

	
   

  	
  3.017 Baytown, TX

  
	
   

  	
  6800 Thompson Road

  
	
   

  	
  Baytown, TX 77522

  
	
   

  	
  (TCA Site No. 17)

  

 

TRACT
I:

 

Being
a 0.9451 acre tract or parcel of land, more or less, situated in WILLIAM HILBUS
SURVEY, Abstract No. 336, Harris County, Texas, being out of Block One
(1), Unit “D” of Elena Fruit and Cotton Farms, a subdivision in Harris County,
Texas, according to the map or plat thereof recorded in Volume 1, Page 48
and 49, of the Deed Records of Harris County, Texas, said Block One
(1) being the same land conveyed by General Warranty Deed dated
January 16,1935, to Clyde M. Harper and recorded in Volume 1001,
Page 614, of the Deed Records of Harris County, Texas, said  0.9451
acre tract herein described being the same property conveyed to DECKER DRIVE
INVESTORS, LTD by E. A Smith, Jr. in deed dated August 20, 1969, and
recorded under County Clerk’s File No. C969998 of the Real Property
Records of Harris County, Texas, said 09451
acre tract or parcel of land herein described being mare particularly described
by metes and bounds as follows:

 

BEGINNING
at a 1 inch iron rod set in the southeast right-of-way line of Interstate
Highway No. 10 at its intersection with the East right-of-way line of
Thompson Road, said intersection point being called South 00 deg. 40 min. 06
sec, East, a distance of 1,131,41 feet from the Northwest corner of said Block
One (1) Unit “D” of Elena Fruit and Cotton Farms on the South right-of-way
line of Ellis School Road;

 

THENCE,
North 33 deg.. 02 min. 49 sec. East, with the Southeast right-of-way line of Interstate
Highway No. 10, a distance or 83.26 feet (called 83.2 feet) to a 1 inch
iron rod set at a point of intersection in the Southeast right-of-way line of
Interstate Highway No. 10 for a corner of the herein described tract;

 

THENCE,
North 66 deg. 46 min. 30 sec. East, continuing with the Southeast right-of-way
line of Interstate Highway No. 10, a distance of 140.48 feet (called
140,00 feet) to a 3/8 inch iron rod found for the Northeast corner of the
herein described tract;

 

THENCE,
South 22 deg. 18 min. 55 sec. East, (called South 22 deg. 41
min. 13 sec. East), a distance
of 185.47 feet (called 184,73 feet) to a 1/2 inch iron rod found for the Southeast corner of the herein described
tract;

 

THENCE,
South 66 deg. 34 min. 22 sec. West (called South 66 deg. 46 min. 30 Sec, West),
a distance of 265.00 feet to a point in the East right-of-way line of Thompson Road marking the Southwest corner
of the herein described tract from which a found 5/8 inch iron rod bears North
a distance of 0,25 feet and East a distance of 0,60 feet;

 

THENCE,
North 00 deg, 40 min. 00 sec. West, with the East right-of-way line of Thompson
Road, a distance of 151.76 feet (called 150.00 feet) the POINT OF BEGINNING,
containing 41.168.18 square feet or 09451 acres of land, more or less.

 

1

 

Exhibit A 
(Continued)

 

TRACT
II:

 

Being
a 0.2578 acre tract of land, more or less„ situated in the WILLIAM HILBUS
SURVEY, Abstract No. 336, Harris County, Texas, being out of Block One
(1) Unit “D” of Elena Fruit and Cotton Farms, a subdivision in Harris County, Texas, according to
the map or plat thereof recorded in Volume 7, Pages 48 and 49, of the Deed Records of
Harris County, Texas, said Block One (1) being the same land conveyed by
General Warranty Deed dated January 18, 1935, to Clyde M. Harper and
recorded in Volume 1001, Page 614, of the Deed Records of Harris County,
Texas, said 02578 acre tract of land being more particularly described by metes
and bounds as follows;

 

COMMENCING
at the intersection of the southeast right-of-way line of interstate Highway
No. 10 with the East right-of-way line of Thompson Road, said intersection
point being called South 00 deg. 40 min. East, a distance of 11.37.41 feet from
the Northwest corner of said Block One (1) Unit “D” of Elena Fruit and
Cotton Farms on the South right-of-way line of Ellis School Road;

 

THENCE,
North 33 deg, 02 min, 49 sec. East, with the Southeast right-of-way line of
Interstate Highway No. 10, a distance of 83.26 feet (called 86.2 feet) to
a point of intersection in the southeast right-of-way line of Interstate
Highway No. 10;

 

THENCE,
North 66 deg, 46 min, 30 sec, East, continuing with the Southeast right-of-way
line of Interstate Highway No. 10, a distance of 140,48 feet (called 140.00
feet) to a 3/8 inch iron rod found for the Northwesterly most corner of the
herein described tract and POINT OF BEGINNING;

 

THENCE,
North 66 deg” 46 min. 30 sec, East, continuing with the Southeast right-of-way line
of Interstate Highway No. 10, a distance of 60.00 feet to a point marking the Northeasterly
most corner of the herein described tract from which a found 5/8 inch iron rod
bears South a distance of 0.15 feet and East a distance of 0.08 feet;

 

THENCE,
South 22 deg. 40 min, 33 sec. East, a distance of 185.24 feet to a 518 inch
iron rod found for the Southeasterly most corner of the herein described tract;

 

THENCE,
South 66 deg. 34 min. 22 sec. West, a distance of 61.17 feet to a 112 inch iron
rod found for the Southwesterly most corner of the herein described tract;

 

THENCE,
North 22 deg. 18 min. 55 sec. West, a distance of 18574 feet to the POINT OF
BEGINNING, containing 11,228.50 square feat or 0.2578 acres of land, more or
less.

 

2

 

TRACT
III:

 

Being
a 16.0520 acre tract or parcel of land, more or less, situated in the WILLIAM
HILBUS SURVEY, Abstract No. 336, Harris County, Texas, being out of Block
One (1), Unit “D”, of Elena Fruit and Cotton Farms, a subdivision in Harris
County, Texas according to the map or plat thereof recorded in Volume 7,
Pages 48 and 49, of the Map Records of Harris County, Texas, said Block
One (1) being the same land conveyed by General Warranty Deed dated
January 16, 1935 to Clyde M. Harper and recorded in Volume 1001, Page 814
of the Deed

 

Records
of Harris County, Texas, said 16.0520 acre tract herein described being more particularly
described by metes and bounds as follows:

 

COMMENCING
at a 112 inch iron rod found in the East right-of-way line of Thompson Road at
the Southwest corner of said Block One (1), Unit “D”, of Elena Fruit and Cotton
Farm, said iron rod being also, the Southwest corner of the herein described
tract;

 

THENCE,
North 88 deg, 49 min, 47 sec. East, with the South line of said Block One (1),
Unit “D”, of Elena Fruit and Cotton Farm and the South line of the herein
described tract, a distance of 1062.87 feet to a 112 inch iron rod set in the
Westerly most line of the San Jacinto
River Authority Canal right-of-way (120 feet wide), said canal right-of-way
being originally described by field notes on a plat by A, C. Stimson, County
Surveyor, dated December 21, 1942, for Federal Works Agency War Public
Works, Harris County War Industries Water Supply, Docket No.. Tex. 41-564,
Parcel No. E-59E;

 

THENCE,
North 06 deg. 50 min. 16 sec, West, with the Westerly most line of the said San
Jacinto River Authority Canal right-of-way (120 feet wide) as established on
the ground the date of this survey and with the full knowledge of the San
Jacinto River Authority Canal Right-of-way Department, a distance of 947.39
feet to a 112 inch iron rod set in the Southerly most right-of-way line of
Interstate Highway No. 10 for the Northeasterly most corner of the herein
described tract;

 

THENCE, South 66 deg. 46 Min. 30 min. West, with the
Southerly most right-of-way line of Interstate
Highway No. 10. said right-of-way being described on Texas State Highway Department Right-of-way Map dated February 28, 1947 and
revised September, 1963 and with the Northerly most line of the herein
described tract, a distance of 261.10 feet to a point marking a corner of the
herein described tract and a point of intersection in the Southerly most
right-of-way line of Interstate Highway No. 10, from which a concrete
highway right-of-way monument bears South a distance of 0.18 feet and East a
distance of 1.28 feet;

 

THENCE,
South 51 deg. 46 min. 30 sec. West, continuing with the Southerly most
right-of-way line of No. 10 and the Northerly most line of the herein described
tract, a distance of 69,50 feet a corner of the herein described tract and a
point of intersection in the Southerly most right-of-way line of Interstate
Highway No. 10. from which a found concrete highway monument bears South a

 

3

 

distance
of 0.47 feet and East a distance of 1.19 feet;

 

THENCE,
South 66 deg. 46 min. 30 min. West, continuing with the Southerly most
right-of-way line of Interstate Highway No. 10 and the Northerly most line
of the herein described tract, a distance of 469.32 feet to a point marking the
Northeasterly most corner of a tract calculated to be 1.2029 acres conveyed
from Clyde K. Harper to E, A. Smith, Jr.
by deed dated December 21, 1966, said point being a corner of the herein
described tract from which a 50 inch iron rod bears South a distance of 0.15
feet and East a distance of 0,08 feet;

 

THENCE,
South 22 deg. 40 min, 33 sec. East (called South 22 deg. 41 min. 13 sec. East),
with the Easterly most line of the said E. A. Smith, Jr.  tract
a distance of 185.24 feet (called
184,7) feet to a 518 inch iron rod found
for the Southeast corner of the said E. A. Smith, Jr. tract and an
interior corner of the herein described tract;

 

THENCE,
South 66 deg. 34 min. 22 sec. West, (called South 66 deg. 48 min. 30 sec.
West), with the Southerly most line of the said E. A, Smith, Jr. tract, a
distance of 326.17 feet (called 325.00 feet) to a point in the East
right-of-way line of Thompson Road marking the Southwesterly most corner of the
said E. A. Smith. Jr. tract and a corner of the hereon described tract from
which a 5/8 inch iron rod bears North 0.25 feet and East 0.60 feet;

 

THENCE,
South 00 deg. 40 min. 00 sec. East, with the East right-of-way line of Thompson
Road, the west line of said Block One (I), Unit “0”, Elena Fruit and Cotton
Farms and the west line of the herein described tract, a distance of 330.74
feet to the POINT OF BEGINNING, containing 699,226,43 square feet or
16.0520 acres, more or less.

 

ALSO
DESCRIBED AS FOLLOWS:

 

Being
a 17.255 acre tract or parcel of land, more or less, situated in the William
Hilbus Survey, Abstract No. 336.. Harris County, Texas, being out of Block
One (1), Unit P- of Elena Fruit and Cotton Farms, a subdivision in Harris
County, Texas, according to the map or plat thereof recorded in Volume 7,
Page 48 and 49, of the Deed Records of Harris County, Texas, said Block
One (1) being the same land conveyed by a General Warranty Deed dated
January 16, 1935, to Clyde H. Harper and recorded in Volume 1001,
Page 814 of the Deed Records of Harris County, Texas, said 17.255 acre
tract or parcel of land herein described being more particularly described by
metes and bounds as follows:

 

BEGINNING,
at a 518 inch iron rod set (found 1 inch iron bar bears North 10 degrees 01
minute 39 seconds east, 3.04 feet from property corner) in the southeast
right-of-way line of Intersection Highway No. 10 at its intersection with
the east right of way line of Thompson Road, said intersection point being
called South 00 degree 40 minutes 00 seconds east, a distance of 1,131,41 feet
from the northwest corner of said Block One, (1), Unit “D” of Elena Fruit and
Cotton Farms on the south right-or-way line of Ellis School Road;

 

4

 

THENCE,
North 33 degrees 02 minutes 49 seconds East, with the southeast right-of-way
line of Interstate Highway No.10, a distance of 83,26 feet (called 83.2) to a 1
inch iron bar found at a point of intersection in the southeast right-of-way
line of Interstate Highway No. 10 for a corner of the herein described
tract;

 

THENCE,
North 66 degrees 46 minute 30 seconds East, continuing with the southeast
right-of-way line of Interstate Highway No. 10, a distance of 669.8 feet
to a point from which a found concrete highway iron disk bears South 12 degrees
28 minutes 10 seconds East, 1.30 feet;

 

THENCE,
North 51 degrees 46 minutes, 30 seconds East, continuing with the southerly
most right-of-way line of interstate Highway No 10 and the northerly most line
of the herein described tract, a distance of 69.50 feet to a point marking the
corner of the herein described tract and a point of intersection in the
southerly most right-of-way line of Interstate Highway No. 10, from which
a found concrete highway right-of-way bears South 82 degrees 15 minutes 49 seconds
east, 1.32 feet;

 

THENCE,
North 66 degrees 46 minutes 30 seconds east, continuing with the southerly most
right-of-way line of interstate Highway No. 10 and the northerly most line
of the herein described tract, a distance of 261.10 feet to a found 112 inch iron
rod;

 

THENCE,
South 06 degrees 50 minute a 16 seconds east, with the westerly most line of
the said San Jacinto River Authority Canal right-of-way (120 feet wide) as
established on the ground the data of this survey and with the full knowledge
of the San Jacinto River Authority Canal right-of-way department, a distance of
947.39 feet to a 518 inch iron rod;

 

THENCE,
South 88 degrees 49 minutes 47 seconds west, with the
south line of said Block One (1), Unit “D”, of Elena Fruit and Cotton Farms and the south
line of the herein described tract, a distance of 1,062.87 feet to a point in
the east right-of-way of Thompson Road at the southwest corner of said Block One (1), Unit “D”, of Elena
Fruit and Cotton Farm, said point being also the southeast corner of the herein
described tract from which a found 112 inch iron rod bears North 67 degrees 46
minutes 29 seconds east, 0.60 feet;

 

THENCE,
North 00 degrees 40 minutes 00 seconds west, with the east right-of-way line of
Thompson Road, the west line of said Block One (I) Unit “D”, Elena Fruit
and Cotton Farms and the west line of the herein described tract, a distance of
482.5 feet to the POINT OF BEGINNING, containing 751,622 square feet or 17.255
acres of land, more or less.

 

5

 

A-124

 

	
   

  	
  3.230 Big Spring,
  TX

  
	
   

  	
  704 West Interstate
  20

  
	
   

  	
  P.O. Box 1067

  
	
   

  	
  Big Spring, TX 79720

  
	
   

  	
  (TCA Site No. 230)

  

 

Legal Description

 

Tract
No. 1: BEING a 12.857 acre tract, more or less, out of NW/4 of
Section 42, Block 32, T-1-N, T.&P. RR. Co. Survey, Howard
County, Texas, described by metes and bounds as follows:

 

BEGINNING
at a 1/2” I.R. found in the East right-of-way line of U.S. Highway No. 87
in the NW/4 of Section 42, Block 32, T-1-N, T.&P. RR. Co. Survey,
Howard County, Texas for the NW corner of this tract; from whence the NW corner
of said Section 42 bears S. 75°29’ W. 50.0’ and N. 14°27’ W. 809.28’

 

THENCE
N. 75°29’ E. 650.0’ to a 1/2” I.R. found for the NE corner of this tract

 

THENCE
S. 14°27’ E. along the West line of a 130.0 acre tract, 861.62’ to a 1/2” I.R.
found for a corner of said 130.0 acre tract and the SE corner of this tract

 

THENCE
S. 75°29’ W. 650.0’ to a 1/2” I.R. found in the East right-of-way line of said
U.S. Highway No. 87 for the NW corner of a 6.404 acre tract and the SW corner
of this tract

 

THENCE
N. 14°27’ W. along the East right-of-way line of said U.S. Highway No. 87,
861.62’ to the PLACE OF BEGINNING.

 

Tract
No. 2: BEING a 6.404 acre tract, more or less, out of NW/4 of Section 42, Block 32, T-1-N,
T.&P. RR. Co. Survey, Howard County, Texas, described by metes and bounds
as follows:

 

BEGINNING
at a 1/2” I.R. found in the East right-of-way line of U.S. Highway No. 87
in the NW/4 of Section 42, Block 32, T-1-N, T.&P. RR. Co. Survey,
Howard County, Texas for the NW corner of this tract; from whence the NW corner
of said Section 42 bears S. 75°29’ W. 50.0’ and N.  14°27’ W.
1670.9’

 

THENCE
N.  75°29’
E. along the South line of a 12.857 acre tract, 423.77’ to a 5/8” I.R. found
for the NE corner of this tract

 

THENCE
S. 14°43’ E. along the West line of a 3.217 acre tract, 150.9’ to a mag nail
found for a corner of said 3.217 acre tract and a corner of this tract

 

THENCE
N. 74°42’27” E. 82.0’ to a mag
nail found for a corner of said 3.217 acre tract and a corner of this tract

 

THENCE
S. 14°52’29” E. along the West line of said 3.217 acre tract, 107.2’ to a 5/8”
I.R. found for a corner of said 3.217 acre tract and a corner of this tract

 

THENCE
S.  75°07’31”
W. 9.0’ to a nail in concrete found for a corner of said 3.217 acre tract and
an interior corner of this tract

 

THENCE S. 14°52’29” E. along the West line of said
3.217 acre tract, 376.35’ to a 5/8” I.R. found in the North right-of-way line
of Interstate Highway No. 20. for the SW corner of said 3.217 acre tract
and the SE corner of this tract

 

THENCE S. 84°44’ W. along the North right-of-way line of said Interstate Highway No. 20,342.85’ to
a nail set for a corner of this tract

 

THENCE
S. 75°33’ W. along the North right-of-way line of said Interstate Highway No. 20, 43.3’ to a nail set for a
corner of this tract

 

THENCE
N. 58°24’54” W. 135.95’ to a nail set in the East right-of-way line of said
U.S. Highway No. 87 for a corner of this tract

 

THENCE
N. 25°51’15” W. along the East right-of-way line of said U.S. Highway No. 87,
122.42’ to a nail set for a point of angle in the West line of this tract

 

THENCE
Northwesterly along the East line of said U.S. Highway No. 87 and with the
arc of said curve to the right having a delta of 1°43’47” and a radius of
1859.859’ (Chord bearing N. 15°10’18”
W. 56.147’) 56.15’ to a nail set for a point of angle in the West line of this
tract

 

THENCE
N. 14°27’ W. along the East right-of-way line of said U.S. Highway No. 87,
304.09’ to the PLACE OF BEGINNING.

 

 

A-125

 

	
   

  	
  3.150 Dallas South, TX

  
	
   

  	
  7751 Bonnie View Road

  
	
   

  	
  Dallas, TX 75241

  
	
   

  	
  (TCA Site No. 150 -
  Dallas South)

  

 

LEGAL DESCRIPTION

 

Being Lot-1B, in
Block A/8267, of TRAVELCENTERS OF AMERICA ADDITION No. 2, an Addition to the
City of Dallas, Texas, according to the Map thereof recorded in Volume 190787,
Page 2006, of the Plat Records of Dallas County, Texas

 

 

A-126

 

	
   

  	
  3.104 Denton, TX

  
	
   

  	
  6420 N. I-35

  
	
   

  	
  Denton, TX 76207

  
	
   

  	
  (TCA Site No. 104)

  

 

- LEGAL
DESCRIPTION

 

BEGINNING at a wooden right-of-way post in the
east line of Interstate Highway 35, said post being North 89°29’ West, 282.56
feet, North 88°47’ West, 805 feet and North 03°02’ West, 555.6 feet from the
southeast corner of a certain 80 acre tract of land conveyed by deed dated
November 4, 1926 from John Bedrick and wife, Anges Bedrick to Mrs. K.
Preston as shown of record in Volume 211, page 14 of the Deed Records of
Denton County, Texas, post being on a curve to the right, said curve having a
central angle of 02°12’ 21”, a radius of 11,319.91 feet and a tangent of 217.94
feet, whose chord bears North 01°50’ 07” West, 435.80 feet;

 

THENCE along said curve, with the east line of
Interstate Highway 35, an arc distance of 435.82 feet to a set 1/2 inch iron
rod;

 

THENCE North 00°04’ 00” East, continuing along
the east line of Interstate Highway 35, 527.75 feet to a found concrete
monument;

 

THENCE
North 61°00’ 00” East, 99.55 feet to a set 1/2 inch iron rod;

 

THENCE South 58°27’ 00” East, along the southwest
line of U.S. Highway 77, 1,117.07 feet to a set § inch iron rod;

 

THENCE South 00°29’ 00” West, 448.81 feet to a
set 1/2 inch iron rod;

 

THENCE North 88°46’ 59” West, 1022.12 feet to the
POINT OF BEGINNING and containing 17.885 acres or 779,071 square feet of land,
more or less.

 

 

A-127

 

	
   

  	
  3.231 Ganado, TX

  
	
   

  	
  802 E. York, Highway 59

  
	
   

  	
  Ganado, TX 77962

  
	
   

  	
  (TCA Site No. 231)

  

 

Legal
Description

 

BEING a 11.40 acre tract or parcel of ground
being situated in the John Davis Survey, Abstract 16, Jackson County, Texas.
Said tract or parcel of ground also being part of a 48.742 acre tract recorded
in Volume 769, Page 118 among Deed Records of Jackson County, Texas, and
being more particularly described by metes and bounds below:

 

COMMENCING at a 5/8 inch
iron rod found in the South line  of the South access lane to State
Highway No. 59 (frontage road) for the Northwest corner of the herein
described 11.40 acres, also  being the Northeast corner of a
4.00 acre tract recorded in a deed front Texas A & M University
Development Foundation to Billy’s Lease Service, Inc., recorded in Volume
22, Page 661 of the Official Records of Jackson County, Texas;

 

THENCE with the existing
South line of said State Highway No. 59 the following 6 courses:

 

North 64° 45’
07” East, 150.35 feet to a 5/8 inch iron rod set;

 

North 66°34’ 54” East,
121.78 feet to a 5/8 inch iron rod set;

 

North 70° 04’ 07” East,
91.15 feet to a 5/8 inch iron rod set, replacing a broken T. H. D. concrete
monument found;

 

THENCE by a curve to the
right having a radius of 3769.12 feet, an arc of 1263.50 feet and a chord of
North 81° 02’ 27” East, 1257.59 feet to a 5/8 inch iron  rod set;

 

THENCE South 89° 21’ 20”
East, 544.07 feet to a 5/8 inch iron rod set, replacing a broken T. H. D.
concrete monument found;

 

THENCE by a curve to the
right having a radius of 1859.86 feet, an arc of 36.60 feet and a chord of South
88° 47’ 31” East, 36.60 feet to a 5/8
inch iron rod set in the center of a drainage ditch at the POINT OF BEGINNING
of this description;

 

THENCE still with the
existing South line of said State Highway No. 59 and following 4 courses:

 

By a curve to the right
having a radius of 1859.86 feet, an arc of
264.66 feet and a chord of South 84° 09’ 06” East, 264.44 feet to a 5/8 inch
iron rod set, replacing a broken T. H. D. concrete monument found;

 

By a curve to the left having a radius of 1959.86 feet, an arc of 317.46
feet and a chord of South 84° 42’ 55”  East, 317.11 feet to a 5/8 inch
iron rod set, replacing a broken T. H. D. concrete monument found;

 

THENCE South 89° 21’ 20”
East, 425.00 feet to a T. H. D. concrete
monument found;

 

THENCE South 45° 48’ 14”
East, 72.48 feet to a 5/8 inch iron rod set in the West line of Airport Road;

 

THENCE South
02° 14’ 43” East 25.37 feet with the West line of said Airport Road to a 5/8 inch iron rod set;

 

THENCE South 25° 25’ 50”
West, 88.57 feet to a 5/8  inch
iron rod set in the Northwest line of Old Highway No. 59 (Loop 522);

 

THENCE South 53° 28’ 27”
West, 757.06 feet with the Northwest line of said Old Highway No. 59 to a
5/8 inch iron red set at the intersection of the North line of Mauritz Avenue
as shown on a plat of the north Ganado Addition as recorded in Volume V, Page 179
of the Deed Records of Jackson County, Texas;

 

THENCE South 87° 22’ 20”
West, 381.41 feet with the North line of said Mauritz Avenue to a 5/8 inch iron
rod set in the center of said drainage ditch;

 

THENCE North 02° 27’ 14” West, 685.50 feet across said 48.742 acre
tract and with the center of said drainage ditch to the POINT OF BEGINNING,
CONTAINING 11.40 acres of land.

 

1

 

Tract Two:

 

BEING a 33.05 acre tract or
parcel of ground being situated in the John Davis Survey, Abstract
16, Jackson County, Texas. Said tract or parcel of ground also being
part of a 48.742 acre tract recorded in Volume 769, Page 118 among Deed
Records of Jackson County, Texas and being more particularly described by metes
and bounds as follows:

 

BEGINNING at a 5/8 inch iron rod round in the South line of
the South access lane to State Highway No. 59 (frontage road) for the Northwest
corner of the herein described 33.05 acres, also being the Northeast corner of
a 4.00 acre tract recorded in a deed from Texas A &  M University
Development Foundation to Billy’s Lease Service, Inc., recorded in Volume
22, Page 661 of the Official Records of Jackson County, Texas;

 

THENCE with the existing
South line of said State Highway No. 59 the following 6 courses:

 

North 64° 45’ 07” East,
150.35 feet to a 5/8 inch iron rod set;

 

North 66° 34’ 54” East
121.78 feet to a 5/8 inch iron rod set;

 

North 70° 04’ 07” East,
91.15 feet to a 5/8 inch iron rod set, replacing a broken T. H. D. concrete
monument found;

 

THENCE by a curve to the
right having a radius of 3769.12 feet, an arc of 1263.50 feet and a chord of
North 81° 02’ 27” East, 1257.59 feet to a 5/8 inch iron rod set;

 

THENCE South 89° 21’ 20”
East, 544.07 feet to a 5/8 inch iron rod set, replacing a broken T. H. D.
concrete monument found;

 

THENCE by a curve to the
right having a radius of 1859.86 feet, an arc of 36.60 feet and a chord of
South 88° 47’ 31” East 36.60 feet to a 5/8 inch iron rod set in the center of a
drainage ditch;

 

THENCE South 02° 27’ 14”
East 685.50 feet across said 48.742 acre tract and with the center of said
drainage ditch to a 5/8 inch
iron rod set;

 

THENCE South 87° 22’ 20”
West 2168.31 feet with the North line of Mauritz Avenue to a 5/8 inch iron rod
found at the Southeast corner of said 4.00 acre tract;

 

THENCE North 02° 29’ 20”
West 452.16 feet with the East line of said 4.00 acre tract to the POINT OF
BEGINNING, Containing 33.05 acres of land.

 

2

 

A-128

 

	
   

  	
  Legal
  Description

  	
  3.232 New Braunfels, TX

  4817 I-35 North

  New Braunfels, TX 78130

  (TCA Site No. 232)

  

 

LOT 1, HERITAGE PARK UNIT ONE, COMAL COUNTY,
TEXAS, ACCORDING TO THE MAP OR PLAT THEREOF RECORDED IN VOLUME 11, PAGE 241 OF
THE MAP AND PLAT RECORDS OF COMAL COUNTY, TEXAS, AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:

 

BEGINNING AT A 5/8” REBAR IN THE SOUTHEAST CORNER
OF SAID LOT ONE AT THE INTERSECTION OF THE WESTERLY RIGHT OF WAY LINE  OF IH-35 FRONTAGE ROAD AND THE NORTHERLY
RIGHT OF WAY OF CONRADS ROAD, THENCE NORTH 87 DEGREES 45 MINUTES 57 SECONDS
WEST A DISTANCE OF 101.57 FEET TO A 1/2” REBAR IN THE RIGHT OF WAY OF CONRADS
ROAD, THENCE NORTH 56 DEGREES 57 MINUTES 10 SECONDS WEST A DISTANCE OF 35.35
FEET TO A 5/8” REBAR WITH CAP INSCRIBED MICHAEL F. FELDBUSCH LS 5213 IN THE
RIGHT OF WAY OF CONRADS ROAD, THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN
ARC LENGTH OF 251.93 FEET WITH A RADIUS OF 1106.30 FEET WITH A CHORD BEARING OF
NORTH 51 DEGREES 39 MINUTES 57 SECONDS WEST WITH A CHORD LENGTH OF 251.82 FEET
TO A “X” IN CONCRETE IN THE RIGHT OF WAY OF CONRADS ROAD, THENCE NORTH 45
DEGREES 10 MINUTES 42 SECONDS WEST A DISTANCE OF 409.33 FEET TO A 1/2” REBAR IN
THE RIGHT OF WAY OF CONRADS ROAD, THENCE NORTH 44 DEGREES 58 MINUTES 47 SECONDS
WEST A DISTANCE OF 379.71 FEET TO A 5/8” REBAR WITH CAP INSCRIBED MICHAEL F.
FELDBUSCH LS 5213 IN THE RIGHT OF WAY OF CONRADS ROAD, THENCE NORTH 43 DEGREES
28 MINUTES 19 SECONDS EAST A DISTANCE OF 1099.98 FEET TO A 1/2” REBAR, THENCE
SOUTH 45 DEGREES 13 MINUTES 35 SECONDS EAST A DISTANCE OF 428.07 FEET TO A 1/2”
REBAR, THENCE SOUTH 31 DEGREES 58 MINUTES 57 SECONDS WEST A DISTANCE OF 556.07
FEET TO A 1/2” REBAR, THENCE SOUTH 45 DEGREES 36 MINUTES 54 SECONDS EAST A
DISTANCE OF 505.14 FEET TO A 1/2” REBAR ON THE WESTERLY RIGHT OF WAY LINE OF
IH-35 FRONTAGE ROAD, THENCE SOUTH 34 DEGREES 36 MINUTES 45 SECONDS WEST ALONG
SAID RIGHT OF WAY A DISTANCE OF 82.21 FEET TO A 5/8” REBAR, THENCE SOUTH 29
DEGREES 26 MINUTES 07 SECONDS WEST ALONG SAID RIGHT OF WAY A DISTANCE OF 390.47
FEET TO THE POINT OF BEGINNING HAVING AN AREA OF 871,589.92 SQUARE FEET, 20.01
ACRES.

 

NOTE: THE COMPANY IS PROHIBITED FROM INSURING THE
AREA OR QUANTITY OF THE LAND DESCRIBED HEREIN. ANY STATEMENT IN THE ABOVE LEGAL
DESCRIPTION OF THE AREA OR QUANTITY OF LAND IS NOT A REPRESENTATION THAT SUCH
AREA OR QUANTITY IS CORRECT, BUT IS MADE ONLY FOR INFORMATIONAL AND/OR
IDENTIFICATION PURPOSES AND DOES NOT OVERRIDE ITEM 2 OF SCHEDULE B HEREOF.

 

 

A-129

 

	
   

  	
   

  	
  3.049 Rockwall, TX 

  2105 S. Goliad Street

  P.O. Box 578

  Rockwall, TX 75087

  (TCA Site No. 49)

  

 

Legal
Description

 

Being Lots 1 and 2, in Block A, of TRAVEL CENTERS
OF AMERICA ADDITION, an Addition to the City of Rockwall, Rockwall County, Texas, according to the Map
thereof recorded in Cabinet F, Slide 98, of the Plat Records of Rockwall
County, Texas.

 

 

A-130

 

	
   

  	
   

  	
  3.147 San Antonio, TX

  6170 I-10 East

  San Antonio, TX 78219

  (TCA Site No. 147)

  

 

Legal
Description

 

Description of a 31.244 (1,360,983 Sq.  Ft.)
acre tract of land out off the Clement Texas Survey No. 133, Abstract 743,
situated partially In the City of San Ant onio,  Bexar
County, Texas, N.C.B. 17993, and County Block 5098, being a portion of
that certain 732.322 acre tract conveyed to Rosillo Creek, Inc. by Deed of
record in Volume 6656, Page 274 of the Real Property Records of Bexar
County, Texas, said 31.244 acres being more particularly described below:

 

BEGINNING, at a concrete
monument found at the northwest end of a cutback corner of the south line of
Interstate Highway 10 (R.O.W. varies) and the west line of Foster Road (120’.
R.O.W.), for the northernmost corner hereof, same being the northernmost corner
of said 732.322 acre tract;

 

THENCE, S 53 deg. 10’ 58” E,
along the said  cutback, same being the northeast
line of said 732.322 acres, a distance of 96.82 feet, to a 1/2 inch iron rod
with cap marked MiS-#4612 found for the northeasternmost corner hereof;

 

THENCE, S 00 deg. 13’ 07” E,
leaving the south line of Interstate 10, along the west line of said Foster
Road, same being the east line of said 732.322 acres, a distance of 1486.00
feet to a 1/2 inch iron rod set for the southeast corner hereof, from which a
1/2 Inch iron rod with cap marked MLS-#4612 found in the west line of Foster
Road same being the east line of said  732.322 acre tract bears S  00
deg. 13’ 08” E, a distance of 2.74 feet and S 00 deg. 18’ 16” E, a distanof
1395.97 feet;

 

THENCE, leaving west line of
said Foster Road, over and
across said 732.322 acres the following two (2) courses and distances:

 

1)    N 89
deg. 28’ 48” W, a distance of 979.27 feet to a 1/2 inch iron rod set forthe
southwest corner hereof;

 

2)    N 00 deg. 13’ 07” W, a distance of 1237.24
feet to a 1/2 inch iron rod set inthe south line of said Interstate Highway 10
for the northwest corner hereof, and from which a concrete monument found for
an angle point in the south line of Interstate Highway 10 same being the north
line of said 732.322 acre tract, bears S 77 deg. 45’ 47” W, a distance of
407.00 feet;

 

THENCE, along the south line
of said Interstate Highway 10,
same being the north line of said 732.322 acres, the following two
(2) courses and distances;

 

1)    N 77 deg. 45’ 47” E, a distance of 199.00 feet to a concrete monument
found an angle point,

 

2)    N 70
deg. 05’ 50” E, a distance of 751.16 feet to the POINT OF BEGINNING, containing
an area of 31.244 acres (1,360,983 sq. ft.) of land, more or less, within these
metes and bounds.

 

THE ABOVE DESCRIBED PROPERTY
NOW KNOWN AS:

 

Lot 1 and 2 of “Travel
Centers Subdivision”, as recorded March 18th, 1999 in Volume 9543 at
Page 26 in the office of the County Recorder of Bexar County, City of San  Antonio,
State of Texas.

 

 

A-131

 

	
   

  	
   

  	
  3.113 Sweetwater, TX 

  P.O. Box 1578

  Sweetwater, TX 79556

  (TCA Site No. 113)

  

 

- LEGAL
DESCRIPTION

 

BEING 14.64
acres of  land out of the West one-half of
Section 52, in Block Number Twenty-two (22), of the Texas &
Pacific Railway Company Surveys, Nolan County, Texas, and being more
particularly described by metes and bounds as follows:

 

BEGINNING at
a concrete monument in the S.B.L. of Interstate Hwy. 20, said point being 573.9
ft South and 2064.82 ft. East of the N.W. Corner of Survey 52;

THENCE S 80° 50’E, with the S.B.L. of Interstate Hwy. 20,574.71
ft to a concrete monument;

THENCE S 85°50’ E - 140.00 ft.
to a Concrete Monument; 

THENCE S 42°30’ E. with the
W.B.L. of Hopkins Road, 36.40 ft. to a concrete monument for a corner; 

THENCE with a curve to the
left, said curve having the following data:

Chord - S 15°54’ E - 465.62
ft;

Radius - 858.64 ft.;

Central Angle- 31°28’ and

Tangent - 241.87 ft., and with
the W.B.L. of Hopkins Road, A distance of 471.52 ft. to a concrete monument for
corner;

THENCE - S 27°02’ E, with the
W.B.L. of Hopkins Road, 154.50 ft. to an iron rod for corner; 

THENCE - N 82°32’ W, 1278.91
ft to an iron rod for corner;

THENCE - N  8°35’
E, 578.11 ft. to an iron rod for Corner in the S.B.L. of Interstate Hwy. 20;

THENCE with the S.B.L. of Interstate Hwy. 20 and with a
curve to the left, said curve having the following data: 

Chord - S 84°36’ E - 253.5 ft.;

Radius - 1006.78 ft.;

Central Angle -14°28’ and

Tangent -127.77 ft., a distance of 254.17 ft. to The Place
of Beginning and containing 14.64 acres of land, more or less.

 

All of the above-described land being the same as follows:

 

Situated in the County of Nolan, State of Texas being part
of the West one-half (1/2) of Section Fifty-Two (52) in Block Twenty-Two
(22) of the Texas and Pacific Railway Company Surveys and being the same land
conveyed by James R. Pace and wife Barbara P. Pace, to Union Oil Company of
California by deed dated March 4, 1970, recorded in Volume 211
Page 728, Deed Records, Nolan County, Texas, and being more particularly
described by metes and bounds as follow:

 

BEGINNING at a 3/8’ steel rod found in the West
right-of-way line of Hopkins Road, said rod maintaining the Northeast corner of
5.0 acre tract of land conveyed by Sweetwater 76 Inc. to James L. Bates by deed
dated August 7, 1985, recorded in Volume 271, Page 196, said Deed
Records;

THENCE North 82° 32’ 00” West a distance of 1,278.71 feet
to a 3/8” steel rod found;

THENCE North 08° 37’ 51” East a distance of 578.47 feet to
a P.K. nail set in the South right-of-way line of U.S.  Interstate
Highway No. 20, said rod maintaining the
Northeast corner of a 1 acre tract of land described as Tract 1 conveyed by
Edward V. Lee and wife, Nedra K. Lee to KJ. Lee and wife, Merle Lee, by deed
dated September 24, 1984, recorded in Volume 267 Page 1, said Deed Records;

THENCE in a Southeasterly direction with said right-of-way
line and a curve to the left having a radius of 1,006.78 feet a distance of
254.17 feet (chord bears South 84° 36’00” East, 253.50 feet) to a concrete
monument found;

THENCE South 80° 50’ 00” East continuing with the South
right-of-Way line of Highway 20 a distance of 574.71 feet to a 1/2” steel rod
set at an angle point;

THENCE South 85° 50’ 00” East continuing with said
right-of-way line a distance of 140.00 feet to a 1/3 steel rod set at an angle
point;

THENCE South 42° 30’ 00” East a distance of 36.40 feet to
a 1/2” steel rod set in the West right-of-way line of Hopkins Road;

THENCE in a Southeasterly direction with said right-of-way
line and a curve to the left having a radius of 858.64 feet a distance of
471.52 feet (chord bears South 15° 54 00” East, 465.62 feet) to a P.K. nail set
at the end of said curve;

THENCE South 26° 45’ 53” East continuing with the West
right-of- way line of Hopkins Road a distance of 154.40 to the place of
Beginning and containing 636,966 square feet or 14.622 acres of land more or
less.

 

 

A-132

 

	
   

  	
   

  	
  3.233 Terrell, TX

  1700 Wilson Road

  Terrell, TX 75161

  (TCA Site No. 233)

  

 

LEGAL
DESCRIPTION

 

Being Lot 1 and 2, in Block A, of THE RIP GRIFFIN
ADDITION, an Addition to the City of Terrell, Kaufman County, Texas, according
to the Map thereof recorded in Volume 2, Page 2, of the Map Records of Kaufman
County, Texas, and being more particularly described below:

 

BEING all that certain tract or
parcel of land in the R. Sowell Survey, A-443, Kaufman County, Texas, and being
all of Lots 1, and 2, Block “A”, of the Rip Griffin Addition to the City of
Terrell, as recorded in Plat Cabinet 2, Envelope 2, of the Plat Records of
Kaufman County, Texas and being more particularly described as follows;

 

BEGINNING at a 1/2”
iron rod found for corner at the south corner of said Lot 1, Block “A”, said
point being in the northwest R.O.W. of Wilson Road;

 

THENCE N42°48’00”W, along the southwest line of
said Block “A”, Rip Griffin Addition, a distance of 1357.37 feet to a 1/2” iron rod found for corner at the south corner of Lot 3, Block “A”;

 

THENCE N47°12’00”E, along the southeast line of said Lot 3, a distance of 622.21
feet to a 1/2” iron rod found for corner at the east corner of
said Lot 3;

 

THENCE
N43°28’00”W, a distance of 30.00 feet to a 1/2”
iron rod found for corner at the north corner of said Lot 3;

 

THENCE N47°12’00” E, along the northwest line of
said Lot 2, Block “A”, a distance of 126.33 feet to a 1/2” iron rod found for corner in the southerly R.O.W. of Interstate Highway No. 20;

 

THENCE S70°29’00”E, along the southerly R.O.W. of
Interstate Highway No. 20, a distance of 200,00 feet to a concrete
monument found for corner;

 

THENCE S71°15’00”E, continuing along the
southerly R.O.W. of Interstate Highway No. 20, a distance of 354.77 feet
to a concrete monument found for corner;

 

THENCE S44°04’00”E, continuing along the
southerly R.O.W. of Interstate Highway No. 20, a distance of 377.24 feet
to a concrete monument found for corner;

 

THENCE S15°27’00”E, continuing along the
southerly R.O.W. of Interstate Highway No. 20, a distance of 390.00 feet
to a concrete monument found for corner;

 

THENCE S30°48’00”E, continuing along the
southerly R.O.W. of Interstate Highway No. 20, a distance of 169.12 feet
to a 1/2” iron rod found for corner in the northwest
R.O.W. of Wilson Road;

 

THENCE S46°32’00”W, along the northwest R.O.W. of
Wilson Road, a distance of 804.17 feet to the POINT OF BEGINNING and containing
28.806 acres of land.

 

 

A-133

 

	
   

  	
   

  	
  3.186 Parowan, UT

  1100 North 130 West

  P.O. Box 543

  Parowan, UT 84761

  (TCA Site No. 186)

  

 

Legal Description

 

PARCEL 1:

 

Beginning North 0°10’05” East 339.98 feet along the Section Line and
North 90°00’00” East 40.28 feet from the West Quarter Corner of
Section 12, Township 34 South, Range 9 West, Salt Lake Base and Meridian;
thence North 77°44’00” East 129.15 feet; thence South 69°26’41” East 268.47
feet; thence South 84°20’31” East 724.83 feet; thence along the Northerly and
Easterly right-of-way with non access line of Highway 1-15 as follows: thence
South 45°11’57” West 62.57 feet; thence along the arc of a non tangent curve to
the right, having a radius of 758.51 feet a distance of 523.54 feet, long cord
for said curve bears South 64°53’10” West 513.21 feet; thence South 84°48’10”
West 221.96 feet; thence along the arc of a non tangent curve to the left,
having a radius of 493.01 feet a distance of 199.78 feet, long chord for said
curve South 73°11’39” West 198.42 feet to a brass right-of-way marker, station
23+20; thence North 32°53’40” West 197.38 feet to a brass cap right-of-way
marker station 38+49.52; thence along the arc of a non tangent curve to the
right, having a radius of 522.96 feet a distance of 278.47 feet, long chord for
said curve bears North 15°06’36” West 275.19 feet; thence North 00°10’11” East
46.25 feet to the point of beginning.

 

EXCEPTING therefrom all coal, oil gas and other minerals in that portion
lying within the West 316.83 feet of the Northwest Quarter of the Southwest
Quarter of said Section.

 

PARCEL 2:

 

Together with an access and utility easement as disclosed by that certain
General Warranty Deed recorded December 16, 1998 as Entry No. 401786
in Book 663 at Page 727 of Official Records described as follows:

 

Beginning at a point North 0°10’05” East 339.98 feet along the
Section line and East 40.28 feet from the West Quarter Corner of
Section 12, Township 34 South, Range 9 West, Salt Lake Base and Meridian;
said point being a right-of-way marker STA 42+00 on the Easterly non
access line of Interstate Highway 15; thence West 23.92 feet; thence North
0°10’05” East 83.64 feet along the East line of a county road; thence South
69°26’41” East 160.06 feet to a point on a North-South fence line; thence South
77°37’00” West 129.46 feet to the point of beginning.

 

PARCEL 3:

 

Beginning North 0°10’05” East 273.16 feet along the Section line and North
90°00’00” East 418.06 feet from the West Quarter Corner of Section 12,
Township 34 South, Range 9 West, Salt Lake Base and Meridian; thence North
29°21’15” East 69.69 feet; thence North 80°59’13” East 978.07 feet to the
Northwesterly right-of-way line of Highway I-15; thence along the said
right-of-way line and the arc of a 22778.31 feet radius non-tangent curve to
the right a distance of 203.46 feet, long chord for said curve bears South
40°39’50” West 203.46 feet; thence South 48°08’04” West 196.43 feet along said I-15
right-of-way; thence North 84°20’31” West 724.83 feet to the point of
beginning.

 

 

A-134

 

	
   

  	
   

  	
  3.060 Salt Lake City, UT

  8836 N. Highway 40

  Tooele, UT 84074

  (TCA Site No. 60 — Salt Lake City)

  

 

Legal
Description

 

A tract
of land situate in Section 35, Township 1 South, Range 4 West,
Salt Lake Base and Meridian, Tooele County, Utah, more particularly described
as follows:

 

Beginning on the
Southeasterly right-of-way line of U. S. Highway 40 at a point that is 70.00
feet perpendicularly distant Southwesterly from the ‘L’ line of State Highway
Project No. I-80-2 (3) 79, said point of beginning being due West
2148.70 feet and due North 35.72 feet from the Tooele County monument at the
East Quarter Corner of said Section 35 (said monument bears North 0°14’49”
East 2634.05 feet from the Southwest Corner of said Section 35 and North
0°18’29” East 2938.98 feet from the Tooele County witness monument for said
Southwest Corner of said Section 35); thence South 52°46’30” East along
the frontage road right-of-way line 11.27 feet to the point of tangency with a
190.00 foot radius curve to the left; thence Easterly 356.00 feet along said
frontage road right-of-way line and the arc of said curve through a central
angle of 107°21’20” (Chord Bears North 73°32’50” East 306.17 feet) to a point
that is 50.00 feet perpendicularly distance Southeasterly from said Highway ‘L’
line; thence along said frontage road right-of-way line North 19°52’10 East
831.62 feet to a point on the aforesaid Southeasterly right-of-way fine of U.
S. Highway 40; thence along said Highway right-of-way line North 34°10’27” East
176.06 feet; thence East 680.92 feet; thence South 491.03 feet; thence along an
existing fence line South 89°45’57” West 374.79 feet to a fence corner; thence
along an existing fence South 0°05’24” West 679.74 feet to a point on the
extension of an existing fence line; thence along said extension and said fence
line North 89°33’48” West 726.32 feet and North 89°56’19” West 370.66 feet to a
point on the aforesaid right-of-way line of U. S. Highway 40; thence along said
Highway right-of-way line North 34°10’27” East 191.82 feet to the point of
beginning.

 

 

A-135

 

	
   

  	
   

  	
  3.142 Richmond, VA

  10134 Lewiston Road

  P.O. Box 1900

  Ashland, VA 23005

  (TCA Site No. 142 - Richmond)

  

 

LEGAL DESCRIPTION

 

THAT
certain parcel of land, with improvements thereon and appurtenances belonging
to such parcel, in Chickahominy District (formerly Ashland District), Hanover
County, Virginia, about three miles south of the Town of Ashland on the north
side of State Route 660, (also known as Lewistown Road) at its intersection
with Interstate 94 (sic), on the east side of Interstate 95, containing 25.1097
acres, described as follows:

 

BEGINNING
at a point on a curve in the center line of Route 660, which point is 63.89’
(Delta 6°23’22”) along a 572.96’ radius curve, or on the chord N 64°11’31” E
63.86’, from the beginning of such curve, which is N  60°59’50” E
784.6’ from the center line intersection of Route 660 with Interstate 95; then
N 37°57’50” W 31.13’ to a right-of-way monument on the new right-of-way to
Route 660; then S 64°40’10” W 69.55’ to a monument on the right-of-way line to
Route 660; then S 61°05’29” W 184.45’ to a monument on the right-of-way line to
Route 660; then S 73°21’24” W 140.58’ to a monument on the right-of-way line to
Route 660 junction with the right-of-way line to Interstate Route 95; then N.
26°18’22” W. 653.01’ to a monument on the right-of-way line to Interstate 95;
then 342.75’ along a 986.79’ radius curve (Delta 19°54’04”, chord N 16°21’20” W
341.03’) to a monument on the right-of-way line to Interstate 95; thence N  6°24’18”
W 1244.18’ along the right-of-way line of Interstate 95 to a rod (corner); then
S 55°02’36” E 7.45’ to a rod (corner with Willie Lewis); then S 23°36’36” E
677.75’ along a line with Willie Lewis and Nona Mobley to a rod; then N  64°58’14”
E 499.36’ along a line with Nona Mobley to a rod (corner with Mary Henson);
then S 25°01’46” RE 135.96’ along a line with Mary Henson to a rod (corner with
Bessie Cole); then S 7°27’47” E 1445.49’ along a line with Bessie Cole and
Cabell Luck to the center line of Route 660; then westwardly along the center
line of Route 660; 79.22’ on a 572.96’ radius curve or S 71°20’49” W
79.14’ on the chord to the point of beginning in the center line of Route 660,
as surveyed by William Hugh Redd, Certified Land Surveyor, Certificate #243,
Box 292, Ashland, Virginia, on January, 1966.

 

ALL of the
above-described land being the same as follows:

 

BEGINNING
at an iron rod in the Northern line of Lewistown Road (State Route 802) at its
intersection with the Southern line of Ramp D of Interstate Route 95; thence
from said point of beginning along said southern line of Ramp D, S 66°02’57” W
a distance of 140.88 feet to a highway monument; thence along the Eastern line
of Ramp D N 32°59’05” W a distance of 653.02 feet to an iron rod; thence along
a curve to the right having a radius of 982.74 feet, a length of 341.96 feet
(chord N 22°45’26” W, 340.24 feet) to a highway monument in the Eastern line of
Interstate Route 95; thence along the Eastern line of Interstate Route 95 N
12°55’59” W a distance of 1219.89 feet to an iron rod; thence S 62°l4’22” E a
distance of 7.64 feet to an iron rod;  thence S  30°15’25” E a
distance of 672.28 feet to an angle iron; thence N 58°28’05” E a distance of
498.28 feet to an iron pipe; thence S 31°52’41” E a distance of 135.12 feet to
an iron pipe; thence S 14°09’54” E a distance of 1450.81 feet to a point in the
center line of Lewistown Road; thence along the center line of Lewistown Road
in a curve to the South and West having a radius of 572.96 feet and a length of
89.35 feet (chord S  66°24’08” W 89.26 feet) to a
point; thence N 28°23’02” W a distance of 35.00 feet to a highway monument in
the Northern line of Lewistown Road; thence along the Northern line of
Lewistown Road S 55°36’58” W a distance of 253.59 feet to the Point of
Beginning and containing 1,095,260 square feet or 25.144 acres.

 

 

A-136

 

	
   

  	
  3.001 Ashland, VA

  100 N. Carter Road

  P.O. Box 712

  Ashland, VA 23005

  (TCA Site
  No. 1)

  

 

Legal Description

 

PARCEL 1:

 

ALL that certain
tract, piece or parcel of land, with the improvements thereon and appurtenances
thereunto belonging, lying and being in Ashland District, Hanover County,
Virginia, containing 13.355 acres; as shown on “Plat of Property Situated on
the Northern Line of Route No. 54 and West of Route No. 95, Hanover
County, Virginia,” dated March 1, 1965, made by Chas. H. Fleet and
Associates, Certified Surveyors, and being more particularly described as
follows:

 

BEGINNING, at a stone
in the north line of State Route No. 54 at the point where the east line
of the property of Humble Oil and Refining Company intersects said north
line of State Route No. 54; thence extending N. 6 degrees 15’ W. 150 feet
to a rod; thence S. 77 degrees 41’ 54” W. 200 feet to a rod; thence
S. 6 degrees 15’ E. 150 feet to a rod in the said north line of State Route
No. 54; thence along the said north line of State Route No. 54 S. 77
degrees 41’ 54” W. 30.59 feet to a stone and from said stone continuing
westwardly 69.41 feet to a rod; thence back from the north line of State
Route No. 54 N. 6 degrees 15’ W. 148.66 feet to a rod; thence N. 8 degrees
26’ 43” E. 471.50 feet to a rod; thence N. 77 degrees 41’ 54” E. 100.15 feet to
a rod; thence N. 8 degrees 26’ 43” E. 347.70 feet to a rod; thence S.
85 degrees 32’ E. 646.09 feet to a rod; thence S. 4 degrees 12’ 48” W. 613.82
feet to a stone; thence S. 54 degrees 25’ 34” W. 68.45 feet to a stone; thence
S. 35 degrees 20’ W. 66.62 feet to a stone; thence S. 75 degrees 52’ 10” W.
299.89 feet to a stone; thence S. 71 degrees 55’ 30” W. 100.69 feet to a stone;
thence S. 13 degrees 36’ W. 45.35 feet to the point and place of beginning.

 

LESS AND EXCEPT a 100
foot by 150 foot parcel of land located fronting on Route No. 54 between
the American Oil Station and the Humble Oil Station, said parcel having been
conveyed to Truckstops Corporation of America from E. Philip Saunders and
Carole Saunders, his wife, by Deed dated August 31, 1983 and Hanover
County, Virginia, in Deed Book 539, Page 135 and re-recorded on
December 15, 1983 in Deed Book 542, Page 312.

 

LESS AND EXCEPT that
parcel of land conveyed to the Commonwealth of Virginia, for land for Route 54,
by Deed dated October 24, 1966, recorded March 10, 1967, in the
aforesaid Clerk’s Office, in Deed Book 264, Page 185.

 

PARCEL 2:

 

ALL that piece or
parcel of land containing 6.00 acres, lying and being in Ashland District,
Hanover County, Virginia, as shown on a plat of subdivision entitled “Interstate
Commercial Park
Subdivision, Section I,” dated January 25, 1982, prepared by
Johnson & Anderson of Virginia, Inc., a copy of which is recorded
in Plat Book 5, Page 135, reference to which is hereby made for a more
particular description of the property herein conveyed.

 

 

PARCEL 3:

 

ALL that certain
piece or parcel of land on the northern line of Route No. 54, containing
0.34 acre, according to a survey plat dated January 13, 1983, and revised
March 1, 1983, prepared by Chas. H. Fleet & Associates,
Engineer & Surveyors, in The Ashland District, Hanover
County, Virginia, and more particularly described as:

 

BEGINNING at a rod on
the northern line of Route No. 54, approximate 0.24 mile west of
Interstate Route No. 95, where the western property line of Exxon
Corporation intersects the said northern line of Route No. 54; thence
(1) along the said northern line of Route No. 54, in a westerly
direction S. 77 degrees - 41’ — 54” W. 30.59 feet to a stone monument; thence
(2) continuing along the said northern line of Route No. 54 in a
westwardly direction, which is a curved line to the right having a radius of
1,803.86 feet and a length of 69.41 feet to an iron rod’ thence (3) in a
northwardly direction N. 6 degrees — 15’ W. 148.66 feet to an iron rod; thence
(4) continuing in a northwardly direction N. 8 degrees — 26’ — 43’ E. 1.34
feet to an iron rod; thence (5) in an eastwardly direction N. 78 degrees —
25’ —13” E. 99.66 feet to an iron rod; thence (6) in a southwardly
direction S. 6 degrees — 15’ E. 150.00 feet to an iron rod on the northern line of Route
No. 54, the point of beginning.

 

ALL of the above described
land being the same as follows:

 

BEGINNING at a stone
in the North line of State Route No. 54 at the point where the East line
of the property of Exxon Company intersects said North line of State Route
No. 54; thence extending N. 6 degrees 15’ 00” W. a distance of 150.00 feet
to a nail; thence S. 77 degrees 41’ 54” W. a distance of 200.00 feet
to a rod; thence S. 6 degrees 15’ 00” E. a distance of 150.00 feet to a rod in
said North line of State Route No. 54; thence along said North line of
State Route No. 54 S. 77 degrees 41’ 54” W. a distance of 30.59 feet to a
stone; thence along a curve to the right, having a radius of 1,803.86 feet and
a length of 69.41 feet to a rod; thence leaving State Route No. 54 N. 6
degrees 15’ 00” W. a distance of 148.66 feet to a rod; thence N. 8 degrees 26’
43” E. a distance of 471.50 feet to a rod; thence N. 77 degrees 41’ 54”E. a
distance of 100.15 feet to a spike; thence N. 8 degrees 26’ 43” E. a distance
of 347.70 feet to a rod; thence N. 85 degrees 32’ 00” W. a distance of 30.37
feet to a rod; thence N. 00 degrees 05’ 09” W. a distance of 379.60 feet to a
rod; thence S. 85 degrees 32’ 06” E. 704.92 feet; thence S. 04 degrees 12’ 48”
W. a distance of 992.23 feet to a rod; thence S. 54 degrees 25’ 34” W. a
distance of 88.45 feet to a rod; thence S. 35 degrees 20’ 00” W. a distance of 66.62 feet to a lead
hub; thence S. 81 degrees 31’ 44” W. a distance of 378.83 feet to a nail;
thence S. 13 degrees 36’ 00” W. a distance of 95.38 feet to the point of
beginning and containing 19.178 acres.

 

 

A-137

 

	
   

  	
   

  	
  3.021 Roanoke, VA

  2905 Lee Highway

  P.O. Box 305

  Troutville, VA
  24175

  (TCA Site
  No. 21 - Roanoke)

  

 

LEGAL DESCRIPTION

 

PARCEL I:

 

14.33 acres, being the aggregate of a
10.922-acre parcel shown on plat at DB 173, page 232, and 3.408-acre
parcel shown on plat at DB 173, page 341, LESS AND
EXCEPT a 1.002-acre parcel as shown on unrecorded plat.

 

PARCEL II:

 

1.002 acres according to unrecorded plat by
Jack G. Bess, dated March 16, 1968.

 

(NOTE: Parcel II is the same 1.002-acre parcel excepted from Parcel I. Thurs, the
entire property could be described by the Parcel I description of 14.33 acres,
without the exception.)

 

LESS AND EXCEPT: (1) “Parcel 009” containing 1,400 square feet, (2) “Parcel
015” containing 56,800 square feet, (3) “Parcel
012” containing 36,625 square feet, conveyed by Truckstops Corporation of
America, a Delaware corporation, to the Commonwealth of Virginia by Deed dated
October 9, 1985, recorded in Deed Book 313, page 563.

 

Also described as follows:

 

ALL THAT CERTAIN TRACT OR PARCEL OF LAND
SITUATED IN BOTETOURT COUNTY, VIRGINIA CONTAINING 12.20 ACRES, MORE OR LESS AT
THE NORTHWEST INTERSECTION OF U.S. ROUTE 11 AND RELOCATED U.S. HIGHWAY
ROUTE NO. 220, MORE PARTICULARLY DESCRIBED AS FOLLOWS:

 

BEGINNING at a three-eighths inch rod found on
the Northerly right-of-way line of U.S. Route No. 220,

 

THENCE with and along said Northerly
right-of-way line North 59 degrees 09 minutes 48 seconds West, 230.11 feet to a
three-eighths inch rod found,

 

THENCE with and along said right-of-way line
North 42 degrees 23 minutes 52 seconds West 137.08 feet to a rod set from which
a concrete highway monument is South 07 degrees 57 minutes 51 seconds West 3.77
feet,

 

THENCE with and along the right-of-way to the
ramp to Northbound Interstate 81, North 07 degrees 57 minutes 51 seconds East
198.85 feet to a Virginia Department of Highways monument found,

 

THENCE with and along the right-of-way of
Interstate 81, North 21 degrees 55 minutes 30 seconds East 192.07 feet to a
three-eighths inch rod set,

 

1

 

THENCE with and along
the right-of-way, North 40 degrees 44 minutes 33 seconds East 100.60 feet to a
rod set on said right-of-way line,

 

THENCE North 71
degrees 42 minutes 32 seconds East, 65.95 feet to a rod set on said
right-of-way line,

 

THENCE North 30
degrees 35 minutes 58 seconds East, 237.90 feet to a rod set on said
right-of-way line,

 

THENCE South 82
degrees 22 minutes 44 seconds East, 428.38 feet to a rod set on said
right-of-way line,

 

THENCE along the
right-of-way of the off-ramp of Interstate 81, South 27 degrees 37 minutes 56
seconds East, 84.37 feet to a three-eighths inch rod set at the intersection
with the right-of-way of U.S. Route No. 11,

 

THENCE with and along
the right-of-way of said Route No. 11, South 24 degrees 19 minutes 01
seconds West, 176.14 feet to a rod set on said right-of-way line,

 

THENCE South 30
degrees 50 minutes 12 seconds West, 450.00 feet to a PK nail set in the asphalt
pavement on said right-of-way line,

 

THENCE South 30
degrees 50 minutes 12 seconds West, 450.00 feet to a PK nail set in the asphalt
pavement on said  right-of-way line,

 

THENCE South 49
degrees 16 minutes 18 seconds West, 79.06 feet to a rod set on said
right-of-way line of U.S. Route No. 11,

 

THENCE with and along
said right-of-way line, South 30 degrees 50 minutes 12 seconds West, 350.00
feet to a rod set,

 

THENCE South500
degrees 35 minutes 50 seconds West, 46.20 feet to a rod set on said
right-of-way line with U.S. Route No. 220,

 

THENCE North 88
degrees 54 minutes 30 seconds West, 40.31 feet to the rod found at the point of
beginning.

 

AND described as
Parcel A, containing 12.20 acres or 531,426.3 square feet as shown on plat of
survey by Charles H. Fleet and Associates, P.C., dated September 3, 1993,
revised September 14, 1993, and being also shown on plat of survey made by
Charles H. Fleet and Associates, P.C., dated January 14, 1999, of record
in the Clerk’s Office of the Circuit Court of Botetourt County, Virginia, in Plat Book 20,
page 65.

 

2

 

A-138

 

	
   

  	
  3.143 Wytheville, VA

  1025 Peppers Ferry Road

  P.O. Box 651

  Wytheville, VA 24382

  (TCA Site No. 143)

  

 

LEGAL
DESCRIPTION

 

All that certain real property situated in the
County of Wythe, State of Virginia, more particularly described as follows:

 

BEGINNING at a concrete right of way monument
at the intersection of Route 610 and Route I-77 right of way lines; thence with
the West right of way line of Route I-77, South 54 degrees 06 minutes East 87.12
feet to a right of way monument; thence continuing East 776.48 feet to a right
of way line, South 05 degrees 38 minutes East 776.48 feet to a right of way
monument; thence with Route I-77 and Route I-81 right of way line, South 06
degrees 29 minutes West 286.80 feet to a right of way line, South 68 degrees 34
minutes West 393.20 feet to a right of way line, North 71 degrees 32 minutes
West 163.60 feet to an iron pin located on the center line of an 88 K.V. power
line, thence two courses, North 18 degrees 41 minutes West 743.90 feet to an
iron pin located under the center of a tower, thence North 21 degrees 55
minutes West 271.94 feet to an iron pin in the South right of way line of Route
610, the following four courses to the BEGINNING, North 75 degrees 55 minutes
East 83.41 feet to an iron pin; thence North 67 degrees 35 minutes East 48.29
feet to an iron pin; thence South 19 degrees 06 minutes East 43.14 feet to a
right of monument; thence North 67 degrees 56 minutes East 658.00 feet to the
PLACE OF BEGINNING, containing 17.25 acres, more or less.

 

LESS AND EXCEPT that portion conveyed to the Commonwealth of Virginia, by Deed dated
January 12, 1978, recorded in Deed Book 260, page 691, et seq.,
office of Clerk, Circuit Court, Wythe County, Virginia.

 

Also described as follows:

 

Said property being more particularly described
on plat of survey dated January 28, 1993, prepared by J.L. Zeh, C.L.S., to
wit:

 

BEGINNING at a concrete right of way monument
found at the intersection of VA — RTE 610 (Peppers Ferry Road) and Route I-77
right of way lines;

 

THENCE, with the right of way of I-77, S
54-17-07 E, 87.3 feet to a concrete right of way monument found;

 

THENCE, continuing with I-77 right of way, S
05-47-05 E, 776.36 feet to a concrete right of way monument found;

 

THENCE, continuing with I-77 right of way, S
06-19-22 W, 287.14 feet to a concrete right of way monument found at the
intersection of I-77 and I-81 right of way lines;

 

THENCE, leaving I-77 right of way, and with
I-81 right of way, S 68-19-44 W, 393.07 feet to a concrete monument fond;

 

1

 

THENCE, continuing
with I-81 right of way, N 71-51-43 W, 163.39 feet to an iron pin found in a
fence line and on the center line of an 88 K.V. power line;

 

THENCE, leaving I-81
right of way, and with the center line of said power line, N 18-41-00 W, 743.62
feet to an iron pin found under the center of a tower;

 

THENCE, continuing
with said power line, N 21-55-00 w, 226.15 feet to an iron pin set on the south
right of way line of VA - RTE 610;

 

THENCE, continuing
with the southern right of way line of VA — RTE 610 the following calls: N
72-13-43 E, 175.77 feet to a point; N 78-56-13 E, 25.79 feet to an iron pin
set; with a curve to the left, having delta angle of 05-53-00; radius of
2936.82; arc length of 301.56 feet to an iron pin set, N 63-49-41 E, 101.58
feet to an iron pin set; N 67-55-12 E, 177.74 feet to the POINT OF BEGINNING,
and containing 17.016 acres of land, more or less.

 

2

 

A-139

 

	
   

  	
   

  	
  3.176 Seattle East, WA

  46630 North Bend Way

  P.O. Box 1970

  North Bend, WA 98045

  (TCA Site No. 176 — Seattle East)

  

 

LEGAL DESCRIPTION:

 

Parcel A:

 

That portion of the
Northeast quarter of the Northeast quarter of Section 24, Township 23
North, Range 8 East, W.M., in King County, Washington, lying West of the West
right-of-way line of 468th Avenue Southeast and North of the North right-of-way
line of Interstate Highway No. 90 and East of the following described
line:

 

Commencing at the
Northeast corner of said subdivision;

Thence North 87°57’30”
West along the North line thereof a distance of 918.13 feet to the true point
of beginning;

Thence South 01°32’10”
West a distance of 755.54 feet, more or less, to the North right-of-way line of
Interstate Highway No. 90 and the terminus of this line;

 

Except any portion
thereof conveyed to the State of Washington for highway purposes by deeds
recorded November 30, 1955, December 16, 1955 and July 25, 1969
under Recording Nos. 4641665, 4646940 and 6542836;

 

And Except any
portion thereof condemned in King County Superior Court Cause No. 716816
for highway purposes;

 

And Except that
portion described as follows:

 

Commencing at the
Northeast corner of Section 24, Township 23 North, Range 8 East, W.M., in
King County, Washington;

Thence North 87°57’30”
West along the section line a distance of 25.0 feet;

Thence South 01°22’29”
West a distance of 413.35 feet;

Thence North 88°37’31”
West a distance of 5.0 feet;

Thence South 01°22’29”
West a distance of 144.00 feet;

Thence North 88°37’31”
West a distance of 250.00 feet;

Thence South 01°22’29”
West a distance of 47.0 feet to the true point of beginning;

Thence North 88°37’13”
West a distance of 164.00 feet;

Thence South 01°22’29”
West a distance of 190.0 feet, more or less, to the Northerly line of
Interstate Highway No. 90 as condemned In King County Superior Court Cause
No. 716816;

Thence North 81°22’28”
East along said line a distance of 165 feet, more or less, to a point which
bears South 01°22’28” East along said line a distance of 165 feet, more or less, to a point
which bears South 01°22’29” West from the true point of beginning;

Thence North 01°22’29”
East a distance of 160 feet, more or less, to the true point of beginning;

 

(Said exception also
being known as a portion of unrecorded King County Lot Line Adjustment
No. 285001);

 

And Except that
portion deeded to King County by instrument recorded October 14, 2004
under King County Recording No. 20041014001147.

 

Parcel B:

 

Commencing at a
concrete monument, being the Northeast corner of Section 24, Township 23
North, Range 8

 

1

 

East W.M., in King County, Washington;

Thence North 87°57’30” West along the section
line a distance of 25.0 feet;

Thence South 01°22’29” West a distance of
413.35 feet;

Thence North 88°37’31” West a distance of 5.0
feet;

Thence South 01°22’29” West a distance of
144.00 feet;

Thence North 88°37’31” West a distance of
250.00 feet;

Thence South 01°22’29” West a distance of 47.0 feet
to the true point of beginning;

Thence North 88°37’31” West a distance of
164.00 feet;

Thence South 01°22’29” West a distance of 190.0
feet, more or less, to the Northerly line of Interstate Highway No. 90 as
condemned In King County Superior Court Cause No. 716816;

Thence North 81°22’28” East a distance of 165
feet, more or less, to a point which bears South 01°22’29” West from the true
point of beginning;

Thence North 01°22’29” East a distance of 160
feet, more or less, to the true point of beginning;

 

(Also Known as a portion of unrecorded King
County Lot Line Adjustment No. 285001);

 

Situate in the County of King, State of
Washington.

 

2

 

A-140

 

	
   

  	
  3.149 Hurricane, WV

  
	
   

  	
  4195 State Rt. 34

  
	
   

  	
  Hurricane, WV 25526

  
	
   

  	
  (TCA Site No. 149)

  

 

TRACT 1

 

All the certain tract or
parcel of real estate situate in Scott District, Putnam County, West Virginia,
and being more particularly bounded and described as follows:

 

From an iron pin in the
easterly right of way line of West Virginia State Route 34, the
Hurricane-Winfield Road, said iron pin being approximately 1/4 mile
north of the Teays Valley Road, Secondary No. 33 and is the common corner
of land now or formerly owned by Michael S. Fletcher and Norma C. Fletcher, his
wife, and Lovell Grant; thence N. 36° 48’ E. 114 feet along said easterly right
of way of State Route No. 34 to an iron pin; thence S. 53° 12’ E. 175 feet
to the place of beginning; beginning at this point and thence running N. 36°
48’ E. 351.88 feet to an iron pin; thence S. 87° 55’ E. 408.6 feet to a 36 inch
white oak tree hacked three times as a corner; thence S. 2° 58’ W. 272.9 feet
to a 10 inch post as a corner; thence S. 82° 27’ W. 511.96 feet to a point;
thence N. 53° 12’ W. 121.69 feet to the place of beginning, containing 3.75
acres, more or less.

 

Right of Way for
Tract 1:

 

Beginning at an iron pin in
the easterly right of way line of West Virginia State Route 34, said iron pin being located along
said right of way line N. 36° 48’ E. 114 feet from the Fletcher-Grant corner
mentioned above; thence running with the easterly right of way line of West
Virginia 34, N. 36° 48’ E. 30.65 feet to an iron pin; thence at right angles
leaving the said right of way line and running with two lines of a 0.0982 acre
lot S. 53° 12’ E. 100 feet and N. 81° 48’ E. 106.06 feet to an iron pin in the
west line of the 3.75 Acre tract of which this driveway easement is an
appurtenance; thence with the west line of the 3.75 Acre tract S. 36° 48’ W.
105.65 feet to the southwest corner of the 3.75 acre tract; thence N. 53° 12’ W. 175 feet to the place
of beginning, which said easement shall extend to and be for all purposes of
access to and from adjacent land now owned by Union Oil Company of California,
a California corporation, as well as the 3.75 Acre tract above described.

 

1

 

TRACT 2

 

All that certain tract or
parcel of land, situate on Poplar Fork of Hurricane Creek, in Scott District,
Putnam County, West Virginia, and being more particularly bounded and described
as follows:

 

BEGINNING at an iron pin
located at the intersection of the southerly controlled access right of way
line of Ramp “D” to Interstate Route 64 and the easterly right of way line of
old West Virginia State Route 34; thence running along said southerly
controlled access right of way line of Ramp “D”, N. 88° 18’ E. 1199.37 feet to
an iron pin located in the easterly boundary line of the original tract of 72
acres conveyed to the party of the first part by deed from C. C. Delaney and
Grace Delaney, his wife, dated August 11, 1945, recorded in the office of
the Clerk of the County Commission of Putnam County, West Virginia, in Deed
Book 82, page 58; thence leaving said controlled access right of way lines
of Ramp “D” and running with said easterly boundary line of the original tract
of 72 acres, S. 1° 25’ W. 611.4 feet (old call S. 2 1/2° E.) to an iron pin located at the southeastern corner of said original
tract of 72 acres; thence with the southerly boundary lines of said tract of 72
acres S. 82° 27’ W. 863.75 feet (old call S. 83° W.) to an iron pin located at
the southeastern corner of a tract of 5.75 acres conveyed to C. L. Hankins and
Ruth C. Hankins, his wife, by deed dated August 10, 1950, recorded in the
aforesaid Clerk’s office in Deed Book 98, page 516; thence with the
easterly boundary line of said tract of 5.75 acres N. 2° 58’ E. 275.3 feet (S.
5° 10’ W. 273.81 feet in the aforesaid deed to C. L. Hankins and wife, dated
August 10, 1950) to a 24” white oak located at the northeastern corner of
said tract of 5.75 acres (“36 inch white oak tree hacked three times as a
comer” in the aforesaid deed to C. L. Hankins and wife); thence with then
northerly boundary line of said tract of 5.75 acres N. 87° 55’ W. 621.5 feet
(S. 85° 27’ E. 621.48 feet to the aforesaid deed to C. L. Hankins and wife) to
an old iron pin located in the easterly right of way line of old West Virginia
State Route 34; thence with said easterly right of way line N. 36° 48’ E.
211.36 feet to an iron pin, N. 33° 36’ E. 255 feet to an iron pin, S. 58° 57’
E. 5 feet to an iron pin; thence
N. 30° 53’ E. 14.46 feet to the PLACE OF BEGINNING; containing 17.306 acres,
more or less.

 

THERE IS
RESERVED AND EXCEPTED FROM THE ABOVE TWO TRACTS OF LAND THE FOLLOWING TWO
PARCELS:

 

2

 

Parcel One: That certain tract or parcel of land more particularly bounded and
described as follows:

 

Beginning at a 5/8 inch
rebar with cap set in the line of the South Putnam Public Service District
tract recorded in Deed Book 299, at Page 254, and the Pure Oil tract
recorded in Deed Book 153, at page 77, and from which a one inch iron pipe
found corner to the said South Putnam Public Service District tract bears S.
87° 09’ W. 86.33 feet; thence through the said Pure Oil tract from which this
tract is a part for three (3) calls: N. 46° 09’ E. 62.03 feet to a 5/8
inch rebar with cap set; N. 88° 02’ E. 38.41 feet to a 5/8 inch rebar with cap
set; and S. 34° 20’ E. 47.03 feet to a 5/8 inch rebar with cap set in the line
of the said Pure Oil tract and the Teays Valley Public Service District tract
recorded in Deed Book 253, page 650; thence with said tracts, S. 87° 09’
W. passing a one inch iron pipe found corner to the said Teays Valley Public
Service District tract at 76.00 feet, in all 109.78 feet to the place of
beginning, containing 2,996.61 square feet, more or less, as shown on a map
titled, “PLAT OF SURVEY FOR SOUTH PUTNAM PUBLIC SERVICE DISTRICT SHOWING
2,996.61 SQ. FT. TRACT’, dated May 27, 2005.

 

And being the same property
conveyed to South Putnam Public Service District, a political subdivision, by
TA Operating Corporation, by deed dated June 29, 2005 and recorded in said
Clerk’s office in Deed Book 457, page 780.

 

Parcel Two: That certain tract or parcel of land more particularly bounded and
described as follows:

 

Beginning at an existing 3/4” rebar at the northwesterly corner of a tract
conveyed to G. & G. Investments, in Deed Book 351, page 495, as
recorded in the aforementioned Clerk’s office, said point also being in the
southerly existing controlled access right of way line of Interstate 64; thence
with said G. & G. Investments tract, S. 1° 20’ 27” W. 619.97 feet to
an existing 1/2”
rebar at the northeasterly corner of a tract conveyed to Sherman Joseph Wood,
in Deed Book 353, page 694, as recorded in the aforementioned Clerk’s
office; thence leaving said G. & G. Investments tract, and with said
Good tract, S. 82° 05’ 44” W. 146.43 feet to a set rebar; thence leaving said
Good tract and meandering with Poplar Fork, the following courses and
distances: N. 24° 13’ 34” W. 9.66 feet to a point; thence N. 45° 42’ 44” W.
33.57 feet to a point; thence N. 13° 26’ 16” W. 172.55 feet to a point; thence
N. 48° 46’ 33” W. 36.72 feet to a point; thence N. 68° 53’ 46” W. 32.80 to a
point; thence, S. 88° 16’ 15” W. 31.81 feet to a point; thence S. 56° 03’ 50”
W. 38.76 feet to a point; thence S. 47° 18’ 08” W. 30.98 feet

 

3

 

to a point; thence S. 64°
50’ 06” W. 77.06 feet to a point; thence S. 66° 25’ 41” W. 81.02 feet to a
point; thence S. 74° 07’ 28” W. 38.38 feet to a point; thence S. 77° 16’ 25” W.
9.12 feet to a point; thence N. 56° 21’ 29” W. 6.61 feet to a point; thence N.
37° 45’ 49” W. 34.75 feet to a point; thence N. 11° 36’ 34” W. 15.75 feet to a
point; thence N. 9° 26’ 49” E. 12.19 feet to a
point; thence N. 28° 42’ 16” E. 39.89 feet to a point; thence N. 35° 28’ 41” E.
129.77 feet to a point; thence N. 34° 29’ 45” E. 265.23 feet to a point; thence
N.  28° 15’ 34” E. 76.08 feet to a
point; thence N. 21° 16’ 30” E. 30.31 feet to a set rebar in the aforementioned
southerly right of way line of Interstate 64; thence with said right of way
line, N. 87° 41’ 29” E. 298.91 feet to the point of beginning, containing 5.23
acres.

 

And being the same property
conveyed to Gary D. Young and
Penny R. Young, husband and wife, by TA Operating Corporation, by deed dated
March 8, 2006 and recorded in said Clerk’s office in Deed Book 463,
page 849.

 

4

 

A-141

 

	
   

  	
  3.032 Wheeling, WV

  
	
   

  	
  RR
  1

  
	
   

  	
  P.O. Box
  1521

  
	
   

  	
  Valley
  Grove, WV 26060

  
	
   

  	
  (TCA
  Site No. 32 - Wheeling)

  

 

Legal Description

 

The
following tract of land situate at the Intersection of the Dallas Pike Road
(West Virginia Route No. 41), with the Covenanter Church Road (West Virginia
Route No. 41/3), on the north side of Interstate Route No. 70, Liberty -
Triadelphia District, Ohio County, West Virginia and being more particularly
bounded and described as follows:

 

Beginning
at a point at the Intersection of the northerly controlled access right of way
line of Interstate Route No. 70 with the easterly right of way line of the
Covenanter Church Road (West Virginia Route 41/3) and the northerly right of
way line of the Dallas Pike Road (West Virginia Route 41), said beginning point
being 77 feet distant, measured at right angles in a northerly direction from
the Dallas Pike Road centerline station 52 + 44, as shown on Interstate Route
No. 70 plan sheet No. 8, Federal Project No. I-70-I (14) 14, said plan being on
file in the office of the Department of Highways, at Charleston, West Virginia;
thence from said beginning) point and with the easterly right of way line of
the Covenanter Church Road (West Virginia Route 41/3), as shown on relocated
Route 41/3, plan sheet 5, West Virginia Project No. 6706, said plan being on
filed in said office of the Department of Highways, the following two (2)
bearings and distances: N. 12° 29’ 20” E. 137 and 28/100 feet to a point 90
feet distant, measured at right angles in an easterly direction from relocated
Route 41/3 centerline station 2 + 33; thence N. 04° 33’ 05” E. 295 and 22/100
feet to a point 40 feet distant, measured at right angles in an easterly
direction from relocate Route 41/3 centerline station 5 + 0; thence with the
northerly line of said project No. 6706, N. 86° 50’ 23” W. 40 feet to a point
in the centerline of the Covenanter Church Road (West Virginia Route 41/3);
thence with said centerline the following twenty-nine(29) bearings and
distances: N. 04° 12’ 30” E. 113 and 99/100 feet to a point; thence N. 05° 15’
E. 50 feet to a point; thence N. 12° 06’ E. 50 feet to a point; thence N. 26°
20’ E. 50 feet to a point; thence N. 38° 18’ E. 50 feet to a point; thence
N.45° 03’ E. 50 feet to a point; thence N. 49° 42’ E. 50 feet to a point;
thence N. 51° 30’ E. 50 feet to a point; thence N. 56° 11’ E. 50 feet to a
point; thence N. 58° 47’ E. 50 feet to a point; thence N. 61° 35’ E. 50 feet to
a point; thence N. 62° 01’ E. 50 feet to a point; thence N. 66° 25’ E. 50 feet
to a point; thence N. 71° 13’ E. 50 feet to a point; thence N. 74° 37’ E. 50
feet to a point; thence N. 76° 01’ E. 165 feet to a point; thence N. 70° 02’ E.
50 feet to a point; thence N. 67° 00’ E. 50 feet to a point; thence N. 63° 48’
E. 175 feet to a point; thence N. 64° 42’ E. 50 feet to a point; thence N. 67°
30’ E. 50 feet to a point; thence N. 67° 07’ E. 37 feet to a point; thence N.
69° 39’ E. 65 and 19/100 feet to a point; thence N. 75° 10’ E. 56 and 09/100
feet to a point; thence N. 77° 47’ E. 54 and 04/100 feet to a point; thence N.
80° 46’ E. 51 feet to a point; thence N. 86° 29’ E. 45 and 64/100 feet to a
point; thence S. 86° 20’ E. 88 and 05/100 feet to a point; thence S. 80° 42’ E.
215 and 82/100 feet to a point in the northerly controlled access right of way
line of Interstate Route No. 70; thence leaving said Covenanter Church Road
(West Virginia Route 41/3), and with said northerly controlled access right of
way line, the following three (3) bearings and distances: S. 47° 49’ 10” W.
1108 and 83/100 feet to a point 186 feet radially left of Interstate Route No.
70 centerline station 542 + 00; thence S. 58° 28’ 30” W. 675 and 59/100 feet to
a point 225 feet radially left of Interstate Route 70 centerline station 535 +
00; thence S. 61° 44’ 20” W. 226 and 24/100 feet to the place of beginning,
containing 18 and 29/100 acres, more or less, as compiled from survey and
calculations made by Stegman & Schellhase, Inc., Civil Engineers and
Surveyors, Wheeling, West Virginia.

 

Together with the right to use the sanitary
sewer line leading from the above described lands over other lands owned by
Suder, Inc., to the sanitary lagoons north of Covenanter Church Road together
with the right to use the roadway leading from Covenanter Church Road, through
other lands now owned by Suder, Inc., as described in said leases dated
December 27, 1977.

 

1

 

Also described as and including:

 

The following tract of
land situate at the intersection of the Dallas Pike Road (West Virginia Route
No. 41), with the Covenanter Church Road (West Virginia Route No. 41/3), on the
north side of Interstate Route No. 70, Liberty - Triadelphia District (formerly
Triadelphia District), Ohio County, West Virginia and being more particularly
bounded and described as follows:

 

Beginning at a point at
the intersection of the northerly controlled access right of way line of
Interstate Route No. 70 with the easterly right of way line of the Covenanter
Church Road (West Virginia Route 41/3), and the northerly right of way line of
the Dallas Pike Road (West Virginia Route 41), said beginning point being 77
feet distant, measured at right angles in a northerly direction from the Dallas
Pike Road centerline station 52 + 44, as shown on Interstate Route No. 70 plan
sheet No. 8, Federal Project No. I-70-1 (14) 14, said plan being on file in the
office of the Department of Highways, at Charleston, West Virginia; thence from
said beginning point and with the easterly right of way line of the Covenanter
Church Road (West Virginia Route 41/3), as shown on relocated Route 41/3, plan
sheet 5, West Virginia Project No. 6706, said plan being on file in said office
of the Department of Highways, the following two (2) bearings and distances: N.
12o 29’ 20” E. 137 and 28/100 feet to a point 90 feet distant, measured at
right angles in an easterly direction from relocated Route 41/3 centerline
station 2 + 33; thence N. 04o 33’ 05” E. 295 and 22/100 feet to a point 40 feet
distant, measured at right angles in an easterly direction from relocated Route
41/3 centerline station 5 + 0; thence with the northerly line of said project
No. 6706, N. 86o 50’ 23” W. 40 feet to a point in the centerline of the
Covenanter Church Road (West Virginia Route 41/3); 

 

thence with said centerline, the following twenty-nine
(29) bearings and distances: N. 04o 12’ 30” E. 113 and 99/100 feet to a point;
thence N. 05o 15’ E. 50 feet to a point; thence N. 12o 06’ E. 50 feet to a
point; thence N. 26o 20’ E. 50 feet to a point; thence N. 38o 18’ E. 50 feet to
a point; thence N. 45o 03’ E. 50 feet to a point; thence N. 49o 42’ E. 50 feet
to a point; thence N. 51o 30’ E. 50 feet to a point; thence N. 56o 11’ E. 50
feet to a point; thence N. 58o 47’ E. 50 feet to a point; thence N. 61o 35’ E.
50 feet to a point; thence N. 66o 25’ E. 50 feet to a point; thence N. 71o 13’
E. 50 feet to a point; thence N.74o 37’ E. 50 feet to a point; thence N. 76o 01’
165 feet to a point; thence N. 70o 02’ E. 50 feet to a point; thence N. 67o 00’
E. 50 feet to a point;

 

2

 

thence N. 63o 48’ E. 175 feet to a points thence N.
64o 42’ E. 50 feet to a point; thence N. 67o 30’ E. 50 feet to a point; thence
N. 67o 07’ E. 37 feet to a point; thence N. 69o 39’ E. 65 and 19/100 feet to a
point; thence N. 75o 10’ E. 56 and 09/100 feet to a point; thence N. 77o 47’ E.
54 and 04/100 feet to a point; thence N. 80o 46’ E. 51 feet to a point; thence
N. 86o 29’ E. 45 and 64/100 feet to a point; thence S. 86o 20’ E. 68 and 05/100
feet to a point; thence S. 80o 42’ E. 215 and 82/100 feet to a point in the
northerly controlled access right of way line of Interstate Route No. 70; thence
leaving said Covenanter Church Road (West Virginia Route 41/3), and with said
northerly controlled access right of way line, the following three (3) bearings
and distances: S. 47o 49’ 10” W. 1108 and 83/100 feet to a point 186 feet
radially left of Interstate Route No. 70 centerline station 542 + 00; thence S.
58o 28’ 30” W. 675 and 59/100 feet to a point 225 feet radially left of
Interstate Route 70 centerline station 535 + 00; thence S. 61o 44’ 20” W. 226
and 24/100 feet to the place of beginning, containing eighteen and twenty-nine
hundredths (18 and 29/100) acres, more or less, as compiled from survey and
calculations made by Stegman & Schellhase, Inc., Civil Engineers and
Surveyors, wheeling West
Virginia.

 

There is excepted and
reserved from the said 18 and 29/100 acre tract of land so much of the coal
underlying same together with such mining rights and privileges that have
heretofore been excepted and/or conveyed. The said 18 and 29/100 acre tract
being subject to the part of the right of way for the said Covenanter Church
Road (West Virginia Route 41/3), that is included within the boundary lines of
the said 18 and 29/100 acre tract. The said 18 and 29/100 acre tract being
subject to any and all conditions, exceptions, reservations, stipulations, rights
of way, etc. as may be contained in former deeds of conveyance. It is
understood and agreed between the parties that Tenant’s right to terminate this
Agreement for title objections pursuant to Clause 3 of the Agreement is in no way
limited or controlled by this paragraph, notwithstanding any language contained
in the paragraph to the contrary.

 

The said 18 and 29/100
acre tract being all of the land now owned by Suder Inc., lying east of the
Dallas Pike Road between the Covenanter Church Road and the norterly controlled
access right of way lines of Interstate Route No. 70, which was acquired by
Suder Inc., by the following deeds:

 

1)            from W. Glenn Craig and Elma B. Craig, his wife, dated
June 27, 1964 and recorded in the office of the Clerk of the County Court of
Ohio County, West Virginia in Deed Book 455, at page 232, Parcel One;

 

3

 

2)            from W. Glenn Craig and Elma Craig, his wife dated
October 12, 1964 and recorded in said County Clerk’s office in Deed Book 460,
at page 40, Tract No. 1;

 

3)            from Betty Belle Ellison, widow, dated June 26, 1964 and
recorded in said County Clerk’s office in Deed Book 455, at page 436.

 

4)            from Charles A. Klein and Anna Dillon Klein, his wife,
recorded in said County Clerk’s office in Deed Book 484, at page 46.

 

-1-

 

THE WINDMILL

 

All that certain two (2)
story concrete block structure with a one (1) story addition, and partial
basement, having a ground floor area of approximately 11,000 square feet and a
gross floor area of approximately 25,500 square feet, and currently being used
as a Restaurant, Store, Motel and tire storage area, known as “the Windmill.”

 

-2-

 

THE WINDMILL JR.

 

All that certain two (2)
story concrete block structure with a one (1) story addition, having a ground
floor area of approximately 1,800 square feet and a gross floor area of
approximately 3,500 square feet, currently being used for Restaurant, Store and
Office purposes and known as “the Windmill Jr.”

 

-3-

 

THE REPAIR GARAGE

 

All that certain one (1)
story reinforced concrete structure with a mezzanine, having a ground floor
area of approximately 7,900 square feet and a gross floor area of approximately
9,100 square feet currently being used as a truck Repair Garage and known as
“the Repair Garage.”

 

4

 

FUEL STATION CANOPY

 

All that certain fuel
station canopy measuring approximately 42’ x 236’ with I beam columns and
supports, slight double pitched roof with I beam rafters, corrugated metal
panel roofing, and 24 mercury vapor street lights attached to structure,
currently being used as a truck refueling station and known as “the Windmill
Canopy.”

 

-5-

 

WINDMILL JR. CANOPY

 

All that certain fuel
station canopy measuring approximately 24’ x 80’ with I beam columns and
supports, slight double pitched roof with I beam rafters, corrugated metal
panel roofing and six (6) mercury vapor street lights attached to structure,
currently being used as a truck refueling station and known as “the Windmill
Jr. Canopy.”

 

-6-

 

OTHER PLOT IMPROVEMENTS

 

All those certain other
lot improvements, not specifically described above, including but not limited
to, the following:

 

(1)           Approximately 481,000 square feet of
bituminous paving;

(2)           Surface fuel spill collection system
with collection and separating tank;

 

EXHIBIT
A

 

(3)           Storm sewer drainage system with
catch basin and piping;

(4)           Sanitary sewer system;

(5)           Fuel storage tank prepared base and dyke;

(6)           Approximately 700 lineal feet of
metal ground rail;

(7)           2 - elevated illuminated stop signs
with steel columns and arms;

(8)           Approximately 9,152 square feet of
reinforced concrete fuel station pads;

(9)           Reinforced concrete truck bumpers.

 

5

 

FUEL STORAGE TANKS

 

Two steel fuel storage
tanks each of 508,376 gallon capacity with explosion proof pumphouse and
metered pump, buried lines from pumphouse, OPH loading rack and arm, hoses,
pipelines and tank corrections, surrounded by prepared bose and eight foot
steel fence with steel gates.

 

EXHIBIT A

 

EXHIBIT A

 

There is also granted to
the tenant hereto, the right to
use the sanitary sewer line leading from the said 18 and 29/100 acre tract
through other lands now owned by Suder Inc., to the sanitary lagoons located on
other lands now owned by Suder Inc., north of the Covenanter Church Road,
together with the right to use the roadway leading from the Covenanter Church
Road, through other lands now owned by Suder Inc., to said lagoons, all as
shown on the map attached hereto for reference purposes, said rights to be used
in common by both parties hereto, their heirs and assigns.

 

6

 

A-142

 

	
   

  	
   

  	
   

  	
   

  	
  3.050 Madison, WI

  
	
   

  	
   

  	
   

  	
   

  	
  5901 Highway 51

  
	
   

  	
   

  	
   

  	
   

  	
  P.O. Box 448

  
	
   

  	
   

  	
  Deforest, WI 53532

  
	
   

  	
   

  	
   

  	
   

  	
  (TCA Site No. 50 - Madison)

  

 

Part of the
Southeast Quarter of the Northeast Quarter (SE 1/4 NE 1/4) of
Section Eight (8), Township Eight (8) North, Range Ten (10) East,
in the Town of Burke, Dane County, Wisconsin, more particularly described as
follows: Commencing on the centerline of U.S. Highway 51 at the East quarter
corner of said Section 8; thence West 59.0 feet to the West right-of-way
of said U.S. Highway 51; thence North 0°06’ East, 407.7 feet along said
right-of-way to the point of beginning of this description; thence continuing
North 0°06’ East, 558.0 feet along said right- of-way of U.S. Highway 51;
thence North 29°54’ West, 143.18 feet along the right-of-way of the U.S.
Highway 51; thence North 60°06’ West, 178.12 feet along the right-of-way of a
town road to a point of curvature; thence on a curve to the left of radius
878.8 feet whose long chord bears North 73°47’ West, 320.65 feet; thence North 87°21’
West, 67.48 feet along the right-of-way of said town road; thence South 0°6’
West, 858.94 feet; thence South 89°54’ East, 600 feet to the point of
beginning.

 

 

A-143

 

	
   

  	
   

  	
   

  	
   

  	
  3.192 Hudson, WI

  
	
   

  	
   

  	
   

  	
   

  	
  713 Highway 12

  
	
   

  	
   

  	
  P.O. Box 230

  
	
   

  	
   

  	
   

  	
   

  	
  Hudson, WI 54016

  
	
   

  	
   

  	
   

  	
   

  	
  (TCA Site No. 192)

  

 

A parcel of land located in the Southwest
Quarter of the Southwest Quarter (SW 1/4 SW 1/4) of Section Twenty-Seven
(27), Township Twenty-Nine (29) North, Range Nineteen (19) West, in the Town of
Hudson, St. Croix County, Wisconsin, described as follows: Commencing at the
Southwest corner of Section 27; thence North 02°02’37” East, 82.40 feet
along the West line of the Southwest 1/4 of Section 27; thence South
88°00’38” East, 24.87 feet; thence North 04°26’00” East, 360.00 feet along the
centerline of U.S. Highway “12”; thence South 83°34’00” East, 100.00 feet to
the point of beginning; thence North 04°26’00” East, 310.50 feet; thence
Northeasterly 435.20 feet along the arc of a 11,559.16-foot radius curve
concave to the West whose chord bears North 03°21’17” East, 435.17 feet; thence
South 89°59’50” West, 48.01 feet; thence North 02°42’04” East, 31.54 feet;
thence North 89°59’50” East, 789.76 feet; thence South 00°00’35” West, 912.04
feet to the Northerly right-of-way line of interstate “94”; thence
Southwesterly 80.07 feet along the arc of a 3629.72-foot radius curve concave
to the North whose chord bears South 82°29’57” West, 80.07 feet; thence
continuing along said Northerly right-of-way line North 78°21’22” West, 728.15
feet to the point of beginning, containing 358,030 square feet (15.106 acres)
more or less. EXCEPT that parcel to State of Wisconsin, Department of
Transportation by Award of Damages recorded October 29, 1996, in Volume
1205, on Page 642, as Document No. 551401.

 

All of the above-described land being the same
as follows: A parcel located in the Southwest Quarter (SW1/4) of
Section Twenty-Seven (27), Township Twenty-Nine (29) North, Range Nineteen
(19) West, in the Town of Hudson, St. Croix County, Wisconsin, further described
as follows: From the Southwest corner of said Section 27 go North along
the Section line a distance of 82.4 feet; thence South 88°00’ East along
the centerline of East-bound lane of Interstate “94” a distance of 24.9 feet;
thence North 4°26’ East along centerline of U.S. Highway “12” a distance of
360.0 feet; thence South 85°34’ East a distance of 100.0 feet to point of
beginning for parcel to be described herein, said point of beginning being the
intersection of the North right-of-way line of Interstate “94” and the East
right-of-way line of U.S. Highway “12”; thence South 78°19’ East along said
North right-of-way line a distance of 570.0 feet; thence due North a distance
of 672.0 feet; thence due West a distance of 55.0 feet; thence due North a distance
of 235.0 feet; thence due West a distance of 500.0 feet; thence South 2°10’
West a distance of 48.0 feet along the East right-of-way line of U.S. Highway
“12”; thence South 87°42’ East a distance of 48.0 feet; thence Southerly on a
curve concave to the West having a radius of 11,559.16 feet and a long chord
bearing South 3°22’ West a distance of 433.0 feet; thence South 4°26’ West a
distance of 310.5 feet to the point of beginning. All bearings above are grid
bearings taken from I-94 surveys and are not true bearings; EXCEPT the
Northerly 16-foot strip along the East 500 feet of the above described parcel.

 

A parcel located in the Southwest Quarter (SW1/4) of Section
Twenty-Seven (27), Township Twenty-Nine (29) North, Range Nineteen (19) West,
further described as follows: From the Southwest corner of said Section 27 go
North along the section line a distance of 82.4 feet; thence South 88°00’ East along the centerline of the East-bound lane of Interstate “94” a
distance of 24.9 feet; thence North 4°26’ East along the centerline of U.S.
Highway “12” a distance of 360.0 feet; thence South 85°34’ East a distance of
100.0 feet; thence South 78° 19’ East along the North right-of-way line of
Interstate “94” a distance of 570.0 feet to the point of beginning for the
parcel to be conveyed herein; thence due North a distance of 672.0 feet; thence
due West a distance of 55.0 feet; thence due North a distance of 219.0 feet;
thence due East a distance of 290.0 feet, thence due South a distance of 911.4
feet to the North right-of-way line of Interstate “94”; thence Westerly along
said right-of-way line a distance of 79.2 feet on a chord of a curve concave to
the North having a radius of 3629.7 feet; thence North 78°19’ West along said
right-of-way line a distance of 160.0 feet to the point of beginning. All
bearings being taken from I-94 highway bearings which are grid bearings, not
true.

 

EXCEPT that parcel to State of Wisconsin,
Department of Transportation by Award of Damages recorded October 29,
1996, in Volume 1205, Page 642, as Document No. 551401.

 

 

A-144

 

	
   

  	
   

  	
   

  	
   

  	
  3.187 Cheyenne, WY

  
	
   

  	
   

  	
   

  	
   

  	
  4000 I-80 Service Road

  
	
   

  	
   

  	
  P.O. Box 5296

  
	
   

  	
   

  	
   

  	
   

  	
  Burns, WY 82053

  
	
   

  	
   

  	
   

  	
   

  	
  (TCA Site No. 187 - Cheyenne)

  

 

Parcel 1: A tract of land situate in the SW1/4 of
Section 23, Township 14 North, Range 64 West of the 6th P.M., Laramie
County, Wyoming, more particularly described as follows:

 

Commencing at the Southwest corner of said
Section 23; thence N.09°32’E., a distance of 362.76 feet to the point of
beginning at the intersection of the North right of way line of U.S. Interstate
Highway 80 and the East right of way line of County Road Extension 107; thence
N.00°22’E., along the East right of way line of said County Road Extension 107,
a distance of 397.03 feet; thence leaving said right of way line S.87°07’23”E.,
a distance of 2576.95 feet; thence S.00°32’11”W., a distance of 203.76 feet;
thence N.88°59’W., a distance of 1156.95 feet; thence S.00°22’W., a distance of
412.41 feet; to a point on the North right of way line of U.S. Interstate
Highway 80; thence N.88°21’15”W., along said North right of way line a distance
of 311.05 feet; thence N.71°12’W., along said North right of way line, a
distance of 972.69 feet; thence N.88°16’W., along said North right of way line,
a distance of 183.30 feet to the point of beginning.

 

AND

 

A tract of land situate in the SE1/4 of
Section 22, Township 14 North, Range 64 West of the 6th P.M., Laramie
County, Wyoming, more particularly described as follows:

 

Commencing at the Southeast corner of said
Section 22; thence N.17°11’19”W., a distance of 411.39 feet to the point
of beginning said point being at the intersection of the North right of way
line of U.S. Interstate Highway 80 and the West right of way line of County
Road Extension 107; thence N.14°23’38”E., along said West right of way line of
County Road Extension 107 a distance of 300.27 feet; thence leaving said West
right of way line N.88°06’25”W., a distance of 701.35 feet; thence
S.01°53’45”W., a distance of 416.54 feet to a point on the North right of way line
of said U.S. Interstate Highway 80; thence N.72°47’35”E., along said North
right of way line of U.S. Interstate Highway 80, a distance of 376.55 feet;
thence S.88°08’32”E., along said North right of way line of U.S. Interstate
Highway 80; a distance of 280.54 feet to the point of beginning LESS Tract 1,
Travel Centers of America Final Plat, Laramie County, Wyoming, EXCEPTING A
tract of land being a portion of parcel #1 as recorded in Book 1504,
Page 160, Laramie County Clerk’s Office, located in the Southwest Quarter
(SW1/4) of
Section 23, Township 14 North, Range 64 West of the 6th P.M., Laramie
County, Wyoming, being more particularly described as follows:

 

Beginning at the Southeast corner of said Book 1504,
Page 160; from which the Southwest corner of said Section 23 bears
S.88°35’08”W., a distance of 1477.34 
feet, thence N.00°07’41”E., a distance of 412.62 feet, along the East
line of said parcel to the Northeast corner of said parcel; thence N.89°12’18”W.,
along the North line of said parcel, a distance of 277.63 feet; thence
S.05°44’08”W., a distance of 408.88 feet, to a point on the South line of said
parcel; thence S.71°25’50”E., along the South line of said parcel, a distance
of 6.91 feet; thence S.88°37’43”E., along said South line, a distance of 311.09
feet to the point of beginning.

 

Parcel 2: Tract 1, Travel Centers of America Final
Plat, Laramie County, Wyoming.

 

 

A-145

 

	
   

  	
   

  	
   

  	
   

  	
  3.188 Ft. Bridger,
  WY

  
	
   

  	
   

  	
  P.O. Box 400

  
	
   

  	
   

  	
   

  	
   

  	
  Ft. Bridger, WY
  82933

  
	
   

  	
   

  	
   

  	
   

  	
  (TCA Site
  No. 188)

  

 

Legal Description

 

Parcel 1:

 

A
parcel of land situate in the NW1/4 of
Section 4 and the NE1/4 of
Section 5, Township 15 North, Range 116 West of the 6th P.M., Uinta
County, Wyoming, according to an official plat of said land filed in the
District Land Office, bounded and described as follows:

 

Commencing
at the corner common to Sections 32 and 33, Township 16 North, Range 116 West
and Sections 4 and 5, Township 15 North, Range 116 West, said point being on
the north line of that certain parcel of land deeded by Upland Industries Corporation
to Earl K. Cook by deed dated August 12, 1976, U.I.C. Audit
No. 21434; thence along the north line of said Section 5 and along
the north line of said deeded parcel N
89°50’57” W, 339.39 feet to the TRUE POINT OF BEGINNING; thence along
the southwesterly line of said deed parcel S 23°09’38” E, 935.38 feet (N 23°07’ W, 937.00 feet, more or
less, per deed) to the most southerly corner of said deeded parcel, said point
also being a point on the northwesterly right-of-way line of Interstate Highway
I-80, as said right-of-way is described in that certain Quitclaim Deed,
recorded in Book 208, Page 303, Official Records of Uinta County, Wyoming;
thence along said northwesterly right-of-way line, S 83°35’ W, 32.98 feet to a
point on the east line of said Section 5; thence continuing along said
northwesterly right-of-way line S 83°35’ W, 16.10 feet; thence continuing along
said northwesterly right-of-way line S 54°46’45” W, 642.0 feet; thence leaving
said northwesterly right-of-way line N 0°00’27” W, 1236.12 feet to a point on
the north line of said Section 5; thence along said north line S 89°50’57”
E, 205.40 feet to the TRUE POINT OF BEGINNING.

 

Parcel 2:

 

A
parcel of land situate in the NW1/4 of
Section 4 and in the NE1/4 of
Section 5, Township 15 North, Range 116 West of the 6th P.M., Uinta
County, Wyoming, according to an official plat of said land filed in the
District Land Office, bounded and described as follows:

 

Commencing
at the quarter corner common to said Sections 4 and 5; thence along the section
line common to said sections, N 0°17’00”
E, 1138.99 feet to a point on the northwesterly
line of that certain parcel of land deeded by Upland Industries Corporation to
the State of Wyoming by deed dated April 11, 1977, U.I.C. D A
No. 26101, (N 0°17’00” E, 1140.5 feet; per deed) said point also being a point
on the southeasterly right-of-way line of Interstate Highway I-80 as described
in that certain Quitclaim Deed recorded in Book 208, Page 303, Official
Records of Uinta County; thence along the northwesterly line of said deeded
parcel and along said southeasterly right-of-way line N 78°59’ E, 226.70 feet;
thence continuing along said northeasterly line of said deeded parcel and along
said southeasterly right-of-way line N 50°11’00” E, 62.64 feet to the TRUE POINT OF
BEGINNING; thence leaving said southeasterly right-of-way line and continuing
along the easterly line of said deeded parcel S 23°07’00”E, 178.00 feet; thence
along the southeasterly line of said deeded parcel S 66°53’ W, 380.46 feet to the
beginning of a curve concave southeasterly having a radius of 894.93 feet; thence
continuing along said southeasterly line and along said curve through a central
angle of 32°38’00”, 509.72 feet; thence East, 1007.53 feet; thence, North 915.20
feet to a point on said southeasterly right-of-way line of Interstate Highway I-80;
thence along said southeasterly right-of-way line S 50°10’14” W, 441.50 feet to
the TRUE POINT OF BEGINNING.

 

1

 

Exhibit A

 

Parcel 3:

 

A
parcel of land situated in the NW1/4 of
Section 4 and the NE1/4 of Section 5, Township 15 North, Range 116 West
of the 6th P.M., Uinta County, Wyoming, more particularly described as
follows:

 

Beginning
at the northwest corner of said Section 4, thence Easterly along the north
line of said Section 4, S
89°33’03” E, 2344.19 feet, more or less, to the intersection of the North line
of said Section 4 with the northerly right-of-way line of Interstate
Highway I-80; thence Southwesterly along said northerly right-of-way line, S
66°53’ W, 2006.8 feet, more or less; thence continuing along said right-of-way
line S 83°35’ W, 472.92 feet; thence N 23°07’ W, 937.0 feet, more or less, to
the north line of said Section 5; thence easterly along said north line of
Section 5, 339.39 feet to the Point of Beginning.

 

Parcel 4:

 

A
parcel of land situated in the SE1/4NE1/4 of
Section 5, Township 15 North, Range 116 West of the 6th P.M., Uinta
County, Wyoming, being more particularly described as follows:

 

Commencing
at the E1/4-Section corner of said Section 5;
running thence N 0°17’ E, along the east line of said Section 5, 1106.2
feet; thence N 89°43’ W, 171.8 feet to the POINT OF BEGINNING, said point of
beginning being the point of Intersection of the southerly right-of-way line of
Interstate Highway I-80 with the northerly right-of-way line of Old U.S.
Highway 30S, and said point being marked by 3/4” steel T-Bar driven in the
ground topped with a steel identification cap inscribed “RLS 641”; running
thence S 78°59’ W, along said southerly Interstate right-of-way line, 314 feet
to a standard Wy. Highway Department right-of-way marker inscribed, “Sta.5424 +
00”; thence S 66°53’ W, along said southerly Interstate right-of-way line,
599.43 feet to a point marked by a T-Bar as described above; thence S 55°45’ E,
544.25 feet to said northerly Highway US 30S right-of-way line, said point
marked by a T-Bar as described above; thence N 34°15’ E, 727.86 feet to the
POINT OF BEGINNING.

 

LESS AND EXCEPT from
the above described parcels those lands conveyed to The Transportation
Commission of Wyoming in instrument recorded July 29, 1994 in Book 635,
Page 349.

 

Parcel 5:

 

All
of the S1/4SW1/4 of
Section 33, Township 16 North, Range 116 West of the 6th P M, Uinta
County, Wyoming, lying northwesterly of the northerly boundary of interstate
Highway 80.

 

2

 

A-146

 

	
   

  	
   

  	
   

  	
   

  	
  3.234 Rawlins, WY

  
	
   

  	
   

  	
  1400 Higley Boulevard, Exit 214

  
	
   

  	
   

  	
   

  	
   

  	
  Rawlins, WY 82301

  
	
   

  	
   

  	
   

  	
   

  	
  (TCA Site No. 234)

  

 

Legal
Description

 

All of Tract A and a
portion of Tract B of the B.R. Griffin Truck Stop Subdivision of the City of
Rawlins, Carbon County, Wyoming, more completely
described as follows:

 

Beginning at the
Southeast corner of said Tract A, on the Westerly right of way of Wyoming
Highway 78, and which bears S81°06’47”W, 2074.43 ft. from the East 1/4 corner
of Sec. 21, T21N, R87W, Carbon County,
Wyoming; Thence along a curve to the left, along the Westerly right of way of
Highway 78, and along the East line of said Tract A, an arc distance of 265.88
ft. on a radius of 1849.96 ft., through a central angle of 8°14’05”, to a
point; Thence N29°25’21”W, 136.92 ft. along the Westerly right of way of
Highway 78 and along the East line of said Tract A to the Northeast corner of
said Tract A; Thence along a non-tangent curve to the right and along the
Northerly line of said Tract A and B, 387.79 ft. on a radius of 1220.96 ft.,
through a central angle of 18°11’52”, to a point which is 34.04 ft. on an arc
West of the Northwest corner of said Tract A; Thence S12°05’19”E, 110.22 ft.
parallel to the West line of said Tract A to a point; Thence N77°54’41”E, 34.00
ft. to a point on the West line of said Tract A, 108.73 ft. South of the
Northwest corner of said Tract A; Thence S12°05’19”E, 240.26 ft. along the West
line of said Tract A to the Southwest corner of said Tract A; Thence
N77°54’41”E, 451.73 ft. along the Southerly line of said Tract A to the point
of beginning;

AND

 

All of Tract C of the
B.R. Griffin Truck Stop Subdivision of the City of Rawlins, Carbon County,
Wyoming

 

AND

 

All of Tract D of the B.R. Griffin Truck
Stop Subdivision of the City of Rawlins, Carbon County, Wyoming.Exhibit 10.4

 

LEASE AGREEMENT,

 

dated as of May 30, 2007,

 

by and among

 

HPT PSC PROPERTIES TRUST and HPT PSC PROPERTIES LLC

 

AS LANDLORD,

 

AND

 

PETRO STOPPING CENTERS, L.P.,

 

AS TENANT

 

 

Table of Contents

 

	
   

  	
   

  	
  Page

  
	
  ARTICLE 1
  DEFINITIONS

  	
   

  	
  1

  
	
  1.1 Additional Charges

  	
   

  	
  1

  
	
  1.2 Additional Rent

  	
   

  	
  1

  
	
  1.3 Affiliated Person

  	
   

  	
  2

  
	
  1.4 Agreement

  	
   

  	
  2

  
	
  1.5 Applicable Laws

  	
   

  	
  2

  
	
  1.6 Award

  	
   

  	
  2

  
	
  1.7 Base Fuel Gross Revenues

  	
   

  	
  3

  
	
  1.8 Base Non-Fuel Gross Revenues

  	
   

  	
  3

  
	
  1.9 Base Year

  	
   

  	
  3

  
	
  1.10 Business Day

  	
   

  	
  3

  
	
  1.11 Capital Addition

  	
   

  	
  3

  
	
  1.12 Capital Expenditure

  	
   

  	
  3

  
	
  1.13 Capital Replacements Budget

  	
   

  	
  3

  
	
  1.14 Change in Control

  	
   

  	
  3

  
	
  1.15 Claim

  	
   

  	
  4

  
	
  1.16 Code

  	
   

  	
  4

  
	
  1.17 Commencement Date

  	
   

  	
  4

  
	
  1.18 Condemnation

  	
   

  	
  4

  
	
  1.19 Condemnor

  	
   

  	
  4

  
	
  1.20 Consolidated Financials

  	
   

  	
  4

  
	
  1.21 Date of Taking

  	
   

  	
  4

  
	
  1.22 Default

  	
   

  	
  5

  
	
  1.23 Disbursement Rate

  	
   

  	
  5

  
	
  1.24 Distribution

  	
   

  	
  5

  
	
  1.25 Easement Agreement

  	
   

  	
  5

  
	
  1.26 Encumbrance

  	
   

  	
  5

  
	
  1.27 Entity

  	
   

  	
  5

  
	
  1.28 Environment

  	
   

  	
  5

  
	
  1.29 Environmental Obligation

  	
   

  	
  5

  
	
  1.30 Environmental Notice

  	
   

  	
  6

  
	
  1.31 Environmental Report

  	
   

  	
  6

  
	
  1.32 Event of Default

  	
   

  	
  6

  
	
  1.33 Excess Fuel Gross Revenues

  	
   

  	
  6

  
	
  1.34 Excess Non-Fuel Gross Revenues

  	
   

  	
  6

  
	
  1.35 Extended Term

  	
   

  	
  6

  
	
  1.36 Fair Market Value

  	
   

  	
  6

  
	
  1.37 Fair Market Value Rent

  	
   

  	
  6

  
	
  1.38 Financial Officer’s Certificate

  	
   

  	
  6

  
	
  1.39 Fiscal Year

  	
   

  	
  7

  
	
  1.40 Fixed Term

  	
   

  	
  7

  
	
  1.41 Fixtures

  	
   

  	
  7

  
	
  1.42 Fuel Sales Cap

  	
   

  	
  7

  
	
  1.43 GAAP

  	
   

  	
  7

  
	
  1.44 Government Agencies

  	
   

  	
  7

  
	
  1.45 Gross Fuel Revenues

  	
   

  	
  7

  
	
  1.46 Gross Non-Fuel Revenues

  	
   

  	
  8

  

 

i

 

	
  1.47 Ground Leases

  	
   

  	
  8

  
	
  1.48 Guarantor

  	
   

  	
  9

  
	
  1.49 Guaranty

  	
   

  	
  9

  
	
  1.50 Hazardous Substances

  	
   

  	
  9

  
	
  1.51 Immediate Family

  	
   

  	
  10

  
	
  1.52 Impositions

  	
   

  	
  10

  
	
  1.53 Indebtedness

  	
   

  	
  11

  
	
  1.54 Index

  	
   

  	
  11

  
	
  1.55 Insurance Requirements

  	
   

  	
  11

  
	
  1.56 Interest Rate

  	
   

  	
  12

  
	
  1.57 Land

  	
   

  	
  12

  
	
  1.58 Landlord

  	
   

  	
  12

  
	
  1.59 Landlord Default

  	
   

  	
  12

  
	
  1.60 Landlord Liens

  	
   

  	
  12

  
	
  1.61 Lease Year

  	
   

  	
  12

  
	
  1.62 Leased Improvements

  	
   

  	
  12

  
	
  1.63 Leased Intangible Property

  	
   

  	
  12

  
	
  1.64 Leased Property

  	
   

  	
  13

  
	
  1.65 Legal Requirements

  	
   

  	
  13

  
	
  1.66 Lien

  	
   

  	
  13

  
	
  1.67 Minimum Rent

  	
   

  	
  13

  
	
  1.68 Notice

  	
   

  	
  13

  
	
  1.69 Officer’s Certificate

  	
   

  	
  13

  
	
  1.70 Overdue Rate

  	
   

  	
  13

  
	
  1.71 Parent

  	
   

  	
  14

  
	
  1.72 Permitted Encumbrances

  	
   

  	
  14

  
	
  1.73 Permitted Liens

  	
   

  	
  14

  
	
  1.74 Permitted Use

  	
   

  	
  14

  
	
  1.75 Person

  	
   

  	
  14

  
	
  1.76 Property

  	
   

  	
  14

  
	
  1.77 Property Mortgage

  	
   

  	
  14

  
	
  1.78 Property Mortgagee

  	
   

  	
  14

  
	
  1.79 Rent

  	
   

  	
  14

  
	
  1.80 SARA

  	
   

  	
  14

  
	
  1.81 SEC

  	
   

  	
  15

  
	
  1.82 State

  	
   

  	
  15

  
	
  1.83 Subordinated Creditor

  	
   

  	
  15

  
	
  1.84 Subordination Agreement

  	
   

  	
  15

  
	
  1.85 Subsidiary

  	
   

  	
  15

  
	
  1.86 Successor Landlord

  	
   

  	
  15

  
	
  1.87 Superior Landlord

  	
   

  	
  15

  
	
  1.88 Superior Lease

  	
   

  	
  15

  
	
  1.89 Superior Mortgage

  	
   

  	
  15

  
	
  1.90 Superior Mortgagee

  	
   

  	
  15

  
	
  1.91 TA

  	
   

  	
  15

  
	
  1.92 Tenant

  	
   

  	
  15

  
	
  1.93 Tenant’s Personal Property

  	
   

  	
  16

  
	
  1.94 Term

  	
   

  	
  16

  

 

ii

 

	
  1.95 Travel Center

  	
   

  	
  16

  
	
  1.96 Unsuitable for Its Permitted Use

  	
   

  	
  16

  
	
  1.97 Work

  	
   

  	
  16

  
	
  ARTICLE 2 LEASED PROPERTY AND TERM

  	
   

  	
  16

  
	
  2.1 Leased Property.

  	
   

  	
  16

  
	
  2.2 Condition of Leased Property.

  	
   

  	
  17

  
	
  2.3 Fixed Term.

  	
   

  	
  18

  
	
  2.4 Extended Terms.

  	
   

  	
  18

  
	
  ARTICLE 3 RENT

  	
   

  	
  19

  
	
  3.1 Rent.

  	
   

  	
  19

  
	
  3.2 Late Payment of Rent, Etc.

  	
   

  	
  24

  
	
  3.3 Net Lease, Etc.

  	
   

  	
  25

  
	
  3.4 No Termination, Abatement, Etc.

  	
   

  	
  25

  
	
  ARTICLE 4 USE OF THE LEASED PROPERTY

  	
   

  	
  26

  
	
  4.1 Permitted Use.

  	
   

  	
  26

  
	
  4.2 Compliance with Legal/Insurance
  Requirements, Etc.

  	
   

  	
  28

  
	
  4.3 Environmental Matters.

  	
   

  	
  29

  
	
  4.4 Ground Leases.

  	
   

  	
  31

  
	
  ARTICLE 5 MAINTENANCE AND REPAIRS

  	
   

  	
  31

  
	
  5.1 Maintenance and Repair.

  	
   

  	
  31

  
	
  5.2 Tenant’s Personal Property.

  	
   

  	
  34

  
	
  5.3 Yield Up.

  	
   

  	
  34

  
	
  ARTICLE 6 IMPROVEMENTS, ETC.

  	
   

  	
  35

  
	
  6.1 Improvements to the Leased Property.

  	
   

  	
  35

  
	
  6.2 Salvage.

  	
   

  	
  36

  
	
  ARTICLE 7 LIENS

  	
   

  	
  36

  
	
  ARTICLE 8 PERMITTED CONTESTS

  	
   

  	
  36

  
	
  ARTICLE 9 INSURANCE AND INDEMNIFICATION

  	
   

  	
  37

  
	
  9.1 General Insurance Requirements.

  	
   

  	
  37

  
	
  9.2 Waiver of Subrogation.

  	
   

  	
  38

  
	
  9.3 Form Satisfactory, Etc.

  	
   

  	
  38

  
	
  9.4 No Separate Insurance; Self-Insurance.

  	
   

  	
  39

  
	
  9.5 Indemnification of Landlord.

  	
   

  	
  39

  
	
  ARTICLE 10 CASUALTY

  	
   

  	
  40

  
	
  10.1 Insurance Proceeds.

  	
   

  	
  40

  
	
  10.2 Damage or Destruction.

  	
   

  	
  41

  
	
  10.3 Damage Near End of Term.

  	
   

  	
  43

  
	
  10.4 Tenant’s Personal Property.

  	
   

  	
  43

  
	
  10.5 Restoration of Tenant’s Personal Property.

  	
   

  	
  43

  
	
  10.6 No Abatement of Rent.

  	
   

  	
  43

  
	
  10.7 Waiver.

  	
   

  	
  44

  
	
  ARTICLE 11 CONDEMNATION

  	
   

  	
  44

  
	
  11.1 Total Condemnation, Etc.

  	
   

  	
  44

  
	
  11.2 Partial Condemnation.

  	
   

  	
  44

  
	
  11.3 Abatement of Rent.

  	
   

  	
  46

  

 

iii

 

	
  11.4 Temporary Condemnation.

  	
   

  	
  46

  
	
  11.5 Allocation of Award.

  	
   

  	
  46

  
	
  ARTICLE 12 DEFAULTS AND REMEDIES

  	
   

  	
  47

  
	
  12.1 Events of Default.

  	
   

  	
  47

  
	
  12.2 Remedies.

  	
   

  	
  49

  
	
  12.3 Tenant’s Waiver.

  	
   

  	
  51

  
	
  12.4 Application of Funds.

  	
   

  	
  51

  
	
  12.5 Landlord’s Right to Cure Tenant’s Default.

  	
   

  	
  51

  
	
  ARTICLE 13 HOLDING OVER

  	
   

  	
  51

  
	
  ARTICLE 14 LANDLORD DEFAULT

  	
   

  	
  52

  
	
  ARTICLE 15 PURCHASE OF TENANT’S PERSONAL
  PROPERTY

  	
   

  	
  53

  
	
  ARTICLE 16 SUBLETTING AND ASSIGNMENT

  	
   

  	
  53

  
	
  16.1 Subletting and Assignment.

  	
   

  	
  53

  
	
  16.2 Required Sublease Provisions.

  	
   

  	
  54

  
	
  16.3 Permitted Sublease.

  	
   

  	
  55

  
	
  16.4 Sublease Limitation.

  	
   

  	
  56

  
	
  ARTICLE 17 ESTOPPEL CERTIFICATES AND
  FINANCIAL STATEMENTS

  	
   

  	
  56

  
	
  17.1 Estoppel Certificates.

  	
   

  	
  56

  
	
  17.2 Financial Statements.

  	
   

  	
  57

  
	
  ARTICLE 18 LANDLORD’S RIGHT TO INSPECT

  	
   

  	
  58

  
	
  ARTICLE 19 EASEMENTS

  	
   

  	
  58

  
	
  19.1 Grant of Easements.

  	
   

  	
  58

  
	
  19.2 Exercise of Rights by Tenant.

  	
   

  	
  59

  
	
  19.3 Permitted Encumbrances.

  	
   

  	
  59

  
	
  ARTICLE 20 PROPERTY MORTGAGES

  	
   

  	
  59

  
	
  20.1 Landlord May Grant Liens.

  	
   

  	
  59

  
	
  20.2 Subordination of Lease.

  	
   

  	
  59

  
	
  20.3 Notice to Mortgagee and Superior Landlord.

  	
   

  	
  61

  
	
  ARTICLE 21 ADDITIONAL COVENANTS OF LANDLORD
  AND TENANT

  	
   

  	
  61

  
	
  21.1 Prompt Payment of Indebtedness.

  	
   

  	
  61

  
	
  21.2 Conduct of Business.

  	
   

  	
  62

  
	
  21.3 Maintenance of Accounts and Records.

  	
   

  	
  62

  
	
  21.4 Notice of Litigation, Etc.

  	
   

  	
  62

  
	
  21.5 Indebtedness of Tenant.

  	
   

  	
  63

  
	
  21.6 Distributions, Payments to Affiliated
  Persons, Etc.

  	
   

  	
  64

  
	
  21.7 Prohibited Transactions.

  	
   

  	
  64

  
	
  21.8 Liens and Encumbrances.

  	
   

  	
  64

  
	
  21.9 Merger; Sale of Assets; Etc.

  	
   

  	
  65

  
	
  21.10 Bankruptcy Remote Entities.

  	
   

  	
  65

  
	
  21.11 Trade Area Restriction.

  	
   

  	
  65

  
	
  ARTICLE 22 ARBITRATION

  	
   

  	
  66

  
	
  ARTICLE 23 MISCELLANEOUS

  	
   

  	
  67

  
	
  23.1 Limitation on Payment of Rent.

  	
   

  	
  67

  
	
  23.2 No Waiver.

  	
   

  	
  67

  
	
  23.3 Remedies Cumulative.

  	
   

  	
  67

  

 

iv

 

	
  23.4 Severability.

  	
   

  	
  68

  
	
  23.5 Acceptance of Surrender.

  	
   

  	
  68

  
	
  23.6 No Merger of Title.

  	
   

  	
  68

  
	
  23.7 Conveyance by Landlord.

  	
   

  	
  68

  
	
  23.8 Quiet Enjoyment.

  	
   

  	
  68

  
	
  23.9 No Recordation.

  	
   

  	
  69

  
	
  23.10 Notices.

  	
   

  	
  69

  
	
  23.11 Construction.

  	
   

  	
  70

  
	
  23.12 Counterparts; Headings.

  	
   

  	
  70

  
	
  23.13 Applicable Law, Etc.

  	
   

  	
  71

  
	
  23.14 Right to Make Agreement.

  	
   

  	
  71

  
	
  23.15 Attorneys’ Fees.

  	
   

  	
  72

  
	
  23.16 Nonliability of Trustees.

  	
   

  	
  72

  

 

v

 

LEASE AGREEMENT

 

THIS LEASE AGREEMENT is entered into as of May 30,
2007, by and among HPT PSC PROPERTIES TRUST,  a Maryland real estate investment trust,
and HPT PSC PROPERTIES LLC, a
Maryland limited liability company (collectively, jointly and severally, “Landlord”),
and PETRO STOPPING CENTERS, L.P.,
a Delaware limited partnership (“Tenant”).

 

W  I  T  N  E  S
S  E  T  H :

 

WHEREAS, Landlord holds fee simple title to, and/or the
leasehold interest in, the Leased Property (this and other capitalized terms
used and not otherwise defined herein having the meanings given such terms in Article 1);
and

 

WHEREAS, Landlord wishes to lease the Leased Property to
Tenant and Tenant wishes to lease the Leased Property from Landlord, subject to
and upon the terms and conditions herein set forth;

 

NOW, THEREFORE, in consideration of the mutual covenants
herein contained and other good and valuable consideration, the mutual receipt
and legal sufficiency of which are hereby acknowledged, Landlord and Tenant
hereby agree as follows:

 

ARTICLE 1

 

DEFINITIONS

 

For
all purposes of this Agreement, except as otherwise expressly provided or
unless the context otherwise requires, (a) the terms defined in this Article shall
have the meanings assigned to them in this Article and include the plural
as well as the singular, (b) all accounting terms not otherwise defined
herein shall have the meanings assigned to them in accordance with GAAP, (c) all
references in this Agreement to designated “Articles”, “Sections” and other
subdivisions are to the designated Articles, Sections and other subdivisions of
this Agreement, and (d) the words “herein”, “hereof”, “hereunder” and
other words of similar import refer to this Agreement as a whole and not to any
particular Article, Section or other subdivision.

 

1.1  “Additional
Charges”  shall have the
meaning given such term in Section 3.1.3.

 

1.2  “Additional
Rent”  shall have the
meaning given such term in Section 3.1.2(a).

 

 

1.3  “Affiliated
Person”  shall mean, with
respect to any Person, (a)  in the case of any such Person which is a
partnership, any partner in such partnership, (b) in the case of any such
Person which is a limited liability company, any member of such company, (c) any
other Person which is a Parent, a Subsidiary, or a Subsidiary of a Parent with
respect to such Person or to one or more of the Persons referred to in the
preceding clauses (a) and (b), (d) any other Person who is an
officer, director, trustee or employee of, or partner in or member of, such
Person or any Person referred to in the preceding clauses (a), (b) and
(c), and (e) any other Person who is a member of the Immediate Family of
such Person or of any Person referred to in the preceding clauses (a) through
(d).

 

1.4  “Agreement”  shall mean this Lease Agreement,
including all exhibits attached hereto, as it and they may be amended from time
to time as herein provided.

 

1.5  “Applicable
Laws”  shall mean all
applicable laws, statutes, regulations, rules, ordinances, codes, licenses,
permits, notices and orders, from time to time in existence, of all courts of
competent jurisdiction and Government Agencies, and all applicable judicial and
administrative and regulatory decrees, judgments and orders, including common
law rulings and determinations, relating to injury to, conservation of, or the
protection of, real or personal property or human health or the Environment,
including, without limitation, all valid and lawful requirements of courts and
other Government Agencies pertaining to reporting, licensing, permitting, investigation,
remediation and removal of underground improvements (including, without
limitation, treatment or storage tanks, or water, natural gas or oil wells), or
emissions, discharges, releases or threatened releases of Hazardous Substances,
chemical substances, pesticides, petroleum or petroleum products, pollutants,
contaminants or hazardous or toxic substances, materials or wastes whether
solid, liquid or gaseous in nature, into the Environment, or relating to the
manufacture, processing, distribution, use, treatment, storage, disposal,
transport or handling of Hazardous Substances, underground improvements
(including, without limitation, treatment or storage tanks, or water, gas or
oil wells), or pollutants, contaminants or hazardous or toxic substances, materials
or wastes, whether solid, liquid or gaseous in nature.

 

1.6  “Award”  shall mean all compensation, sums
or other value awarded, paid or received by virtue of a total or partial
Condemnation of any Property (after deduction of all reasonable

 

2

 

legal fees and other
reasonable costs and expenses, including, without limitation, expert witness
fees, incurred by Landlord, in connection with obtaining any such award).

 

1.7  “Base
Fuel Gross Revenues”  shall
mean, with respect to any Property, the amount of Gross Fuel Revenues for such
Property for the Base Year.

 

1.8  “Base
Non-Fuel Gross Revenues”  shall
mean, with respect to any Property, the amount of Gross Non-Fuel Revenues for
such Property for the Base Year.

 

1.9  “Base
Year”  shall mean the 2012
calendar year.

 

1.10  “Business
Day”  shall mean any day
other than Saturday, Sunday, or any other day on which banking institutions in
The Commonwealth of Massachusetts are authorized by law or executive action to
close.

 

1.11  “Capital
Addition”  shall mean,
with respect to any Property, any renovation, repair or improvement to such
Property, the cost of which constitutes a Capital Expenditure.

 

1.12  “Capital
Expenditure”  shall mean
any expenditure treated as capital in nature in accordance with GAAP.

 

1.13  “Capital Replacements Budget”  shall have
the meaning given such term in Section 5.1.1(b).

 

1.14  “Change
in Control”  shall mean (a) the
acquisition by any Person, or two or more Persons acting in concert, of
beneficial ownership (within the meaning of Rule 13d-3 of the SEC) of 9.8%
or more, or rights, options or warrants to acquire 9.8% or more, of the
outstanding shares of voting stock or other voting interests of Tenant or any
Guarantor, as the case may be, or the power to direct the management and
policies of Tenant or any Guarantor, directly or indirectly, (b) the
merger or consolidation of Tenant or any Guarantor with or into any other
Person (other than the merger or consolidation of any Person into Tenant or any
Guarantor that does not result in a Change in Control of Tenant or such
Guarantor under clauses (a), (c) or (d) of this definition), (c) any
one or more sales or conveyances to any Person of all or any material portion
of its assets (including capital stock or other equity interests) or business
of Tenant or any Guarantor, as the case may be, or (d) the cessation, for
any reason, of the individuals who at the beginning of any twenty-four (24)
consecutive month period (commencing on the Commencement Date) constituted the
board of

 

3

 

directors of Tenant or
any Guarantor (together with any new directors whose election by such board or
whose nomination for election by the shareholders of Tenant or such Guarantor,
as the case may be, was approved by a vote of a majority of the directors then
still in office who were either directors at the beginning of any such period
or whose election or nomination for election was previously so approved) to constitute
a majority of the board of directors of Tenant or any Guarantor then in office.

 

1.15  “Claim”  shall have the meaning given such
term in Article 8.

 

1.16  “Code”  shall mean the Internal Revenue
Code of 1986 and, to the extent applicable, the Treasury Regulations
promulgated thereunder, each as from time to time amended.

 

1.17  “Commencement
Date”  shall mean the date
hereof.

 

1.18  “Condemnation”  shall mean, with respect to any
Property, or any portion thereof, (a) the exercise of any governmental
power with respect to such Property, whether by legal proceedings or otherwise,
by a Condemnor of its power of condemnation, (b) a voluntary sale or
transfer of such Property by Landlord to any Condemnor, either under threat of
condemnation or while legal proceedings for condemnation are pending, or (c) a
taking or voluntary conveyance of such Property, or any interest therein, or
right accruing thereto or use thereof, as the result or in settlement of any
condemnation or other eminent domain proceeding affecting such Property,
whether or not the same shall have actually been commenced.

 

1.19  “Condemnor”  shall mean any public or
quasi-public Person, having the power of Condemnation.

 

1.20  “Consolidated
Financials”  shall mean,
for any Fiscal Year or other accounting period of TA, annual audited and
quarterly unaudited financial statements of TA prepared on a consolidated
basis, including TA’s consolidated balance sheet and the related statements of
income and cash flows, all in reasonable detail, and setting forth in
comparative form the corresponding figures for the corresponding period in the
preceding Fiscal Year, and prepared in accordance with GAAP throughout the
periods reflected.

 

1.21  “Date of
Taking”  shall mean, with
respect to any Property, the date the Condemnor has the right to possession of

 

4

 

such Property, or any
portion thereof, in connection with a Condemnation.

 

1.22  “Default”  shall mean any event or condition
which with the giving of notice and/or lapse of time would be an Event of
Default.

 

1.23  “Disbursement
Rate”  shall mean an
annual rate of interest, as of the date of determination, equal to the greater
of (i) the Interest Rate and (ii) the per annum rate for ten (10) year
U.S. Treasury Obligations as published in The Wall Street Journal plus
three hundred fifty (350) basis points.

 

1.24  “Distribution”  shall mean (a) any
declaration or payment of any dividend (except ordinary cash dividends payable
in common stock or other equity interests of Tenant) on or in respect of any
shares of any class of capital stock or other equity interests of Tenant, (b) any
purchase, redemption, retirement or other acquisition of any shares of any
class of capital stock or other equity interests of Tenant, (c) any other
distribution on or in respect of any shares of any class of capital stock or
other equity interests of Tenant or (d) any return of capital to
shareholders.

 

1.25  “Easement
Agreement”  shall mean any conditions, covenants and
restrictions, easements, declarations, licenses and other agreements which are
Permitted Encumbrances and such other agreements as may be granted in
accordance with Section 19.1.

 

1.26  “Encumbrance”  shall have the meaning given such
term in Section 20.1.

 

1.27  “Entity”  shall mean any corporation,
general or limited partnership, limited liability company or partnership, stock
company or association, joint venture, association, company, trust, bank, trust
company, land trust, business trust, real estate investment trust, cooperative,
any government or agency, authority or political subdivision thereof or any
other entity.

 

1.28  “Environment”  shall mean soil, surface waters,
ground waters, land, biota, sediments, surface or subsurface strata and ambient
air.

 

1.29  “Environmental
Obligation”  shall have
the meaning given such term in Section 4.3.1.

 

5

 

1.30  “Environmental
Notice”  shall have the
meaning given such term in Section 4.3.1.

 

1.31  “Environmental
Report”  shall have the meaning given such term in Section 4.3.2.

 

1.32  “Event
of Default”  shall have
the meaning given such term in Section 12.1.

 

1.33  “Excess
Fuel Gross Revenues”  shall
mean, with respect to any Property, with respect to any Lease Year, or portion
thereof, the amount of Gross Fuel Revenues for such Property for such Lease
Year, or portion thereof, in excess of Base Fuel Gross Revenues for such
Property for the equivalent period during the Base Year.

 

1.34  “Excess
Non-Fuel Gross Revenues”  shall
mean, with respect to any Property, with respect to any Lease Year, or portion
thereof, the amount of Gross Non-Fuel Revenues for such Property for such Lease
Year, or portion thereof, in excess of Base Non-Fuel Gross Revenues for such
Property for the equivalent period during the Base Year.

 

1.35  “Extended
Term”  shall have the meaning given such term in Section 2.4.

 

1.36  “Fair
Market Value”  shall mean the price an unaffiliated and willing buyer would pay for
the interest of Landlord in the applicable Property in its existing condition
as of the date of determination, with all relevant factors being known to both
parties, under terms and conditions customary for like transactions in the area
in which the Property is located.

 

1.37  “Fair
Market Value Rent”  shall mean the per annum minimum rent which would be payable monthly in
advance for the applicable Property in its then current condition and for its
then current use, on the terms and conditions of this Agreement (including,
without limitation, the obligation to pay Additional Rent).

 

1.38  “Financial
Officer’s Certificate”  shall
mean, as to any Person, a certificate of the chief executive officer, chief
financial officer or chief accounting officer (or such officers’ authorized
designee) of such Person, duly authorized, accompanying the financial
statements required to be delivered by such Person pursuant to Section 17.2,
in which such officer shall certify (a) that such statements have been
properly prepared in accordance with GAAP and are true, correct and

 

6

 

complete in all material
respects and fairly present the consolidated financial condition of such Person
at and as of the dates thereof and the results of its operations for the
periods covered thereby, and (b) in the event that the certifying party is
an officer of Tenant and the certificate is being given in such capacity, that
no Event of Default has occurred and is continuing hereunder.

 

1.39  “Fiscal
Year”  shall mean the
calendar year or such other annual period designated by Tenant and approved by
Landlord.

 

1.40  “Fixed
Term”  shall have the meaning given such term in Section 2.3.

 

1.41  “Fixtures”  shall have the meaning given such
term in Section 2.1(d).

 

1.42  “Fuel
Sales Cap”  shall mean,
for the 2012 Lease Year, three tenths of one percent (0.3%) of the aggregate
Base Fuel Gross Revenues for the Leased Property; and, for each Lease Year
thereafter, (x) the Additional Rent on account of Excess Fuel Gross
Revenues for the prior Lease Year multiplied by (y) the greater of one, or
a fraction, the numerator of which is the Index for January of the then
current Lease Year and the denominator of which is the Index for January of
the preceding Lease Year.

 

1.43  “GAAP”  shall mean generally accepted
accounting principles consistently applied.

 

1.44  “Government
Agencies”  shall mean any
court, agency, authority, board (including, without limitation, environmental
protection, planning and zoning), bureau, commission, department, office or
instrumentality of any nature whatsoever of any governmental or
quasi-governmental unit of the United States or any State or any county or any
political subdivision of any of the foregoing, whether now or hereafter in
existence, having jurisdiction over Tenant or any Property, or any portion
thereof, or any Travel Center operated thereon.

 

1.45  “Gross
Fuel Revenues”  shall
mean, with respect to any Property, for each Fiscal Year during the Term, all
revenues and receipts (determined on an accrual basis and in all material
respects in accordance with GAAP) of every kind derived from the provision,
sale or trade of motor fuel and gasoline at such Property; provided, however,
that Gross Fuel Revenues shall not include the following:  allowances according to GAAP for

 

7

 

uncollectible accounts,
including credit card accounts and other administrative discounts; federal,
state or municipal excise, sales, use, occupancy or similar taxes included as
part of the sales price of any goods or services; insurance proceeds (other
than proceeds from business interruption or other loss of income insurance);
and any amounts included in Gross Non-Fuel Revenues.

 

1.46  “Gross
Non-Fuel Revenues”  shall
mean, with respect to any Property, for each Fiscal Year during the Term, all
revenues and receipts (determined on an accrual basis and in all material
respects in accordance with GAAP) of every kind derived from renting, using
and/or operating such Property and parts thereof, including, but not limited
to:  all rents and revenues received or
receivable for the use of or otherwise by reason of all goods sold, services
performed, space or facilities subleased on such Property, or any portion
thereof, including, without limitation, any other arrangements with third
parties relating to the possession or use of any portion of such Property; and
proceeds, if any, from business interruption or other loss of income insurance;
provided, however, that Gross Non-Fuel Revenues shall not include
the following:  allowances according to
GAAP for uncollectible accounts, including credit card accounts and other
administrative discounts; federal, state or municipal excise, sales, use,
occupancy or similar taxes included as part of the sales price of any goods or
services; insurance proceeds (other than proceeds from business interruption or
other loss of income insurance); Award proceeds (other than for a temporary
Condemnation); any proceeds from any sale of such Property or from the
refinancing of any debt encumbering such Property; proceeds from the
disposition of furnishings, fixture and equipment no longer necessary for the
operation of the Travel Center located thereon; any security deposits and other
advance deposits, until and unless the same are forfeited to Tenant or applied
for the purpose for which they were collected; interest income from any bank
account or investment of Tenant; and any amounts included in Gross Fuel
Revenues; and further provided that Gross Non-Fuel Revenues shall not include any
amount based on the income or profits of any Person if as a consequence thereof
the Rent or other amounts payable by Tenant hereunder would fail to qualify, in
whole or in part, as “rents from real property” within the meaning of Section 856(d) of
the Code.

 

1.47  “Ground Leases”  shall mean,
collectively, any and all ground leases in effect with respect to any portion
of the Leased Property.

 

8

 

1.48  “Guarantor”  shall mean
TA and each and every other guarantor of Tenant’s obligations under this
Agreement, and each such guarantor’s successors and assigns, jointly and
severally.

 

1.49  “Guaranty”  shall mean any guaranty agreement executed by
a Guarantor in favor of Landlord pursuant to which the payment or performance
of Tenant’s obligations under this Agreement are guaranteed, together with all
modifications, amendments and supplements thereto.

 

1.50  “Hazardous Substances”  shall mean
any substance:

 

(a)           the presence of which requires or may hereafter require
notification, investigation or remediation under any Applicable Law; or

 

(b)           which is or becomes defined as a “hazardous waste”, “hazardous
material” or “hazardous substance” or “pollutant” or “contaminant” under any
Applicable Law including, without limitation, the Comprehensive Environmental
Response, Compensation and Liability Act (42 U.S.C. Section 9601 et
seq.) and the Resource Conservation and Recovery Act (42 U.S.C. Section 6901
et  seq.) and the regulations promulgated thereunder; or

 

(c)           which is toxic, explosive, corrosive, flammable,
infectious, radioactive, carcinogenic, mutagenic or otherwise hazardous and is
or becomes regulated by any Governmental Agencies; or

 

(d)           the presence of which on any Property, or any portion
thereof, causes or materially threatens to cause an unlawful nuisance upon such
Property, or any portion thereof, or to adjacent properties or poses or
materially threatens to pose a hazard to such Property, or any portion thereof,
or to the health or safety of persons; or

 

(e)           without limitation, which contains gasoline, diesel fuel
or other petroleum hydrocarbons or volatile organic compounds; or

 

(f)            without limitation, which contains polychlorinated
biphenyls (PCBs) or asbestos or urea formaldehyde foam insulation; or

 

(g)           without limitation, which contains or emits radioactive
particles, waves or material.

 

9

 

1.51  “Immediate
Family”  shall mean, with
respect to any individual, such individual’s spouse, parents, brothers,
sisters, children (natural or adopted), stepchildren, grandchildren,
grandparents, parents-in-law, brothers-in-law, sisters-in-law, nephews and
nieces.

 

1.52  “Impositions”  shall mean, collectively, all
taxes (including, without limitation, all taxes imposed under the laws of any
State, as such laws may be amended from time to time, and all ad valorem, sales
and use, occupancy, or similar taxes as the same relate to or are imposed upon
Landlord, Tenant or the business conducted upon the Leased Property),
assessments (including, without limitation, all assessments for public
improvements or benefit, whether or not commenced or completed prior to the
date hereof), water, sewer or other rents and charges, excises, tax levies,
fees (including, without limitation, license, permit, inspection, authorization
and similar fees), and all other governmental charges, in each case whether
general or special, ordinary or extraordinary, foreseen or unforeseen, of every
character in respect of the Leased Property or the business conducted upon the
Leased Property by Tenant (including all interest and penalties thereon due to
any failure in payment by Tenant), which at any time prior to, during or in
respect of the Term hereof may be assessed or imposed on or in respect of or be
a lien upon (a) Landlord’s interest in the Leased Property, (b) the
Leased Property or any part thereof or any rent therefrom or any estate, right,
title or interest therein, or (c) any occupancy, operation, use or
possession of, or sales from, or activity conducted on, or in connection with
the Leased Property or the leasing or use of the Leased Property or any part
thereof by Tenant; provided, however, that nothing contained
herein shall be construed to require Tenant to pay and the term “Impositions”
shall not include (i) any tax based on net income imposed on Landlord, (ii) any
net revenue tax of Landlord, (iii) any transfer fee (but excluding any
mortgage or similar tax payable in connection with a Property Mortgage) or
other tax imposed with respect to the sale, exchange or other disposition by
Landlord of the Leased Property or the proceeds thereof, (iv) any single
business, gross receipts tax, transaction privilege, rent or similar taxes as
the same relate to or are imposed upon Landlord, (v) any interest or
penalties imposed on Landlord as a result of the failure of Landlord to file
any return or report timely and in the form prescribed by law or to pay any tax
or imposition, except to the extent such failure is a result of a breach by
Tenant of its obligations pursuant to Section 3.1.3, (vi) any
impositions imposed on Landlord that are a result of

 

10

 

Landlord not being
considered a “United States person” as defined in Section 7701(a)(30) of
the Code, (vii) any impositions that are enacted or adopted by their
express terms as a substitute for any tax that would not have been payable by
Tenant pursuant to the terms of this Agreement or (viii) any impositions
imposed as a result of a breach of covenant or representation by Landlord in
any agreement governing Landlord’s conduct or operation or as a result of the
negligence or willful misconduct of Landlord.

 

1.53  “Indebtedness”  shall mean (without duplication), (i) all obligations for borrowed
money, (ii) the maximum amount available to be drawn under all surety
bonds, letters of credit and bankers’ acceptances issued or created for the
account of Tenant and, without duplication, all unreimbursed drafts drawn
thereunder, (iii) all obligations to pay the deferred purchase price of
property or services, excluding trade payables incurred in the ordinary course
of business, but including all indebtedness created or arising under any
conditional sale or other title retention agreement with respect to property
acquired by Tenant, (iv) all leases required, in accordance with GAAP, to
be recorded as capital leases on Tenant’s balance sheet, (v) the principal
balance outstanding and owing by Tenant under any synthetic lease, tax
retention operating lease or similar off-balance sheet financing product, and (vi) all
guaranties of or other liabilities with respect to the debt of another Person.

 

1.54  “Index”  shall mean the Consumer Price Index for Urban Wage
Earners and Clerical Workers, U.S., All Items, 1982-1984=100.  The Index is presently published by the
Bureau of Labor Statistics of the United States Department of Labor.  If publication of the Index ceases,
computations with respect to which the Index is to be applied shall be computed
on the basis of whatever index published by the United States Department of
Labor at that time is most nearly comparable. 
If the Index ceases to use 1982-84=100 as the basis of calculation, then
the Index shall be converted to the amount(s) that would have resulted had
the manner of calculating the Index in effect at the Commencement Date.

 

1.55  “Insurance
Requirements”  shall mean
all terms of any insurance policy required by this Agreement and all
requirements of the issuer of any such policy and all orders, rules and
regulations and any other requirements of the National Board of Fire
Underwriters (or any other body exercising similar

 

11

 

functions) binding upon
Landlord, Tenant, or the Leased Property.

 

1.56  “Interest
Rate”  shall mean eight
and one half percent (8.5%) per annum.

 

1.57  “Land”  shall have the meaning given such
term in Section 2.1(a).

 

1.58  “Landlord”  shall have the meaning given such
term in the preambles to this Agreement and shall also include their respective
permitted successors and assigns.

 

1.59  “Landlord
Default”  shall have the
meaning given such term in Article 14.

 

1.60  “Landlord
Liens”  shall mean liens
on or against the Leased Property or any payment of Rent (a) which result
from any act of, or any claim against, Landlord or any owner of a direct or
indirect interest in the Leased Property (other than the lessor under any
ground lease affecting any portion of the Leased Property), or which result
from any violation by Landlord of any terms of this Agreement, or (b) which
result from liens in favor of any taxing authority by reason of any tax owed by
Landlord or any fee owner of a direct or indirect interest in the Leased
Property (other than the lessor under any ground lease affecting any portion of
the Leased Property); provided, however, that “Landlord Lien”
shall not include any lien resulting from any tax for which Tenant is obligated
to pay or indemnify Landlord against until such time as Tenant shall have
already paid to or on behalf of Landlord the tax or the required indemnity with
respect to the same.

 

1.61  “Lease
Year”  shall mean any
Fiscal Year or portion thereof during the Term.

 

1.62  “Leased
Improvements”  shall have
the meaning given such term in Section 2.1(b).

 

1.63  “Leased
Intangible Property”  shall mean all transferable or assignable
agreements, service contracts, equipment leases and other arrangements or
agreements affecting the ownership of Leased Property; all books, records and
files relating to the leasing or ownership of the Leased Property, or any
portion thereof; all transferable or assignable permits, certificates of
occupancy, operating permits, sign permits, development rights and approvals,
certificates, licenses, warranties and guarantees, rights to deposits and
telephone

 

12

 

exchange numbers identified with the ownership of
the Leased Property; and all other transferable intangible property,
miscellaneous rights, benefits and privileges of any kind or character with
respect to the ownership of the Leased Property.

 

1.64  “Leased
Property”  shall have the meaning given such term in Section 2.1.

 

1.65  “Legal
Requirements”  shall mean
all federal, state, county, municipal and other governmental statutes, laws,
rules, orders, regulations, ordinances, judgments, decrees and injunctions
affecting the Leased Property or the maintenance, construction, alteration or
operation thereof, whether now or hereafter enacted or in existence, including,
without limitation, (a) all permits, licenses, authorizations and
regulations necessary to operate any Property for its Permitted Use, and (b) all
covenants, agreements, restrictions and encumbrances contained in any
instruments at any time in force affecting any Property, including those which
may (i) require material repairs, modifications or alterations in or to
any Property or (ii) in any way materially and adversely affect the use
and enjoyment thereof, but excluding any requirements arising as a result of
Landlord’s status as a real estate investment trust.

 

1.66  “Lien”  shall mean any mortgage, security
interest, pledge, collateral assignment, or other encumbrance, lien or charge
of any kind, or any transfer of property or assets for the purpose of
subjecting the same to the payment of Indebtedness or performance of any other
obligation in priority to payment of general creditors.

 

1.67  “Minimum
Rent”  shall mean
Sixty-Two Million Two Hundred Twenty-Five Thousand and 00/100 Dollars
($62,225,000.00) per annum; subject, in each case, to adjustment as provided in
Section 3.1.1(b).

 

1.68  “Notice”  shall mean a notice given in
accordance with Section 23.10.

 

1.69  “Officer’s
Certificate”  shall mean a
certificate signed by an officer or other duly authorized individual of the
certifying Entity duly authorized by the board of directors or other governing
body of the certifying Entity.

 

1.70  “Overdue
Rate”  shall mean, on any
date, a per annum rate of interest equal to the lesser of the Disbursement Rate

 

13

 

plus four percent (4%)
and the maximum rate then permitted under applicable law.

 

1.71  “Parent”  shall mean, with respect to any
Person, any Person which owns directly, or indirectly through one or more
Subsidiaries or Affiliated Persons, twenty percent (20%) or more of the voting
or beneficial interest in, or otherwise has the right or power (whether by
contract, through ownership of securities or otherwise) to control, such Person.

 

1.72  “Permitted
Encumbrances”  shall mean,
with respect to any Property, all rights, restrictions, and easements of record
set forth on Schedule B to the applicable owner’s or leasehold title insurance
policy issued to Landlord with respect to such Property, plus any other
encumbrances as may have been granted or caused by Landlord or otherwise
consented to in writing by Landlord from time to time.

 

1.73  “Permitted
Liens”  shall mean any
Liens granted in accordance with Section 21.8(a).

 

1.74  “Permitted
Use”  shall mean, with
respect to any Property, any use of such Property permitted pursuant to Section 4.1.1.

 

1.75  “Person”  shall mean any individual or
Entity, and the heirs, executors, administrators, legal representatives,
successors and assigns of such Person where the context so admits.

 

1.76  “Property”  shall have the meaning given such
term in Section 2.1.

 

1.77  “Property
Mortgage”  shall mean any
Encumbrance placed upon the Leased Property, or any portion thereof, in
accordance with Article 20.

 

1.78  “Property
Mortgagee”  shall mean the
holder of any Property Mortgage.

 

1.79  “Rent”  shall mean, collectively, the
Minimum Rent, Additional Rent and Additional Charges.

 

1.80  “SARA”  shall
mean the Superfund Amendments and Reauthorization Act of 1986, as the same has
been and may be amended, restated, modified or supplemented from time to time.

 

14

 

1.81  “SEC”  shall mean the Securities and
Exchange Commission.

 

1.82  “State”  shall mean, with respect to any
Property, the state, commonwealth or district in which such Property is
located.

 

1.83  “Subordinated
Creditor”  shall mean any
creditor of Tenant which is a party to a Subordination Agreement in favor of
Landlord.

 

1.84  “Subordination
Agreement”  shall mean any
agreement (and any amendments thereto) executed by a Subordinated Creditor
pursuant to which the payment and performance of Tenant’s obligations to such
Subordinated Creditor are subordinated to the payment and performance of Tenant’s
obligations to Landlord under this Agreement.

 

1.85  “Subsidiary”  shall mean, with respect to any
Person, any Entity (a) in which such Person owns directly, or indirectly
through one or more Subsidiaries, twenty percent (20%) or more of the voting or
beneficial interest or (b) which such Person otherwise has the right or
power to control (whether by contract, through ownership of securities or
otherwise).

 

1.86  “Successor
Landlord”  shall have the
meaning given such term in Section 20.2.

 

1.87  “Superior Landlord”  shall have the meaning given such
term in Section 20.2.

 

1.88  “Superior
Lease”  shall have the
meaning given such term in Section 20.2.

 

1.89  “Superior Mortgage”  shall have the meaning given such
term in Section 20.2.

 

1.90  “Superior Mortgagee”  shall have the meaning given such
term in Section 20.2.

 

1.91  “TA”  shall mean TravelCenters of America LLC, a
Delaware limited liability company, and its permitted successors and assigns.

 

1.92  “Tenant” 
shall have the meaning given such term in the preambles to
this Agreement and shall also include its permitted successors and assigns.

 

15

 

1.93  “Tenant’s Personal Property”  shall mean all motor vehicles and
consumable inventory and supplies, furniture, furnishings, movable walls and
partitions, equipment and machinery and all other tangible personal property of
Tenant located at the Leased Property or used in Tenant’s business at the
Leased Property and all modifications, replacements, alterations and additions
to such personal property installed at the expense of Tenant, other than any
items included within the definition of Fixtures.

 

1.94  “Term”  shall
mean, collectively, the Fixed Term and the Extended Terms, to the extent
properly exercised pursuant to the provisions of Section 2.4,
unless sooner terminated pursuant to the provisions of this Agreement.

 

1.95  “Travel Center” 
shall mean, with respect to any Property, collectively, the
hospitality, fuel and service facilities located at such Property, including,
hotel, food and beverage services facilities, fuel pumps, facilities for the
storage and distribution of petroleum products, retail shops and other
facilities and services being operated or proposed to be operated on such
Property.

 

1.96  “Unsuitable for Its Permitted Use”  shall mean, with respect to any
Travel Center, a state or condition such that following any damage, destruction
or Condemnation, such Travel Center cannot be operated on a commercially
practicable basis for its Permitted Use and it cannot reasonably be expected to
be restored to substantially the same condition as existed immediately before
such damage, destruction or Condemnation, and as otherwise required by this
Agreement, within twenty-four (24) months following such damage, destruction or
Condemnation or such longer period of time as to which business interruption
insurance or Award proceeds is available to cover Rent and other costs related
to the applicable Property following such damage, destruction or Condemnation.

 

1.97  “Work”  shall
have the meaning given such term in Section 10.2.4.

 

ARTICLE 2

 

LEASED
PROPERTY AND TERM

 

2.1  Leased
Property.  Upon and
subject to the terms and conditions hereinafter set forth, Landlord leases to
Tenant and Tenant leases from Landlord all of Landlord’s right, title and

 

16

 

interest in and to all of
the following (each of items (a) through (f) below which, as of the
Commencement Date, relates to any single Travel Center, a “Property”
and, collectively, the “Leased Property”:

 

(a)           those certain tracts, pieces and parcels of land, as more
particularly described in Exhibits A-1 through A-40, attached hereto and
made a part hereof (the “Land”);

 

(b)           all buildings, structures and other improvements of every
kind including, but not limited to, underground storage tanks, alleyways and
connecting tunnels, sidewalks, utility pipes, conduits and lines (on-site and
off-site), parking areas and roadways appurtenant to such buildings and
structures presently situated upon the Land (collectively, the “Leased
Improvements”);

 

(c)           all easements, rights and appurtenances relating to the Land
and the Leased Improvements;

 

(d)           all equipment, machinery and fixtures integral to the
operation of the Leased Improvements, and other items of property now or
hereafter permanently affixed or integral to or incorporated into the Leased
Improvements, including, without limitation, all retail fuel pumps and piping
connecting fuel storage tanks to such pumps, furnaces, boilers, heaters,
electrical equipment, heating, plumbing, lighting, ventilating, refrigerating,
incineration, air and water pollution control, waste disposal, air-cooling and
air-conditioning systems and apparatus, sprinkler systems and fire and theft
protection equipment, all of which, to the maximum extent permitted by law, are
hereby deemed by the parties hereto to constitute real estate, together with
all replacements, modifications, alterations and additions thereto, but
specifically excluding all items included within the category of Tenant’s
Personal Property (collectively, the “Fixtures”);

 

(e)           all of the Leased Intangible Property; and

 

(f)            any and all leases of space in the Leased Improvements.

 

2.2  Condition
of Leased Property.  Tenant acknowledges receipt and delivery of
possession of the Leased Property and Tenant accepts the Leased Property in its
“as is” condition, subject to the rights of parties in possession, the existing
state of title, including all covenants, conditions, restrictions,
reservations, mineral leases, easements and other

 

17

 

matters of record or that
are visible or apparent on the Leased 
Property, all applicable Legal Requirements, the lien of any financing
instruments, mortgages and deeds of trust existing prior to the Commencement
Date or permitted by the terms of this Agreement, and such other matters which would
be disclosed by an inspection of the Leased Property and the record title
thereto or by an accurate survey thereof. 
TENANT REPRESENTS THAT IT HAS INSPECTED THE LEASED PROPERTY AND ALL OF
THE FOREGOING AND HAS FOUND THE CONDITION THEREOF SATISFACTORY AND IS NOT
RELYING ON ANY REPRESENTATION OR WARRANTY OF LANDLORD OR LANDLORD’S AGENTS OR
EMPLOYEES WITH RESPECT THERETO AND TENANT WAIVES ANY CLAIM OR ACTION AGAINST
LANDLORD IN RESPECT OF THE CONDITION OF THE LEASED PROPERTY.  LANDLORD MAKES NO WARRANTY OR REPRESENTATION,
EXPRESS OR IMPLIED, IN RESPECT OF THE LEASED PROPERTY OR ANY PART THEREOF,
EITHER AS TO ITS FITNESS FOR USE, DESIGN OR CONDITION FOR ANY PARTICULAR USE OR
PURPOSE OR OTHERWISE, AS TO THE QUALITY OF THE MATERIAL OR WORKMANSHIP THEREIN,
LATENT OR PATENT, IT BEING AGREED THAT ALL SUCH RISKS ARE TO BE BORNE BY
TENANT.  To the maximum extent permitted
by law, however, Landlord hereby assigns to Tenant all of Landlord’s rights to
proceed against any predecessor in interest or insurer for breaches of
warranties or representations or for latent defects in the Leased
Property.  Landlord shall fully cooperate
with Tenant in the prosecution of any such claims, in Landlord’s or Tenant’s
name, all at Tenant’s sole cost and expense. 
Tenant shall indemnify, defend, and hold harmless Landlord from and
against any loss, cost, damage or liability (including reasonable attorneys’
fees) incurred by Landlord in connection with such cooperation.

 

2.3  Fixed
Term.  The initial term of
this Agreement (the “Fixed Term”) shall commence on the Commencement
Date and shall expire on June 30, 2024.

 

2.4  Extended
Terms.  Provided that no Event of Default shall have
occurred and be continuing, Tenant shall have the right to extend the Term for
two (2) consecutive renewal terms of fifteen (15) years each (each, an “Extended
Term,” and collectively, the “Extended Terms”) with respect to all,
but not less than all of the Properties.

 

Each
Extended Term shall commence on the day succeeding the expiration of the Fixed
Term or the preceding Extended Term, as the case may be.  All of the terms, covenants and provisions of
this Agreement shall apply to each such Extended Term, except that (x) the
Minimum Rent payable during such Extended Term shall be the greater of the
Prior Rent and the Fair Market Value

 

18

 

Rent
for the Leased Property (such Fair Market Value Rent to be determined by
agreement of the parties or, absent agreement, by an appraiser designated by
Landlord) (taking into account that the Base Year shall remain unchanged) and (y) Tenant
shall have no right to extend the Term beyond the expiration of the Extended
Terms.  For purposes of this Section 2.4,
“Prior Rent” shall mean an amount equal to the per annum Minimum Rent in
effect on the last day of the Fixed Term or Extended Term immediately preceding
such Extended Term.  If Tenant shall
elect to exercise either of the aforesaid options, it shall do so by giving
Landlord Notice thereof not later than one (1) year prior to the scheduled
expiration of the then current Term of this Agreement (Fixed or Extended, as
the case may be), it being understood and agreed that time shall be of the
essence with respect to the giving of such Notice.  Tenant may not exercise its option for more
than one such Extended Term at a time. 
If Tenant shall fail to give any such Notice timely, this Agreement
shall automatically terminate at the end of the Term then in effect and Tenant
shall have no further option to extend the Term of this Agreement.  If Tenant shall give such Notice, the
extension of this Agreement shall be automatically effected without the
execution of any additional documents; it being understood and agreed, however,
that Tenant and Landlord shall execute such documents and agreements as either
party shall reasonably require to evidence the same.

 

ARTICLE 3

 

RENT

 

3.1  Rent.
 Tenant shall pay, in lawful money of
the United States of America which shall be legal tender for the payment of
public and private debts, without offset, abatement, demand or deduction
(unless otherwise expressly provided in this Agreement), Minimum Rent and
Additional Rent to Landlord and Additional Charges to the party to whom such
Additional Charges are payable, during the Term.  All payments to Landlord shall be made by
wire transfer of immediately available federal funds or by other means
acceptable to Landlord in its sole discretion. 
Rent for any partial calendar month shall be prorated on a per diem
basis.

 

3.1.1  Minimum
Rent.

 

(a)           Payments.  Minimum Rent shall be paid in equal monthly
installments in arrears on the first Business Day

 

19

 

of each calendar month
during the Term for the preceding calendar month.

 

(b)           Adjustments
of Minimum Rent Following Disbursements Under Sections 5.1.2(b), 10.2.3 and
11.2.  Effective on the
date of each disbursement to pay for the cost of any repairs, maintenance,
renovations, improvements or replacements pursuant to Sections 5.1.2(b),
10.2.3 or 11.2, the annual Minimum Rent shall be increased by a per  annum
amount equal to the Disbursement Rate times the amount so disbursed.

 

3.1.2  Additional
Rent.

 

(a)           Amount.
 Tenant shall pay additional rent (“Additional
Rent”) with respect to each Lease Year during the Term subsequent to the
Base Year, with respect to each Property, in an amount equal to the sum of (x) three-tenths
of one percent (0.3%) of Excess Fuel Gross Revenues at such Property and (y) three
percent (3%) of Excess Non-Fuel Gross Revenues at such Property; provided,
however, that in no Lease Year shall Tenant be obligated to pay an
aggregate amount on account of Excess Fuel Gross Revenues at the Leased
Property in excess of the Fuel Sales Cap.

 

(b)           Quarterly
Installments.  Installments of Additional Rent for each Lease
Year during the Term, or portion thereof, shall be calculated and paid
quarterly in arrears, on the first Business Day of the subsequent quarter,
together with an Officer’s Certificate setting forth the calculation of
Additional Rent due and payable for such quarter.

 

(c)           Reconciliation
of Additional Rent.  In
addition, within seventy-five (75) days after the end of the Base Year and each
Lease Year thereafter (or any portion thereof occurring during the Term),
Tenant shall deliver, or cause to be delivered, to Landlord (i) a
financial report setting forth the Gross Fuel Revenues and Gross Non-Fuel
Revenues for each Property for such preceding Lease Year, or portion thereof,
together with an Officer’s Certificate from Tenant’s chief financial or accounting
officer certifying that such report is true and correct, (ii) if requested
and reasonably required by Landlord, an audit of Gross Fuel Revenues and Gross
Non-Fuel Revenues prepared by a firm of independent certified public
accountants proposed by Tenant and approved by Landlord (which approval shall
not be

 

20

 

unreasonably withheld,
delayed or conditioned), and (iii) a statement showing Tenant’s
calculation of Additional Rent due for such preceding Lease Year based on the
Gross Fuel Revenues and Gross Non-Fuel Revenues set forth in such financial
report, together with an Officer’s Certificate from Tenant’s chief financial or
accounting officer certifying that such statement is true and correct.

 

If the annual Additional Rent for such preceding Lease Year as set
forth in Tenant’s statement thereof exceeds the amount previously paid with
respect thereto by Tenant, Tenant shall pay such excess to Landlord at such
time as the statement is delivered, together with interest at the Interest
Rate, which interest shall accrue from the close of such preceding Lease Year
until the date that such statement is required to be delivered and, thereafter,
such interest shall accrue at the Overdue Rate, until the amount of such
difference shall be paid or otherwise discharged.  If the annual Additional Rent for such
preceding Lease Year as shown in such statement is less than the amount
previously paid with respect thereto by Tenant, Landlord shall promptly refund
such amount to Tenant, provided no Event of Default has occurred and is
continuing.

 

(d)           Confirmation
of Additional Rent.  Tenant shall utilize, or cause to be utilized,
an accounting system for the Leased Property in accordance with its usual and
customary practices and in all material respects in accordance with GAAP, which
will accurately record all Gross Fuel Revenues and all Gross Non-Fuel Revenues
and Tenant shall retain, for at least three (3) years after the expiration
of each Lease Year, reasonably adequate records conforming to such accounting
system showing all Gross Fuel Revenues and Gross Non-Fuel Revenues for such
Lease Year.  Landlord, at its own
expense, shall have the right, exercisable by Notice to Tenant, by its
accountants or representatives, to audit the information set forth in the
Officer’s Certificate referred to in subparagraph (c) above and, in
connection with any such audit, to examine Tenant’s books and records with
respect thereto (including supporting data and sales and excise tax returns).  Landlord shall begin such audit as soon as
reasonably possible following its receipt of the applicable Officer’s
Certificate and shall complete such audit as soon as reasonably possible
thereafter.  All such audits shall be
performed at the location where such books and records are customarily kept and
in such a manner so as to minimize any

 

21

 

interference with Tenant’s
business operations.  If any such audit
discloses a deficiency in the payment of Additional Rent and, either Tenant
agrees with the result of such audit or the matter is otherwise determined,
Tenant shall forthwith pay to Landlord the amount of the deficiency, as finally
agreed or determined, together with interest at the Interest Rate, from the
date such payment should have been made to the date of payment thereof.  If any such audit discloses that Tenant paid
more Additional Rent for any Lease Year than was due hereunder, and either
Landlord agrees with the result of such audit or the matter is otherwise
determined, Landlord shall, at Landlord’s option, either grant Tenant a credit
or pay to Tenant an amount equal to the amount of such overpayment against
Additional Rent next coming due in the amount of such difference, as finally
agreed or determined, together with interest at the Interest Rate, which
interest shall accrue from the time of payment by Tenant until the date such
credit is applied or paid, as the case may be; provided, however,
that, upon the expiration or sooner termination of the Term, Landlord shall pay
the unapplied balance of such credit to Tenant, together with interest at the
Interest Rate, which interest shall accrue from the date of payment by Tenant
until the date of payment from Landlord. 
Any dispute concerning the correctness of an audit shall be settled by
arbitration pursuant to the provisions of Article 22.

 

Any proprietary information obtained by Landlord with respect to Tenant
pursuant to the provisions of this Agreement shall be treated as confidential,
except that such information may be disclosed or used, subject to appropriate
confidentiality safeguards, pursuant to court order or in any litigation
between the parties and except further that Landlord may disclose such
information to its prospective lenders, provided that Landlord shall direct
such lenders to maintain such information as confidential.  The obligations of Tenant and Landlord
contained in this Section 3.1.2 shall survive the expiration or
earlier termination of this Agreement.

 

3.1.3  Additional
Charges.  In addition to
the Minimum Rent and Additional Rent payable hereunder, Tenant shall pay (or
cause to be paid) to the appropriate parties and discharge (or cause to be
discharged) as and when due and payable the following (collectively, “Additional
Charges”):

 

22

 

(a)           Impositions.
 Subject to Article 8
relating to permitted contests, Tenant shall pay, or cause to be paid, all
Impositions before any fine, penalty, interest or cost (other than any
opportunity cost as a result of a failure to take advantage of any discount for
early payment) may be added for non-payment, such payments to be made directly
to the taxing authorities where feasible, and shall promptly, upon request,
furnish to Landlord copies of official receipts or other reasonably
satisfactory proof evidencing such payments. 
If any such Imposition may, at the option of the taxpayer, lawfully be
paid in installments (whether or not interest shall accrue on the unpaid
balance of such Imposition), Tenant may exercise the option to pay the same
(and any accrued interest on the unpaid balance of such Imposition) in
installments and, in such event, shall pay, or cause to pay, such installments
during the Term as the same become due and before any fine, penalty, premium,
further interest or cost may be added thereto. 
Landlord, at its expense, shall, to the extent required or permitted by
Applicable Law, prepare and file, or cause to be prepared and filed, all tax
returns and pay all taxes due in respect of Landlord’s net income, gross
receipts, sales and use, single business, transaction privilege, rent, ad
valorem, franchise taxes and taxes on its capital stock or other equity
interests, and Tenant, at its expense, shall, to the extent required or
permitted by Applicable Laws and regulations, prepare and file all other tax
returns and reports in respect of any Imposition as may be required by
Government Agencies.  If any refund shall
be due from any taxing authority in respect of any Imposition paid by or on
behalf of Tenant, the same shall be paid over to or retained by Tenant.  Landlord and Tenant shall, upon request of
the other, provide such data as is maintained by the party to whom the request
is made with respect to the Leased Property as may be necessary to prepare any
required returns and reports.  In the
event Government Agencies classify any property covered by this Agreement as
personal property, Tenant shall file, or cause to be filed, all personal
property tax returns in such jurisdictions where it may legally so file.  Each party shall, to the extent it possesses
the same, provide the other, upon request, with cost and depreciation records
necessary for filing returns for any property so classified as personal
property.  Where Landlord is legally
required to file personal property tax returns for property covered by this
Agreement, Landlord shall provide Tenant with copies of assessment notices in
sufficient time for Tenant to file a protest. 
All

 

23

 

Impositions assessed
against such personal property shall be (irrespective of whether Landlord or
Tenant shall file the relevant return) paid by Tenant not later than the last
date on which the same may be made without interest or penalty, subject to the
provisions of Article 8.

 

Landlord shall give prompt Notice to Tenant of all Impositions payable
by Tenant hereunder of which Landlord at any time has knowledge; provided,
however, that Landlord’s failure to give any such notice shall in no way
diminish Tenant’s obligation hereunder to pay such Impositions.

 

(b)           Utility
Charges.  Tenant shall pay
or cause to be paid all charges for electricity, power, gas, oil, water and
other utilities used in connection with the Leased Property.

 

(c)           Insurance
Premiums.  Tenant shall
pay or cause to be paid all premiums for the insurance coverage required to be
maintained pursuant to Article 9.

 

(d)           Other
Charges.  Tenant shall pay
or cause to be paid all other amounts, liabilities and obligations, including,
without limitation, all amounts payable under any equipment leases and all
agreements to indemnify Landlord under Section 9.5.

 

(e)           Reimbursement
for Additional Charges.  If Tenant pays or causes to be paid property
taxes or similar or other Additional Charges attributable to periods after the
end of the Term, whether upon expiration or sooner termination of this
Agreement, Tenant may, within a reasonable time after the end of the Term,
provide Notice to Landlord of its estimate of such amounts.  Landlord shall promptly reimburse Tenant for
all payments of such taxes and other similar Additional Charges that are
attributable to any period after the Term of this Agreement.

 

3.2  Late
Payment of Rent, Etc. 
If any installment of Minimum Rent, Additional Rent or Additional
Charges (but only as to those Additional Charges which are payable directly to
Landlord) shall not be paid by the due date, Tenant shall pay Landlord, on
demand, as Additional Charges, a late charge (to the extent permitted by law)
computed at the Overdue Rate on the amount of such installment, from the due
date of such

 

24

 

installment to the date
of payment thereof. To the extent that Tenant pays any Additional Charges
directly to Landlord or any Property Mortgagee pursuant to any requirement of
this Agreement, Tenant shall be relieved of its obligation to pay such
Additional Charges to the Entity to which they would otherwise be due.  If any payments due from Landlord to Tenant
shall not be paid within ten (10) days after its due date, Landlord shall
pay to Tenant, on demand, a late charge (to the extent permitted by law)
computed at the Overdue Rate on the amount of such installment from the due
date of such installment to the date of payment thereof.

 

In
the event of any failure by Tenant to pay any Additional Charges when due,
Tenant shall promptly pay and discharge, as Additional Charges, every fine,
penalty, interest and cost which is added for non-payment or late payment of
such items.  Landlord shall have all legal,
equitable and contractual rights, powers and remedies provided either in this
Agreement or by statute or otherwise in the case of non-payment of the
Additional Charges as in the case of non-payment of the Minimum Rent and
Additional Rent.

 

3.3  Net
Lease, Etc.   The Rent
shall be absolutely net to Landlord so that this Agreement shall yield to
Landlord the full amount of the installments or amounts of the Rent throughout
the Term, subject to any other provisions of this Agreement which expressly
provide otherwise, including those provisions for adjustment or abatement of
such Rent.  Landlord and Tenant
acknowledge and agree that none of the Rent provided for under this Agreement
is allocable to any personal property included in the Leased Property.

 

3.4  No
Termination, Abatement, Etc.   Except as otherwise specifically provided in
this Agreement, each of Landlord and Tenant, to the maximum extent permitted by
law, shall remain bound by this Agreement in accordance with its terms and
shall not take any action without the consent of the other to modify, surrender
or terminate this Agreement.  In
addition, except as otherwise expressly provided in this Agreement, Tenant
shall not seek, or be entitled to, any abatement, deduction, deferment or
reduction of the Rent, or set-off against the Rent, nor shall the respective
obligations of Landlord and Tenant be otherwise affected by reason of (a) any
damage to or destruction of the Leased Property, or any portion thereof, from
whatever cause or any Condemnation; (b) the lawful or unlawful prohibition
of, or restriction upon, Tenant’s use of the Leased Property, or any portion
thereof, or the interference with such use by any Person

 

25

 

or by reason of eviction
by paramount title; (c) any claim which Tenant may have against Landlord
by reason of any default (other than a monetary default) or breach of any
warranty by Landlord under this Agreement or any other agreement between
Landlord and Tenant, or to which Landlord and Tenant are parties; (d) any
bankruptcy, insolvency, reorganization, composition, readjustment, liquidation,
dissolution, winding up or other proceedings affecting Landlord or any assignee
or transferee of Landlord; or (e) for any other cause whether similar or
dissimilar to any of the foregoing (other than a monetary default by
Landlord).  Except as otherwise
specifically provided in this Agreement, Tenant hereby waives all rights
arising from any occurrence whatsoever, which may now or hereafter be conferred
upon it by law (a) to modify, surrender or terminate this Agreement or
quit or surrender the Leased Property, or any portion thereof, or (b) which
would entitle Tenant to any abatement, reduction, suspension or deferment of
the Rent or other sums payable or other obligations to be performed by Tenant
hereunder.  The obligations of Tenant
hereunder shall be separate and independent covenants and agreements, and the
Rent and all other sums payable by Tenant hereunder shall continue to be
payable in all events unless the obligations to pay the same shall be
terminated pursuant to the express provisions of this Agreement.

 

ARTICLE 4

 

USE OF
THE LEASED PROPERTY

 

4.1  Permitted
Use.

 

4.1.1  Permitted
Use.

 

(a)           Tenant shall, at all times during the
Term, and at any other time that Tenant shall be in possession of any Property,
continuously use and operate, or cause to be used and operated, such Property
as a Travel Center, as currently operated, and any uses incidental
thereto.  Tenant shall operate the Travel
Centers under the names Travel Centers of America, Goasis or Petro, or such
other name as TA shall use for the travel center locations operated by it and
its Affiliated Persons.  Tenant shall not
use (and shall not permit any Person to use) any Property, or any portion
thereof, for any other use without the prior written consent of Landlord, which
approval shall not be unreasonably withheld, delayed or conditioned.  No use shall be made or permitted to be made
of any Property

 

26

 

and no acts shall be done
thereon which will cause the cancellation of any insurance policy covering such
Property or any part thereof (unless another adequate policy is available) or
which would constitute a default under any ground lease affecting such
Property, nor shall Tenant sell or otherwise provide, or permit to be kept,
used or sold in or about any Property any article which may be prohibited by
law or by the standard form of fire insurance policies, or any other insurance
policies required to be carried hereunder, or fire underwriter’s
regulations.  Tenant shall, at its sole
cost (except as expressly provided in Section 5.1.2(b)), comply or
cause to be complied with all Insurance Requirements.  Tenant shall not take or omit to take, or
permit to be taken or omitted to be taken, any action, the taking or omission
of which materially impairs the value or the usefulness of any Property or any
part thereof for its Permitted Use.

 

(b)           In the event that, in the reasonable
determination of Tenant, it shall no longer be economically practical to
operate any Property as currently operated,  Tenant
shall give Landlord Notice thereof, which Notice shall set forth in reasonable
detail the reasons therefor.  Thereafter,
Landlord and Tenant shall negotiate in good faith to agree on an alternative
use for such Property, appropriate adjustments to the Additional Rent and other
related matters; provided, however, in no event shall the Minimum
Rent be reduced or abated as a result thereof. 
If Landlord and Tenant fail to agree on an alternative use for such
Property within sixty (60) days after commencing negotiations as aforesaid,
Tenant may market such Property for sale to a third party.  If Tenant receives a bona fide offer (an “Offer”)
to purchase such Property from a Person having the financial capacity to
implement the terms of such Offer, Tenant shall give Landlord Notice thereof,
which Notice shall include a copy of the Offer executed by such third
party.  In the event that Landlord shall
fail to accept or reject such Offer within thirty (30) days after receipt of
such Notice, such Offer shall be deemed to be rejected by Landlord.  If Landlord shall sell the Property pursuant
to such Offer, then, effective as of the date of such sale, this

 

27

 

Agreement shall terminate
with respect to such Property, and the Minimum Rent shall be reduced by an
amount equal to eight and one half percent (8.5%) of the net proceeds of sale
received by Landlord.  If Landlord shall
reject (or be deemed to have rejected) such Offer, then, effective as of the
proposed date of such sale, this Agreement shall terminate with respect to such
Property, and the Minimum Rent shall be reduced by an amount equal to eight and
one half percent (8.5%) of the projected net proceeds determined by reference
to such Offer (and, at Landlord’s request, Tenant shall cause TA (or its
Affiliated Persons) to enter into a franchise agreement on market terms with
Landlord or Landlord’s designee providing for the operation of such Property by
Landlord or such designee as a Travel Center under the TA brand at the
Property).  Notwithstanding the
foregoing, Tenant shall not have the right to invoke the provisions of this Section 4.1.1(b) with
respect to more than five(5) Properties during the Term.

 

4.1.2  Necessary
Approvals.  Tenant shall
proceed with all due diligence and exercise reasonable efforts to obtain and
maintain, or cause to be obtained and maintained, all approvals necessary to
use and operate, for its Permitted Use, each Property and the Travel Center
located thereon under applicable law.

 

4.1.3  Lawful
Use, Etc.   Tenant
shall not, and shall not permit any Person to, use or suffer or permit the use
of any Property or Tenant’s Personal Property, if any, for any unlawful
purpose.  Tenant shall not, and shall not
permit any Person to, commit or suffer to be committed any waste on any
Property, or in any Travel Center, nor shall Tenant cause or permit any
unlawful nuisance thereon or therein. 
Tenant shall not, and shall not permit any Person to, suffer nor permit
any Property, or any portion thereof, to be used in such a manner as (i) may
materially and adversely impair Landlord’s title thereto or to any portion
thereof, or (ii) may reasonably allow a claim or claims for adverse usage
or adverse possession by the public, as such, or of implied dedication of such
Property, or any portion thereof.

 

4.2  Compliance
with Legal/Insurance Requirements, Etc.   Subject to the provisions of Section 5.1.2(b) and
Article 8, Tenant, at its sole expense, shall (i) comply with
(or cause to be complied with) all material Legal Requirements and Insurance
Requirements in respect of the use, operation, maintenance, repair, alteration
and restoration of any Property and with the terms and conditions of any ground
lease affecting any Property, and (ii) procure, maintain and comply with
(or cause to be procured, maintained and complied with) all material licenses,
permits and other authorizations and agreements required for any use of any
Property and Tenant’s Personal Property, if any, then

 

28

 

being made, and for the
proper erection, installation, operation and maintenance of the Leased Property
or any part thereof.

 

4.3  Environmental
Matters.

 

4.3.1  Restriction
on Use, Etc.   During
the Term and any other time that Tenant shall be in possession of any Property,
Tenant shall not, and shall not permit any Person to, store on, release or
spill upon, dispose of or transfer to or from such Property any Hazardous Substance,
except in compliance with all Applicable Laws. 
During the Term and any other time that Tenant shall be in possession of
any Property, Tenant shall maintain (or shall cause to be maintained) such
Property at all times free of any Hazardous Substance (except in compliance
with all Applicable Laws).  Tenant shall
promptly: (a) upon receipt of notice or knowledge, notify Landlord in
writing of any material change in the nature or extent of Hazardous Substances
at any Property, (b) transmit to Landlord a copy of any report which is
required to be filed by Tenant with respect to any Property pursuant to SARA
Title III or any other Applicable Law, (c) transmit to Landlord copies of
any citations, orders, notices or other governmental communications received by
Tenant or its agents or representatives with respect to Hazardous Substances or
violations or alleged violations of Applicable Law (each an “Environmental
Notice”), which Environmental Notice requires a written response or any
action to be taken and/or if such Environmental Notice gives notice of and/or
presents a material risk of any material violation of any Applicable Law and/or
presents a material risk of any material cost, expense, loss or damage (an “Environmental
Obligation”), (d) observe and comply with (or cause to be observed and
complied with) all Applicable Laws relating to the use, storage, maintenance
and disposal of Hazardous Substances and all orders or directives from any
official, court or agency of competent jurisdiction relating to the use,
storage or maintenance, or requiring the removal, treatment, containment or
other disposition of Hazardous Substances, and (e) pay or otherwise
dispose (or cause to be paid or otherwise disposed) of any fine, charge or
Imposition related to Hazardous Substances or violations of Applicable Law for
which Tenant or any Person claiming by, through or under Tenant and/or Landlord
are legally liable, unless Tenant shall contest the same in good faith and by
appropriate proceedings and the right to use and the value of any of the Leased
Property is not materially and adversely affected thereby.

 

29

 

If,
at any time prior to the termination of this Agreement, Hazardous Substances
(other than those maintained in accordance with Applicable Laws) are discovered
on any Property, subject to Tenant’s right to contest the same in accordance
with Article 8, Tenant shall take (and shall cause to be taken) all
actions and incur any and all expenses, as are required by any Government
Agency and by Applicable Law, (i) to clean up and remove from and about
such Property all Hazardous Substances thereon, (ii) to contain and
prevent any further discharge, release or threat of discharge or release of
Hazardous Substances on or about such Property and (iii) to use good faith
efforts to eliminate any further discharge, release or threat of discharge or
release of Hazardous Substances on or about such Property.

 

4.3.2  Environmental
Report.  Tenant shall, at
its sole cost and expense, provide Landlord with an Environmental Report (as
hereinafter defined), prepared by an environmental consultant reasonably
acceptable to Landlord and dated within sixty (60) days of the expiration or
sooner termination of this Agreement concluding, subject to customary
limitations and standards, that Tenant shall have complied with all of its
obligations under Section 4.3 of this Agreement to date and that
the Leased Property does not contain any Hazardous Substances, other than in
compliance with Applicable Laws, and which, at Landlord’s request, Tenant shall
remove from the Leased Property on or before the expiration or sooner
termination hereof.  An “Environmental
Report” shall be a so-called “Phase I” report or such other level of
investigation which shall be the standard of diligence in the purchase or lease
of similar property at the time, together with any additional investigation and
report which would be needed to make the conclusions required above or which
would customarily follow any discovery contained in any initial report(s), and
for which the investigation and testing on which the conclusions shall have
been based shall have been performed not earlier than thirty (30) days prior to
the date of such report.

 

4.3.3  Underground Storage Tanks.  It is expressly understood and
agreed that Tenant’s obligations under this Agreement shall include the
maintenance and, if necessary, replacement of underground storage tanks at the
Leased Property.  Upon the expiration or
sooner termination of this Agreement, Tenant shall pay to Landlord the amount
of any Asset Retirement Obligation Reserve on Tenant’s books and records
pursuant to GAAP for underground storage tanks located at the Leased
Property.  Upon such payment, Tenant’s
obligations under this

 

30

 

Agreement with respect to the maintenance and
replacement of underground storage tanks shall terminate.

 

4.3.4  Survival.
 The provisions of this Section 4.3
shall survive the expiration or sooner termination of this Agreement.

 

4.4  Ground
Leases.  Tenant shall pay
and perform all of Landlord’s obligations as tenant under the Ground
Leases.  If Landlord has the right, under
the provisions of any of the Ground Leases, to elect to renew or extend the
term of such Ground Leases or to purchase the ground leased property, Tenant
shall so notify Landlord at least one hundred eighty (180) days (but no more
than one (1) year) prior to the expiration of the period within which
Landlord is obligated to notify the landlord under such Ground Leases of its
election to renew, extend or purchase, as the case may be.  Such notice from Tenant shall contain all of the
relevant facts about the impending election to renew, extend or purchase,
including, as applicable, the length of the period of renewal, the rental rate
and/or the purchase price.  In the event
of the expiration or termination of any Ground Lease, this Agreement shall
terminate with respect to such Property as of the date of such expiration or
termination; provided, however, in such event, there shall be no
reduction in the Minimum Rent.  Upon
Landlord’s request following receipt of any required consent thereto, Tenant
shall, in consideration of one dollar in each case, assign to Landlord Tenant’s
leasehold interest in property adjacent to the West Memphis, Arkansas Property
and the York, Nebraska Property, whereupon such leasehold interests so assigned
shall become part of the Leased Property and each lease thereof shall be a
Ground Lease.

 

ARTICLE 5

 

MAINTENANCE
AND REPAIRS

 

5.1  Maintenance and Repair.

 

5.1.1  Tenant’s
General Obligations.

 

(a)          Tenant shall keep (or cause to be
kept), at Tenant’s sole cost and expense, the Leased Property and all private
roadways, sidewalks and curbs appurtenant thereto (and Tenant’s Personal
Property) in good order and repair, reasonable wear and tear excepted (whether
or not the need for such repairs occurs as a result of Tenant’s use, any

 

31

 

prior use, the elements or
the age of the Leased Property or Tenant’s Personal Property or any portion
thereof), and shall promptly make or cause to be made all necessary and appropriate
repairs and replacements thereto of every kind and nature, whether interior or
exterior, structural or nonstructural, ordinary or extraordinary, foreseen or
unforeseen or arising by reason of a condition existing prior to the
commencement of the Term (concealed or otherwise).  All repairs shall be made in a good,
workmanlike manner, consistent with industry standards for comparable Travel
Centers in like locales, in accordance with all applicable federal, state and
local statutes, ordinances, codes, rules and regulations relating to any
such work.  Tenant shall not take or omit
to take (or permit any Person to take or omit to take) any action, the taking
or omission of which would materially and adversely impair the value or the
usefulness of the Leased Property or any material part thereof for its
Permitted Use.  Tenant’s use, occupancy
and maintenance of the Leased Property shall comply with all published
requirements imposed from time to time on a system-wide basis for TA Travel
Centers.  Tenant’s obligations under this
Section 5.1.1 shall be limited in the event of any casualty or
Condemnation as set forth in Article 10 and Article 11
and Tenant’s obligations with respect to Hazardous Substances are as set forth
in Section 4.3.

 

(b)          Tenant shall prepare and submit to
Landlord for Landlord’s approval, on or before December 1 of each Lease
Year during the Term hereof and for the next following Lease Year, a detailed
budget (the “Capital Replacements Budget”) for each Property, projecting
all costs, expenses and expenditures expected to be incurred at such Property
during the following Lease Year for Capital Additions.  Each Capital Replacements Budget shall be
supplemented by such information as Landlord shall reasonably request from time
to time.

 

5.1.2  Landlord’s Obligations.

 

(a)           Except as otherwise expressly
provided in this Agreement, Landlord shall not, under any circumstances, be
required to build or rebuild any improvement on the Leased Property, or to make
any repairs, replacements, alterations, restorations or renewals of any nature
or description to the Leased Property, whether ordinary or extraordinary,
structural or nonstructural, foreseen or

 

32

 

unforeseen, or to make any
expenditure whatsoever with respect thereto, or to maintain the Leased Property
in any way.  Except as otherwise
expressly provided in this Agreement, Tenant hereby waives, to the maximum
extent permitted by law, the right to make repairs at the expense of Landlord
pursuant to any law in effect on the Commencement Date or thereafter.  Landlord shall have the right to give, record
and post, as appropriate, notices of nonresponsibility under any mechanic’s
lien laws now or hereafter existing.

 

(b)           If, pursuant to the terms of this
Agreement, Tenant is required to make any Capital Expenditures, including,
without limitation, the Capital Expenditures identified in any Capital
Replacements Budget, Tenant may, at its election, advance such funds or give
Landlord Notice thereof, which Notice shall set forth, in reasonable detail,
the nature of the required Capital Expenditure, the estimated cost thereof and
such other information with respect thereto as Landlord may reasonably
require.  Provided that no Event of
Default shall have occurred and be continuing and Tenant shall otherwise comply
with the applicable provisions of Article 6, Landlord shall, within
ten (10) Business Days after such Notice, subject to and in accordance
with the applicable provisions of Article 6, disburse such required
funds to Tenant (or, if Tenant shall so elect, directly to any other Person
performing the required work) and, upon such disbursement, the Minimum Rent
shall be adjusted as provided in Section 3.1.1(b).  Notwithstanding the foregoing, Landlord may elect
not to disburse such required funds to Tenant; provided, however, that if
Landlord shall elect not to disburse such required funds as aforesaid, Tenant’s
obligation to make such required Capital Expenditure shall be deemed waived by
Landlord, and, notwithstanding anything contained in this Agreement to the
contrary, Tenant shall have no obligation to make such Capital Expenditure.

 

5.1.3  Nonresponsibility
of Landlord, Etc.   All materialmen, contractors, artisans,
mechanics and laborers and other persons contracting with Tenant with respect
to the Leased Property, or any part thereof, are hereby charged with notice
that liens on the Leased Property or on Landlord’s interest therein are
expressly prohibited and that they must look solely to Tenant to secure payment
for any work done or material furnished to Tenant or for any other purpose
during the term of this Agreement.

 

33

 

Nothing
contained in this Agreement shall be deemed or construed in any way as constituting
the consent or request of Landlord, express or implied, by inference or
otherwise, to any contractor, subcontractor, laborer or materialmen for the
performance of any labor or the furnishing of any materials for any alteration,
addition, improvement or repair to the Leased Property or any part thereof or
as giving Tenant any right, power or authority to contract for or permit the
rendering of any services or the furnishing of any materials that would give
rise to the filing of any lien against the Leased Property or any part thereof
nor to subject Landlord’s estate in the Leased Property or any part thereof to
liability under any mechanic’s lien law of any State in any way, it being
expressly understood Landlord’s estate shall not be subject to any such
liability.

 

5.2  Tenant’s
Personal Property.  Tenant
shall provide and maintain (or cause to be provided and maintained) throughout
the Term all such Tenant’s Personal Property as shall be necessary in order to
operate in compliance with applicable material Legal Requirements and Insurance
Requirements and otherwise in accordance with customary practice in the
industry for the Permitted Use.

 

5.3  Yield Up.
 Upon the expiration or sooner
termination of this Agreement, Tenant shall remove all of Tenant’s Personal
Property (other than that purchased by Landlord pursuant to Article 15)
and vacate and surrender the Leased Property to Landlord in substantially the
same condition in which the Leased Property was in on the Commencement Date,
except as repaired, rebuilt, restored, altered or added to as permitted or
required by the provisions of this Agreement, reasonable wear and tear excepted
(and casualty damage and Condemnation, in the event that this Agreement is
terminated following a casualty or Condemnation in accordance with Article 10
or Article 11, excepted).

 

In
addition, upon the expiration or earlier termination of this Agreement, Tenant
shall, at Landlord’s sole cost and expense, use its good faith efforts to
transfer and/or assign (or cause to be transferred or assigned) to Landlord or
Landlord’s nominee, and to cooperate with Landlord or Landlord’s nominee in
connection with, the processing of all applications for licenses, operating
permits and other governmental authorizations and all contracts, including
contracts with governmental or quasi-governmental entities, which may be
necessary for the use and operation of the Travel Centers as then
operated.  If requested by Landlord,
Tenant shall continue

 

34

 

to
manage one or more of the Travel Centers after the expiration of the Term for
up to one hundred eighty (180) days, on such reasonable terms (including
receipt by Tenant of a market management fee), as Landlord shall reasonably
request.

 

ARTICLE 6

 

IMPROVEMENTS, ETC.

 

6.1  Improvements
to the Leased Property.  Tenant
shall not make, construct or install (or permit to be made, constructed or
installed) any Capital Additions without, in each instance, obtaining Landlord’s
prior written consent, which consent shall not be unreasonably withheld,
delayed or conditioned provided that (a) construction or installation of
the same would not adversely affect or violate any material Legal Requirement
or Insurance Requirement applicable to any Property and (b) Landlord shall
have received an Officer’s Certificate certifying as to the satisfaction of the
conditions set out in clause (a) above; provided, however,
that no such consent shall be required in the event immediate action is
required to prevent imminent harm to person or property.  Prior to commencing construction of any
Capital Addition, Tenant shall submit to Landlord, in writing, a proposal
setting forth, in reasonable detail, any such proposed improvement and shall
provide to Landlord such plans and specifications, and such permits, licenses,
contracts and such other information concerning the same as Landlord may
reasonably request.  Landlord shall have
thirty (30) days to review all materials submitted to Landlord in connection
with any such proposal.  Failure of
Landlord to respond to Tenant’s proposal within thirty (30) days after receipt
of all information and materials requested by Landlord in connection with the
proposed improvement shall be deemed to constitute approval of the same.  Without limiting the generality of the
foregoing, such proposal shall indicate the approximate projected cost of
constructing such proposed improvement and the use or uses to which it will be
put.  No Capital Addition shall be made
which would tie in or connect any Leased Improvements with any other
improvements on property adjacent to any Property (and not part of the Land)
including, without limitation, tie-ins of buildings or other structures or
utilities.  Except as permitted herein,
Tenant shall not finance the cost of any construction of such improvement by
the granting of a lien on or security interest in the Leased Property or such
improvement, or Tenant’s interest therein, without the prior written consent of
Landlord, which consent may be withheld by Landlord in Landlord’s sole
discretion.  Any such improvements shall,
upon

 

35

 

the expiration or sooner
termination of this Agreement, remain or pass to and become the property of
Landlord, free and clear of all encumbrances other than Permitted Encumbrances.

 

6.2  Salvage.
 All materials which are scrapped or
removed in connection with the making of either Capital Additions or
non-Capital Additions or repairs required by Article 5 shall be or
become the property of the party that paid for such work.

 

ARTICLE 7

 

LIENS

 

Subject
to Article 8, Tenant shall use its best efforts not, directly or
indirectly, to create or allow to remain and shall promptly discharge (or cause
to be discharged), at its expense, any lien, encumbrance, attachment, title
retention agreement or claim upon the Leased Property, or any portion thereof,
or Tenant’s leasehold interest therein or any attachment, levy, claim or
encumbrance in respect of the Rent, other than (a) Permitted Encumbrances,
(b) restrictions, liens and other encumbrances which are consented to in
writing by Landlord, (c) liens for those taxes of Landlord which Tenant is
not required to pay hereunder, (d) subleases permitted by Article 16,
(e) liens for Impositions or for sums resulting from noncompliance with
Legal Requirements so long as (i) the same are not yet due and payable, or
(ii) are being contested in accordance with Article 8, (f) liens
of mechanics, laborers, materialmen, suppliers or vendors incurred in the
ordinary course of business that are not yet due and payable or are for sums
that are being contested in accordance with Article 8, (g) any
Property Mortgages or other liens which are the responsibility of Landlord
pursuant to the provisions of Article 20 and (h) Landlord
Liens and any other voluntary liens created by Landlord.

 

ARTICLE 8

 

PERMITTED
CONTESTS

 

Tenant
shall have the right to contest the amount or validity of any Imposition, Legal
Requirement, Insurance Requirement, Environmental Obligation, lien, attachment,
levy, encumbrance, charge or claim (collectively, “Claims”) as to the
Leased Property, by appropriate legal proceedings, conducted in good faith and
with due diligence, provided that (a) the foregoing shall in no way be
construed as relieving, modifying

 

36

 

or
extending Tenant’s obligation to pay (or cause to be paid) any Claims as
finally determined, (b) such contest shall not cause Landlord or Tenant to
be in default under any ground lease, mortgage or deed of trust encumbering the
Leased Property, or any portion thereof (Landlord agreeing that any such ground
lease, mortgage or deed of trust shall permit Tenant to exercise the rights
granted pursuant to this Article 8) or any interest therein or result
in or reasonably be expected to result in a lien attaching to the Leased
Property, or any portion thereof, (c) no part of the Leased Property nor
any Rent therefrom shall be in any immediate danger of sale, forfeiture,
attachment or loss, and (d) Tenant shall indemnify and hold harmless
Landlord from and against any cost, claim, damage, penalty or reasonable
expense, including reasonable attorneys’ fees, incurred by Landlord in
connection therewith or as a result thereof. 
Landlord agrees to join in any such proceedings if required legally to
prosecute such contest, provided that Landlord shall not thereby be subjected
to any liability therefor (including, without limitation, for the payment of
any costs or expenses in connection therewith) unless Tenant agrees by
agreement in form and substance reasonably satisfactory to Landlord, to assume
and indemnify Landlord with respect to the same.  Tenant shall be entitled to any refund of any
Claims and such charges and penalties or interest thereon which have been paid
by Tenant or paid by Landlord to the extent that Landlord has been fully
reimbursed by Tenant.  If Tenant shall
fail (x) to pay or cause to be paid any Claims when finally determined, (y) to
provide reasonable security therefor or (z) to prosecute or cause to be
prosecuted any such contest diligently and in good faith, Landlord may, upon
reasonable notice to Tenant (which notice shall not be required if Landlord
shall reasonably determine that the same is not practicable), pay such charges,
together with interest and penalties due with respect thereto, and Tenant shall
reimburse Landlord therefor, upon demand, as Additional Charges.

 

ARTICLE 9

 

INSURANCE
AND INDEMNIFICATION

 

9.1  General
Insurance Requirements.  Tenant shall, at all times during the Term and
at any other time Tenant shall be in possession of any Property, or any portion
thereof, keep (or cause to be kept) such Property and all property located
therein or thereon, insured against the risks and in such amounts as shall be
commercially reasonable.  Tenant shall
prepare a proposal setting forth the insurance Tenant proposes to be

 

37

 

 

maintained with respect
to each Property during the ensuing Lease Year, and shall submit such proposal
to Landlord on or before December 1st of the
preceding Lease Year, for Landlord’s review and approval, which approval shall
not be unreasonably withheld, delayed or conditioned.  In the event that Landlord shall fail to
respond within thirty (30) days after receipt of such proposal, such proposal
shall be deemed approved.

 

9.2  Waiver
of Subrogation.  Landlord
and Tenant agree that (insofar as and to the extent that such agreement may be
effective without invalidating or making it impossible to secure insurance
coverage from responsible insurance companies doing business in any State) with
respect to any property loss which is covered by insurance then being carried
by Landlord or Tenant, the party carrying such insurance and suffering said
loss releases the others of and from any and all claims with respect to such
loss; and they further agree that their respective insurance companies (and, if
Landlord or Tenant shall self insure in accordance with the terms hereof,
Landlord or Tenant, as the case may be) shall have no right of subrogation
against the other on account thereof, even though extra premium may result
therefrom.  In the event that any extra
premium is payable by Tenant as a result of this provision, Landlord shall not
be liable for reimbursement to Tenant for such extra premium.

 

9.3  Form Satisfactory, Etc.
 All insurance policies and
endorsements required pursuant to this Article 9 shall be fully
paid for, nonassessable, and issued by reputable insurance companies authorized
to do business in the State and having a general policy holder’s rating of no
less than A in Best’s latest rating guide. 
All property, business interruption, liability and flood insurance
policies with respect to each Property shall include no deductible in excess of
Five Hundred Thousand Dollars ($500,000). 
At all times, all property, business interruption, liability and flood
insurance policies, with the exception of worker’s compensation insurance
coverage, shall name Landlord and any Property Mortgagee as additional
insureds, as their interests may appear. 
All loss adjustments shall be payable as provided in Article 10,
except that losses under liability and worker’s compensation insurance policies
shall be payable directly to the party entitled thereto.  Tenant shall cause all insurance premiums to
be paid and shall deliver (or cause to be delivered) policies or certificates
thereof to Landlord prior to their effective date (and, with respect to any
renewal policy, prior to the expiration of the existing policy).  All such policies shall provide Landlord (and
any Property

 

38

 

Mortgagee if required by
the same) thirty (30) days prior written notice of any material change or
cancellation of such policy.  In the
event Tenant shall fail to effect (or cause to be effected) such insurance as
herein required, to pay (or cause to be paid) the premiums therefor or to
deliver (or cause to be delivered) such policies or certificates to Landlord or
any Property Mortgagee at the times required, Landlord shall have the right,
upon Notice to Tenant, but not the obligation, to acquire such insurance and
pay the premiums therefor, which amounts shall be payable to Landlord, upon
demand, as Additional Charges, together with interest accrued thereon at the
Overdue Rate from the date such payment is made until (but excluding) the date
repaid.

 

9.4  No
Separate Insurance; Self-Insurance.  Tenant shall not take (or permit any Person to
take) out separate insurance, concurrent in form or contributing in the event
of loss with that required by this Article 9, or increase the
amount of any existing insurance by securing an additional policy or additional
policies, unless all parties having an insurable interest in the subject matter
of such insurance, including Landlord and all Property Mortgagees, are included
therein as additional insureds and the loss is payable under such insurance in
the same manner as losses are payable under this Agreement.  In the event Tenant shall take out any such
separate insurance or increase any of the amounts of the then existing
insurance, Tenant shall give Landlord prompt Notice thereof.  Tenant shall not self-insure (or permit any
Person to self-insure).

 

9.5  Indemnification
of Landlord.  Notwithstanding the existence of any insurance
provided for herein and without regard to the policy limits of any such
insurance, Tenant shall protect, indemnify and hold harmless Landlord for, from
and against all liabilities, obligations, claims, damages, penalties, causes of
action, costs and reasonable expenses (including, without limitation,
reasonable attorneys’ fees), to the maximum extent permitted by law, imposed
upon or incurred by or asserted against Landlord by reason of the following,
except to the extent caused by Landlord’s gross negligence or willful
misconduct:  (a) any accident or
injury to, or death of, persons or loss of or damage to property occurring on
or about any Property or portion thereof or adjoining sidewalks or rights of
way during the Term, (b) any past, present or future condition or use,
misuse, non-use, management, maintenance or repair by Tenant or anyone claiming
under any of them, of any Property or Tenant’s Personal Property, or any
litigation, proceeding or claim by governmental entities (other than
Condemnation

 

39

 

proceedings) or other
third parties to which Landlord is made a party or participant relating to any
Property or portion thereof or Tenant’s Personal Property or such use, misuse,
non-use, condition, management, maintenance, or repair thereof, including
failure to perform obligations under this Agreement, to which Landlord is made
a party during the Term, (c) any Impositions that are the obligations of
Tenant to pay pursuant to the applicable provisions of this Agreement, and (d) any
failure on the part of Tenant or anyone claiming under Tenant to perform or
comply with any of the terms of this Agreement. 
Tenant, at its expense, shall contest, resist and defend any such claim,
action or proceeding asserted or instituted against Landlord (and shall not be
responsible for any duplicative attorneys’ fees incurred by Landlord) or may
compromise or otherwise dispose of the same, with Landlord’s prior written
consent (which consent may not be unreasonably withheld, delayed or
conditioned).  The obligations of Tenant
under this Section 9.5 shall survive the termination of this
Agreement.

 

ARTICLE 10

 

CASUALTY

 

10.1  Insurance
Proceeds.  Except as
provided in the last clause of this sentence, all proceeds payable by reason of
any loss or damage to any Property, or any portion thereof, and insured under
any policy of insurance required by Article 9 (other than the
proceeds of any business interruption insurance or insurance proceeds for
Tenant’s Personal Property) shall be paid directly to Landlord (subject to the
provisions of Section 10.2) and all loss adjustments with respect
to losses payable to Landlord shall require the prior written consent of
Landlord, which consent shall not be unreasonably withheld, delayed or
conditioned; provided, however, that, so long as no Event of
Default shall have occurred and be continuing, all such proceeds less than or
equal to Two Hundred Fifty Thousand Dollars ($250,000) shall be paid directly
to Tenant and such losses may be adjusted without Landlord’s consent.  If Tenant is required to reconstruct or
repair any Property as provided herein, such proceeds shall be paid out by
Landlord from time to time for the reasonable costs of reconstruction or repair
of such Property necessitated by such damage or destruction, subject to and in
accordance with the provisions of Section 10.2.4.  Any excess proceeds of insurance remaining
after the completion of the restoration shall be paid to Tenant.  In the event that the provisions of Section 10.2.1
are applicable, the insurance

 

40

 

proceeds shall be
retained by the party entitled thereto pursuant to Section 10.2.1.

 

10.2  Damage
or Destruction.

 

10.2.1  Damage
or Destruction of Leased Property.  If, during the Term, any Property shall be
totally or partially destroyed and the Travel Center located thereon is thereby
rendered Unsuitable for Its Permitted Use, either Landlord or Tenant may, by
the giving of Notice thereof to the other, terminate this Agreement with
respect to such affected Property, whereupon, this Agreement shall terminate
with respect to such affected Property, Landlord shall be entitled to retain
the insurance proceeds payable on account of such damage, Tenant shall pay to
Landlord the amount of any deductible under the insurance policies covering
such Travel Center, the amount of any uninsured loss and any difference between
the replacement cost of the affected Property and the casualty insurance
proceeds therefor, and the Minimum Rent shall be reduced by the sum of eight
and one-half percent (8.5%) of the total amount received by Landlord plus the
Fair Market Value of the Land, such Fair Market Value to be determined by
agreement of the parties or, absent agreement, an appraiser designated by
Landlord.

 

10.2.2  Partial
Damage or Destruction.  If, during the Term, any Property shall be
totally or partially destroyed but the Travel Center located thereon is not
rendered Unsuitable for Its Permitted Use, Tenant shall, subject to Section 10.2.3,
promptly restore such Travel Center as provided in Section 10.2.4.

 

10.2.3  Insufficient
Insurance Proceeds.  If
the cost of the repair or restoration of the applicable Travel Center exceeds
the amount of insurance proceeds received by Landlord and Tenant pursuant to Section 9.1,
Tenant shall give Landlord Notice thereof which notice shall set forth in
reasonable detail the nature of such deficiency and whether Tenant shall pay
and assume the amount of such deficiency (Tenant having no obligation to do so,
except that, if Tenant shall elect to make such funds available, the same shall
become an irrevocable obligation of Tenant pursuant to this Agreement).  In the event Tenant shall elect not to pay
and assume the amount of such deficiency, Landlord shall have the right (but
not the obligation), exercisable in Landlord’s sole discretion by Notice to
Tenant, given within sixty (60) days after Tenant’s notice of the deficiency,
to elect to make available for application to

 

41

 

the cost of repair or restoration the amount of such
deficiency; provided, however, in such event, upon any disbursement
by Landlord thereof, the Minimum Rent shall be adjusted as provided in Section 3.1.1(b).  In the event that neither Landlord nor Tenant
shall elect to make such deficiency available for restoration, either Landlord
or Tenant may terminate this Agreement with respect to the affected Property by
Notice to the other, whereupon, this Agreement shall so terminate and insurance
proceeds shall be distributed as provided in Section 10.2.1.  It is expressly understood and agreed,
however, that, notwithstanding anything in this Agreement to the contrary,
Tenant shall be strictly liable and solely responsible for the amount of any
deductible and shall, upon any insurable loss, pay over the amount of such
deductible to Landlord at the time and in the manner herein provided for
payment of the applicable proceeds to Landlord.

 

10.2.4  Disbursement
of Proceeds.  In the event
Tenant is required to restore any Property pursuant to Section 10.2
and this Agreement is not terminated as to such Property pursuant to this Article 10,
Tenant shall commence (or cause to be commenced) promptly and continue
diligently to perform (or cause to be performed) the repair and restoration of
such Property (hereinafter called the “Work”), so as to restore (or
cause to be restored) the applicable Property in material compliance with all
Legal Requirements and so that such Property shall be, to the extent
practicable, substantially equivalent in value and general utility to its
general utility and value immediately prior to such damage or destruction.  Subject to the terms hereof, Landlord shall
advance the insurance proceeds and any additional amounts payable by Landlord
pursuant to Section 10.2.3 or otherwise deposited with Landlord to
Tenant regularly during the repair and restoration period so as to permit
payment for the cost of any such restoration and repair.  Any such advances shall be made not more
often than monthly within ten (10) Business Days after Tenant submits to
Landlord a written requisition and substantiation therefor on AIA Forms G702
and G703 (or on such other form or forms as may be reasonably acceptable to
Landlord).  Landlord may, at its option,
condition advancement of such insurance proceeds and other amounts on (i) its
approval of plans and specifications of an architect satisfactory to Landlord
(which approval shall not be unreasonably withheld, delayed or conditioned), (ii) general
contractors’ estimates, (iii) architect’s certificates, (iv) conditional
lien waivers of general contractors, if available, (v) evidence of
approval by all governmental authorities and other regulatory bodies whose
approval is required, (vi) if

 

42

 

Tenant has elected to advance deficiency funds
pursuant to Section 10.2.3, Tenant depositing the amount thereof
with Landlord and (vii) such other certificates as Landlord may, from time
to time, reasonably require.

 

Landlord’s
obligation to disburse insurance proceeds under this Article 10
shall be subject to the release of such proceeds by any Property Mortgagee to
Landlord.

 

Tenant’s
obligation to restore the applicable Property pursuant to this Article 10
shall be subject to the release of available insurance proceeds by the
applicable Property Mortgagee to Landlord or directly to Tenant and, in the
event such proceeds are insufficient, Landlord electing to make such deficiency
available therefor (and disbursement of such deficiency).

 

10.3  Damage
Near End of Term.  Notwithstanding any provisions of Section 10.1
or 10.2 to the contrary, if damage to or destruction of any Property occurs
during the last twelve (12) months of the Term and if such damage or
destruction cannot reasonably be expected to be fully repaired and restored
prior to the date that is six (6) months prior to the end of the Term, the
provisions of Section 10.2.1 shall apply as if such Property had
been totally or partially destroyed and the Travel Center thereon rendered
Unsuitable for Its Permitted Use.

 

10.4  Tenant’s
Personal Property.  All
insurance proceeds payable by reason of any loss of or damage to any of Tenant’s
Personal Property shall be paid to Tenant and, to the extent necessary to
repair or replace Tenant’s Personal Property in accordance with Section 10.5,
Tenant shall hold such proceeds in trust to pay the cost of repairing or
replacing damaged Tenant’s Personal Property.

 

10.5  Restoration
of Tenant’s Personal Property.  If Tenant is required to restore any Property
as hereinabove provided, Tenant shall either (a) restore all alterations
and improvements made by Tenant and Tenant’s Personal Property, or (b) replace
such alterations and improvements and Tenant’s Personal Property with
improvements or items of the same or better quality and utility in the
operation of such Property.

 

10.6  No
Abatement of Rent.  This
Agreement shall remain in full force and effect and Tenant’s obligation to make
all payments of Rent and to pay all other charges as and when required under
this Agreement shall remain unabated during the

 

43

 

Term notwithstanding any
damage involving the Leased Property, or any portion thereof (provided that
Landlord shall credit against such payments any amounts paid to Landlord as a
consequence of such damage under any business interruption insurance obtained
by Tenant hereunder).  The provisions of
this Article 10 shall be considered an express agreement governing
any cause of damage or destruction to the Leased Property, or any portion
thereof, and, to the maximum extent permitted by law, no local or State
statute, laws, rules, regulation or ordinance in effect during the Term which
provide for such a contingency shall have any application in such case.

 

10.7  Waiver.
 Tenant hereby waives any statutory
rights of termination which may arise by reason of any damage or destruction of
the Leased Property, or any portion thereof.

 

ARTICLE 11

 

CONDEMNATION

 

11.1  Total
Condemnation, Etc. 
If either (i) the whole of any Property shall be taken by
Condemnation or (ii) a Condemnation of less than the whole of any Property
renders any Property Unsuitable for Its Permitted Use, this Agreement shall
terminate with respect to such Property, and Tenant and Landlord shall seek the
Award for their interests in the applicable Property as provided in Section 11.5.  Upon payment to Landlord of any such Award,
the Minimum Rent shall be reduced by eight and one-half percent (8.5%) of the
amount of such Award received by Landlord.

 

11.2  Partial
Condemnation.  In the
event of a Condemnation of less than the whole of any Property such that such
Property is still suitable for its Permitted Use, Tenant shall, to the extent
of the Award and any additional amounts disbursed by Landlord as hereinafter
provided, commence (or cause to be commenced) promptly and continue diligently
to restore (or cause to be restored) the untaken portion of the applicable
Leased Improvements so that such Leased Improvements shall constitute a
complete architectural unit of the same general character and condition (as
nearly as may be possible under the circumstances) as such Leased Improvements
existing immediately prior to such Condemnation, in material compliance with
all Legal Requirements, subject to the provisions of this Section 11.2.  If the cost of the repair or restoration of
the affected Property exceeds the amount of the Award, Tenant shall give
Landlord Notice thereof which notice shall set forth in

 

44

 

reasonable detail the
nature of such deficiency and whether Tenant shall pay and assume the amount of
such deficiency (Tenant having no obligation to do so, except that if Tenant
shall elect to make such funds available, the same shall become an irrevocable
obligation of Tenant pursuant to this Agreement).  In the event Tenant shall elect not to pay
and assume the amount of such deficiency, Landlord shall have the right (but
not the obligation), exercisable at Landlord’s sole election by Notice to
Tenant given within sixty (60) days after Tenant’s Notice of the deficiency, to
elect to make available for application to the cost of repair or restoration
the amount of such deficiency; provided, however, in such event,
upon any disbursement by Landlord thereof, the Minimum Rent shall be adjusted
as provided in Section 3.1.1(b). 
In the event that neither Landlord nor Tenant shall elect to make such
deficiency available for restoration, either Landlord or Tenant may terminate
this Agreement with respect to the affected Property and the entire Award shall
be allocated as set forth in Section 11.5.

 

Subject
to the terms hereof, Landlord shall contribute to the cost of restoration that
part of the Award received by Landlord and necessary to complete such repair or
restoration, together with severance and other damages awarded to Landlord for
the taken Leased Improvements and any deficiency Landlord has agreed to
disburse, to Tenant regularly during the restoration period so as to permit
payment for the cost of such repair or restoration.  Landlord may, at its option, condition
advancement of such portion of the Award and other amounts on (a) its
approval of plans and specifications of an architect satisfactory to Landlord
(which approval shall not be unreasonably withheld, delayed or conditioned), (b) general
contractors’ estimates, (c) architect’s certificates, (d) conditional
lien waivers of general contractors, if available, (e) evidence of
approval by all governmental authorities and other regulatory bodies whose
approval is required, (f) if Tenant has elected to advance deficiency
funds pursuant to the preceding paragraph, Tenant depositing the amount thereof
with Landlord and (g) such other certificates as Landlord may, from time
to time, reasonably require.  Landlord’s
obligation under this Section 11.2 to disburse the Award and such
other amounts shall be subject to (x) the collection thereof by Landlord
and (y) the satisfaction of any applicable requirements of any Property
Mortgage, and the release of such Award by the applicable Property
Mortgagee.  Tenant’s obligation to
restore the Leased Property shall be subject to the release of any portion of
the Award by the applicable Property Mortgagee to Landlord.

 

45

 

 

11.3  Abatement
of Rent.  Other than as
specifically provided in this Agreement, this Agreement shall remain in full
force and effect and Tenant’s obligation to make all payments of Rent and to
pay all other charges as and when required under this Agreement shall remain
unabated during the Term notwithstanding any Condemnation involving the Leased
Property, or any portion thereof.  The
provisions of this Article 11 shall be considered an express
agreement governing any Condemnation involving the Leased Property and, to the
maximum extent permitted by law, no local or State statute, law, rule,
regulation or ordinance in effect during the Term which provides for such a
contingency shall have any application in such case.

 

11.4  Temporary
Condemnation.  In the
event of any temporary Condemnation of any Property or Tenant’s interest
therein, this Agreement shall continue in full force and effect and Tenant
shall continue to pay (or cause to be paid), in the manner and on the terms
herein specified, the full amount of the Rent. 
Tenant shall continue to perform and observe (or cause to be performed
and observed) all of the other terms and conditions of this Agreement on the
part of the Tenant to be performed and observed.  The entire amount of any Award made for such
temporary Condemnation allocable to the Term, whether paid by way of damages,
rent or otherwise, shall be paid to Tenant. 
Tenant shall, promptly upon the termination of any such period of
temporary Condemnation, at its sole cost and expense, restore the affected
Property to the condition that existed immediately prior to such Condemnation,
in material compliance with all applicable Legal Requirements, unless such
period of temporary Condemnation shall extend beyond the expiration of the
Term, in which event Tenant shall not be required to make such restoration.

 

11.5  Allocation
of Award.  Except as
provided in Section 11.4 and the second sentence of this Section 11.5,
the total Award shall be solely the property of and payable to Landlord.  Any portion of the Award made for the taking
of Tenant’s leasehold interest in the Leased Property, loss of business during
the remainder of the Term, the taking of Tenant’s Personal Property, the taking
of Capital Additions paid for by Tenant and Tenant’s removal and relocation
expenses shall be the sole property of and payable to Tenant.  In any Condemnation proceedings, Landlord and
Tenant shall each seek its own Award in conformity herewith, at its own
expense.

 

46

 

ARTICLE 12

 

DEFAULTS
AND REMEDIES

 

12.1  Events
of Default.  The
occurrence of any one or more of the following events shall constitute an “Event
of Default” hereunder:

 

(a)           should Tenant fail to make any payment of the Rent or any
other sum payable hereunder when due which failure shall continue for a period
of five (5) Business Days after Notice thereof from Landlord to Tenant; or

 

(b)           should Tenant default in the due observance or performance
of any of the terms, covenants or agreements contained herein to be performed
or observed by it (other than as specified in clause (a) above) and should
such default continue for a period of thirty (30) days after Notice thereof
from Landlord to Tenant; provided, however, that if such default
is susceptible of cure but such cure cannot be accomplished with due diligence
within such period of time and if, in addition, Tenant commences to cure or
cause to be cured such default within thirty (30) days after Notice thereof
from Landlord and thereafter prosecutes the curing of such default with all due
diligence, such period of time shall be extended to such period of time (not to
exceed an additional ninety (90) days in the aggregate) as may be necessary to
cure such default with all due diligence; or

 

(c)           should any obligation of Tenant or any Guarantor in
respect of any Indebtedness of Twenty Million Dollars ($20,000,000) or more for
money borrowed or for any material property or services, or any guaranty
relating thereto, be declared to be or become due and payable prior to the
stated maturity thereof, or should there occur and be continuing with respect
to any such Indebtedness any event of default under any instrument or agreement
evidencing or securing the same, the effect of which is to permit the holder or
holders of such instrument or agreement or a trustee, agent or other
representative on behalf of such holder or holders, to cause any such
obligations to become due prior to its stated maturity; or

 

(d)           should an event of default occur and be continuing beyond
the expiration of any applicable cure period under any Guaranty; or

 

47

 

(e)           should Tenant or any Guarantor generally not be paying its
debts as they become due or should Tenant or any Guarantor make a general
assignment for the benefit of creditors; or

 

(f)            should any petition be filed by or against Tenant or any
Guarantor under the Federal bankruptcy laws, or should any other proceeding be
instituted by or against Tenant or any Guarantor seeking to adjudicate Tenant
or any Guarantor a bankrupt or insolvent, or seeking liquidation,
reorganization, arrangement, adjustment or composition of Tenant’s or any
Guarantor’s debts under any law relating to bankruptcy, insolvency or
reorganization or relief of debtors, or seeking the entry of an order for
relief or the appointment of a receiver, trustee, custodian or other similar
official for Tenant or any Guarantor or for any substantial part of the
property of Tenant or any Guarantor and such proceeding is not dismissed within
one hundred eighty (180) days after institution thereof; or

 

(g)           should Tenant or any Guarantor cause or institute any
proceeding for its dissolution or termination; or

 

(h)           should the estate or interest of Tenant in the Leased
Property or any part thereof be levied upon or attached in any proceeding and
the same shall not be vacated or discharged within the later of (x) ninety
(90) days after commencement thereof, unless the amount in dispute is less than
$250,000, in which case Tenant shall give Notice to Landlord of the dispute but
Tenant may defend in any suitable way, and (y) two hundred seventy (270)
days after receipt by Tenant of Notice thereof from Landlord (unless Tenant
shall be contesting such lien or attachment in good faith in accordance with Article 8);
or

 

(i)            should there occur any direct or indirect Change in
Control of Tenant or any Guarantor, except as otherwise permitted by Article 16;

 

then,
and in any such event, Landlord, in addition to all other remedies available to
it, may terminate this Agreement with respect to any or all of the Leased
Property by giving Notice thereof to Tenant and upon the expiration of the
time, if any, fixed in such Notice, this Agreement shall terminate with respect
to all or the designated portion of the Leased Property and all rights of
Tenant under this Agreement with respect thereto shall cease.  Landlord shall have and may exercise all
rights and remedies available at law and in equity to Landlord as a result of
Tenant’s breach of this Agreement.

 

48

 

Upon
the termination of this Agreement in connection with any Event of Default,
Landlord may, in addition to any other remedies provided herein, enter upon the
Leased Property, or any portion thereof and take possession of any and all of
Tenant’s Personal Property, if any, without liability for trespass or
conversion (Tenant hereby waiving any right to notice or hearing prior to such
taking of possession by Landlord) and sell the same at public or private sale,
after giving Tenant reasonable Notice of the time and place of any public or
private sale, at which sale Landlord or its assigns may purchase all or any
portion of Tenant’s Personal Property, if any, unless otherwise prohibited by
law.  Unless otherwise provided by law
and without intending to exclude any other manner of giving Tenant reasonable
notice, the requirement of reasonable Notice shall be met if such Notice is
given at least ten (10) days before the date of sale.

 

12.2  Remedies.
 None of (a) the termination of
this Agreement pursuant to Section 12.1, (b) the repossession
of the Leased Property, or any portion thereof, (c) the failure of
Landlord to relet the Leased Property, or any portion thereof, nor (d) the
reletting of all or any of portion of the Leased Property, shall relieve Tenant
of its liability and obligations hereunder, all of which shall survive any such
termination, repossession or reletting. 
In the event of any such termination, Tenant shall forthwith pay to
Landlord all Rent due and payable with respect to the Leased Property, or
terminated portion thereof, through and including the date of such
termination.  Thereafter, Tenant, until
the end of what would have been the Term of this Agreement in the absence of
such termination, and whether or not the Leased Property, or any portion
thereof, shall have been relet, shall be liable to Landlord for, and shall pay
to Landlord, as current damages, the Rent (Additional Rent to be reasonably
calculated by Landlord) and other charges which would be payable hereunder for
the remainder of the Term had such termination not occurred, less the net
proceeds, if any, of any reletting of the Leased Property, or any portion
thereof, after deducting all reasonable expenses in connection with such
reletting, including, without limitation, all repossession costs, brokerage
commissions, legal expenses, attorneys’ fees, advertising, expenses of
employees, alteration costs and expenses of preparation for such
reletting.  Tenant shall pay such current
damages to Landlord monthly on the days on which the Minimum Rent would have
been payable hereunder if this Agreement had not been so terminated with
respect to such of the Leased Property.

 

49

 

At
any time after such termination, whether or not Landlord shall have collected
any such current damages, as liquidated final damages beyond the date of such
termination, at Landlord’s election, Tenant shall pay to Landlord an amount
equal to the present value (as reasonably determined by Landlord using a
discount rate equal to five percent (5%) per annum) of the excess, if any, of
the Rent and other charges which would be payable hereunder from the date of
such termination (assuming that, for the purposes of this paragraph, annual
payments by Tenant on account of Impositions and Additional Rent would be the
same as payments required for the immediately preceding twelve calendar months,
or if less than twelve calendar months have expired since the Commencement
Date, the payments required for such lesser period projected to an annual
amount) for what would be the then unexpired term of this Agreement if the same
remained in effect, over the fair market rental for the same period.  Nothing contained in this Agreement shall,
however, limit or prejudice the right of Landlord to prove and obtain in
proceedings for bankruptcy or insolvency an amount equal to the maximum allowed
by any statute or rule of law in effect at the time when, and governing
the proceedings in which, the damages are to be proved, whether or not the
amount be greater than, equal to, or less than the amount of the loss or
damages referred to above.

 

In
case of any Event of Default, re-entry, expiration and dispossession by summary
proceedings or otherwise, Landlord may, (a) relet the Leased Property or
any part or parts thereof, either in the name of Landlord or otherwise, for a
term or terms which may at Landlord’s option, be equal to, less than or exceed
the period which would otherwise have constituted the balance of the Term and
may grant concessions or free rent to the extent that Landlord considers
advisable and necessary to relet the same, and (b) may make such
reasonable alterations, repairs and decorations in the Leased Property, or any
portion thereof, as Landlord, in its sole and absolute discretion, considers
advisable and necessary for the purpose of reletting the Leased Property; and
the making of such alterations, repairs and decorations shall not operate or be
construed to release Tenant from liability hereunder as aforesaid.  Landlord shall in no event be liable in any
way whatsoever for any failure to relet all or any portion of the Leased
Property, or, in the event that the Leased Property is relet, for failure to
collect the rent under such reletting. 
To the maximum extent permitted by law, Tenant hereby expressly waives
any and all rights of redemption granted under any present or future laws in
the event of Tenant being evicted or dispossessed, or in the event of Landlord

 

50

 

obtaining
possession of the Leased Property, by reason of the occurrence and continuation
of an Event of Default hereunder.

 

12.3  Tenant’s
Waiver.  IF THIS AGREEMENT
IS TERMINATED PURSUANT TO SECTION 12.1 OR 12.2, TENANT WAIVES, TO
THE EXTENT PERMITTED BY LAW, ANY RIGHT TO A TRIAL BY JURY IN THE EVENT OF
SUMMARY PROCEEDINGS TO ENFORCE THE REMEDIES SET FORTH IN THIS ARTICLE 12,
AND THE BENEFIT OF ANY LAWS NOW OR HEREAFTER IN FORCE EXEMPTING PROPERTY FROM
LIABILITY FOR RENT OR FOR DEBT.

 

12.4  Application
of Funds.  Any payments
received by Landlord under any of the provisions of this Agreement during the
existence or continuance of any Event of Default (and any payment made to
Landlord rather than Tenant due to the existence of any Event of Default) shall
be applied to Tenant’s current and past due obligations under this Agreement in
such order as Landlord may determine or as may be prescribed by the laws of the
State.  Any balance shall be paid to
Tenant.

 

12.5  Landlord’s
Right to Cure Tenant’s Default.  If an Event of Default shall have occurred and
be continuing, Landlord, after Notice to Tenant (which Notice shall not be
required if Landlord shall reasonably determine immediate action is necessary
to protect person or property), without waiving or releasing any obligation of
Tenant and without waiving or releasing any Event of Default, may (but shall
not be obligated to), at any time thereafter, make such payment or perform such
act for the account and at the expense of Tenant, and may, to the maximum
extent permitted by law, enter upon the Leased Property, or any portion
thereof, for such purpose and take all such action thereon as, in Landlord’s
sole and absolute discretion, may be necessary or appropriate therefor.  No such entry shall be deemed an eviction of
Tenant.  All reasonable costs and
expenses (including, without limitation, reasonable attorneys’ fees) incurred
by Landlord in connection therewith, together with interest thereon (to the
extent permitted by law) at the Overdue Rate from the date such sums are paid
by Landlord until repaid, shall be paid by Tenant to Landlord, on demand.

 

ARTICLE 13

 

HOLDING
OVER

 

Any
holding over by Tenant after the expiration or sooner termination of this
Agreement shall be treated as a daily tenancy at sufferance at a rate equal to
two (2) times the Minimum Rent and other charges herein provided (prorated
on a

 

51

 

daily
basis).  Tenant shall also pay to
Landlord all damages (direct or indirect) sustained by reason of any such
holding over.  Otherwise, such holding
over shall be on the terms and conditions set forth in this Agreement, to the
extent applicable.  Nothing contained
herein shall constitute the consent, express or implied, of Landlord to the
holding over of Tenant after the expiration or earlier termination of this
Agreement.

 

ARTICLE 14

 

LANDLORD
DEFAULT

 

If
Landlord shall default in the performance or observance of any of its covenants
or obligations set forth in this Agreement or any obligation of Landlord, if
any, under any agreement affecting the Leased Property, the performance of
which is not Tenant’s obligation pursuant to this Agreement, and any such
default shall continue for a period of thirty (30) days after Notice thereof
from Tenant to Landlord and any applicable Property Mortgagee, or such
additional period as may be reasonably required to correct the same, Tenant may
declare the occurrence of a “Landlord Default” by a second Notice to
Landlord and to such Property Mortgagee. 
Thereafter, Tenant may forthwith cure the same and, subject to the
provisions of the following paragraph, invoice Landlord for costs and expenses
(including reasonable attorneys’ fees and court costs) incurred by Tenant in
curing the same, together with interest thereon (to the extent permitted by
law) from the date Landlord receives Tenant’s invoice until paid, at the
Overdue Rate.  Tenant shall have no right
to terminate this Agreement for any default by Landlord hereunder and no right,
for any such default, to offset or counterclaim against any Rent or other
charges due hereunder.

 

If
Landlord shall in good faith dispute the occurrence of any Landlord Default and
Landlord, before the expiration of the applicable cure period, shall give Notice
thereof to Tenant, setting forth, in reasonable detail, the basis therefor, no
Landlord Default shall be deemed to have occurred and Landlord shall have no
obligation with respect thereto until final adverse determination thereof.  If Tenant and Landlord shall fail, in good
faith, to resolve any such dispute within ten (10) days after Landlord’s
Notice of dispute, either may submit the matter for resolution in accordance
with Article 22.

 

52

 

ARTICLE 15

 

PURCHASE
OF TENANT’S PERSONAL PROPERTY

 

Landlord
shall have the option to purchase Tenant’s Personal Property, at the expiration
or sooner termination of this Agreement, for an amount equal to the then fair
market value thereof (current replacement cost as determined by agreement of
the parties or, in the absence of such agreement, appraisal), subject to, and
with appropriate price adjustments for, all liabilities assumed such as
equipment leases, conditional sale contracts and other encumbrances securing such
liabilities to which such Personal Property is subject.

 

ARTICLE 16

 

SUBLETTING
AND ASSIGNMENT

 

16.1  Subletting
and Assignment.  Except as
provided in Section 16.3, Tenant shall not, without Landlord’s
prior written consent (which consent may be given or withheld in Landlord’s
sole and absolute discretion), assign, mortgage, pledge, hypothecate, encumber
or otherwise transfer this Agreement or sublease or permit the sublease (which
term shall be deemed to include the granting of concessions, licenses, and the
like), of the Leased Property, or any portion thereof, or suffer or permit this
Agreement or the leasehold estate created hereby or any other rights arising
under this Agreement to be assigned, transferred, mortgaged, pledged,
hypothecated or encumbered, in whole or in part, whether voluntarily,
involuntarily or by operation of law, or permit the use or operation of the
Leased Property, or any portion thereof, by anyone other than Tenant to be
offered or advertised for assignment or subletting.

 

For
purposes of this Section 16.1, an assignment of this Agreement
shall be deemed to include, without limitation, any direct or indirect Change
in Control of Tenant.

 

If
this Agreement is assigned or if the Leased Property, or any portion thereof is
sublet (or occupied by anybody other than Tenant and its employees), after
termination of this Agreement, Landlord may collect the rents from such
assignee, subtenant or occupant, as the case may be, but no such collection
shall be deemed a waiver of the provisions set forth in the first paragraph of
this Section 16.1, the acceptance by Landlord of such assignee,
subtenant or occupant, as the case may be, as a tenant, or a release of Tenant
from the future performance by

 

53

 

Tenant
of its covenants, agreements or obligations contained in this Agreement.

 

Any
assignment or transfer of Tenant’s interest under this Agreement shall be
subject to such assignee’s or transferee’s delivery to Landlord of a Guaranty,
which Guaranty shall be in form and substance satisfactory to Landlord in its
sole discretion and which Guaranty shall constitute a Guaranty hereunder.

 

No
subletting or assignment shall in any way impair the continuing primary
liability of Tenant hereunder (unless Landlord and Tenant expressly otherwise
agree that Tenant shall be released from all obligations hereunder), and no
consent to any subletting or assignment in a particular instance shall be
deemed to be a waiver of the prohibition set forth in this Section 16.1.  No assignment, subletting or occupancy shall
affect any Permitted Use.  Any
subletting, assignment or other transfer of Tenant’s interest under this
Agreement in contravention of this Section 16.1 shall be voidable
at Landlord’s option.

 

16.2  Required
Sublease Provisions.  Any
sublease of all or any portion of the Leased Property entered into on or after
the Commencement Date shall provide (a) that it is subject and subordinate
to this Agreement and to the matters to which this Agreement is or shall be
subject or subordinate; (b) that in the event of termination of this
Agreement or reentry or dispossession of Tenant by Landlord under this
Agreement, Landlord may, at its option, terminate such sublease or take over
all of the right, title and interest of Tenant, as sublessor under such
sublease, and such subtenant shall, at Landlord’s option, attorn to Landlord
pursuant to the then executory provisions of such sublease, except that neither
Landlord nor any Property Mortgagee, as holder of a mortgage or as Landlord
under this Agreement, if such mortgagee succeeds to that position, shall (i) be
liable for any act or omission of Tenant under such sublease, (ii) be
subject to any credit, counterclaim, offset or defense which theretofore
accrued to such subtenant against Tenant, (iii) be bound by any previous
modification of such sublease not consented to in writing by Landlord or by any
previous prepayment of more than one (1) month’s rent, (iv) be bound
by any covenant of Tenant to undertake or complete any construction of the
applicable Property, or any portion thereof, (v) be required to account
for any security deposit of the subtenant other than any security deposit
actually delivered to Landlord by Tenant, (vi) be bound

 

54

 

by any obligation to make
any payment to such subtenant or grant any credits, except for services,
repairs, maintenance and restoration provided for under the sublease that are
performed after the date of such attornment, (vii) be responsible for any
monies owing by Tenant to the credit of such subtenant unless actually
delivered to Landlord by Tenant, or (viii) be required to remove any
Person occupying any portion of the Leased Property; and (c) in the event
that such subtenant receives a written Notice from Landlord or any Property
Mortgagee stating that this Agreement has terminated, such subtenant shall
thereafter be obligated to pay all rentals accruing under such sublease
directly to the party giving such Notice or as such party may direct.  Such sublease shall provide that the
subtenant thereunder shall, at the request of Landlord, execute a suitable
instrument in confirmation of such agreement to attorn.  An original counterpart of each such sublease
and assignment and assumption, duly executed by Tenant and such subtenant or
assignee, as the case may be, in form and substance reasonably satisfactory to
Landlord, shall be delivered promptly to Landlord and (a) in the case of
an assignment, the assignee shall assume in writing and agree to keep and
perform all of the terms of this Agreement on the part of Tenant to be kept and
performed and shall be, and become, jointly and severally liable with Tenant
for the performance thereof and (b) in case of either an assignment or
subletting, Tenant shall remain primarily liable, as principal rather than as
surety, for the prompt payment of the Rent and for the performance and
observance of all of the covenants and conditions to be performed by Tenant
hereunder.

 

The
provisions of this Section 16.2 shall not be deemed a waiver of the
provisions set forth in the first paragraph of Section 16.1.

 

16.3  Permitted
Sublease.  Subject to the
provisions of Section 16.2 and Section 16.4 and any
other express conditions or limitations set forth herein, Tenant may, in each
instance after Notice to Landlord and without consent, (a) enter into
third party agreements or sublease space at any Property for fuel station,
restaurant/food service or mechanical repair purposes or other concessions in
furtherance of the Permitted Use, so long as such subleases will not violate or
affect any Legal Requirement or Insurance Requirement, and Tenant shall provide
such additional insurance coverage applicable to the activities to be conducted
in such subleased space as Landlord and any Property Mortgagee may reasonably
require, and (b) enter into one or more subleases or licenses with
Affiliated Persons

 

55

 

 

of Tenant with respect to
the Leased Property, or any portion thereof, provided Tenant gives
Landlord Notice of the material terms and conditions thereof.  Landlord and Tenant acknowledge and agree
that if Tenant enters into one or more subleases or licenses with Affiliated
Persons of Tenant with respect to any Property, or any portion thereof, in
accordance with the preceding clause (b), Tenant may allocate the rent and
other charges with respect to the affected Property in any reasonable manner; provided,
however, that such allocation shall not affect Tenant’s (nor any
Guarantor’s) liability for the Rent and other obligations of Tenant under this
Agreement; and, provided, further, that Tenant shall give
Landlord prompt written notice of any allocation or reallocation of the rent
and other charges with respect to the affected Property and, in any event,
Tenant shall give Landlord written notice of the amount of such allocations at
least ten (10) Business Days prior to the date that Landlord or
Hospitality Properties Trust is required to file any tax returns in any State
where such affected Leased Property is located.

 

16.4  Sublease
Limitation.  Anything
contained in this Agreement to the contrary notwithstanding, Tenant shall not
sublet or license the Leased Property, or any portion thereof, on any basis
such that the rental to be paid by any sublessee or licensee thereunder would
be based, in whole or in part, on the net income or profits derived by the
business activities of such sublessee or licensee, any other formula such that
any portion of such sublease rental or license would fail to qualify as “rents
from real property” within the meaning of Section 856(d) of the Code,
or any similar or successor provision thereto or would otherwise disqualify
Landlord or any Affiliated Person for treatment as a “real estate investment
trust” under the Code.

 

ARTICLE 17

 

ESTOPPEL
CERTIFICATES AND FINANCIAL STATEMENTS

 

17.1  Estoppel
Certificates.  At any time
and from time to time, but not more than a reasonable number of times per year,
upon not less than ten (10) Business Days prior Notice by either party,
the party receiving such Notice shall furnish to the other an Officer’s
Certificate certifying that this Agreement is unmodified and in full force and
effect (or that this Agreement is in full force and effect as modified and
setting forth the modifications), the date to which the Rent has been paid,
that no Default or an Event of Default has occurred and is continuing or, if a
Default or an Event of Default shall exist, specifying

 

56

 

in reasonable detail the
nature thereof, and the steps being taken to remedy the same, and such
additional information as the requesting party may reasonably request.  Any such certificate furnished pursuant to
this Section 17.1 may be relied upon by the requesting party, its
lenders and any prospective purchaser or mortgagee of the Leased Property, or
any portion thereof, or the leasehold estate created hereby.

 

17.2  Financial
Statements.  Tenant shall
furnish or cause TA to furnish, as applicable, the following statements to
Landlord:

 

(a)           within forty-five (45) days after each of the first three
fiscal quarters of any Fiscal Year, the most recent Consolidated Financials,
accompanied by the Financial Officer’s Certificate;

 

(b)           within ninety (90) days after the end of each Fiscal Year,
the most recent Consolidated Financials and financials of Tenant for such year,
certified by an independent certified public accountant reasonably satisfactory
to Landlord and accompanied by a Financial Officer’s Certificate;

 

(c)           within forty-five (45) days after the end of each month,
an unaudited operating statement and statement of Capital Expenditures prepared
on a Property by Property basis and a combined basis, accompanied by a
Financial Officer’s Certificate;

 

(d)           at any time and from time to time upon not less than
twenty (20) days Notice from Landlord or such additional period as may be
reasonable under the circumstances, any Consolidated Financials, Tenant
financials or any other audited or unaudited financial reporting information
required to be filed by Landlord with any securities and exchange commission,
the SEC or any successor agency, or any other governmental authority, or
required pursuant to any order issued by any court, governmental authority or
arbitrator in any litigation to which Landlord is a party, for purposes of
compliance therewith; and

 

(e)           promptly upon Notice from Landlord, such other information
concerning the business, financial condition and affairs of Tenant, any
Guarantor, and/or any Affiliated Person of Tenant as Landlord reasonably may
request from time to time.

 

Landlord
shall treat any non-public information which it receives from Tenant pursuant
to this Section 17.2 as confidential, but Landlord may at any time, and
from time to

 

57

 

time,
provide any Property Mortgagee with copies of any of the foregoing statements,
subject to Landlord obtaining the agreement of such Property Mortgagee to
maintain such statements and the information therein as confidential.

 

ARTICLE 18

 

LANDLORD’S
RIGHT TO INSPECT

 

Tenant
shall permit Landlord and its authorized representatives to inspect the Leased
Property, or any portion thereof, during usual business hours upon not less
than forty-eight (48) hours’ notice and to make such repairs as Landlord is
permitted or required to make pursuant to the terms of this Agreement, provided
that any inspection or repair by Landlord or its representatives will not
unreasonably interfere with Tenant’s use and operation of the Leased Property
and further provided that in the event of an emergency, as determined by
Landlord in its reasonable discretion, prior Notice shall not be necessary.

 

ARTICLE 19

 

EASEMENTS

 

19.1  Grant of
Easements.  Provided no
Event of Default has occurred and is continuing, Landlord will join in granting
and, if necessary, modifying or abandoning such rights-of-way, easements and
other interests as may be reasonably requested by Tenant for ingress and
egress, and electric, telephone, gas, water, sewer and other utilities so long
as:

 

(a)           the instrument creating, modifying or abandoning any such
easement, right-of-way or other interest is satisfactory to and approved by
Landlord (which approval shall not be unreasonably withheld, delayed or
conditioned); and

 

(b)           Landlord receives an Officer’s Certificate from Tenant
stating (i) that such grant, modification or abandonment is not
detrimental to the proper conduct of business on such Property, (ii) the
consideration, if any, being paid for such grant, modification or abandonment
(which consideration shall be paid by Tenant), (iii) that such grant,
modification or abandonment does not impair the use or value of such Property
for the Permitted Use, and (iv) that, for as long as this Agreement shall
be in effect, Tenant will perform all obligations, if any, of Landlord under
any such instrument.

 

58

 

19.2  Exercise
of Rights by Tenant.  So
long as no Event of Default has occurred and is continuing, Tenant shall have
the right to exercise all rights of Landlord under the Easement Agreements and,
in connection therewith, Landlord shall execute and promptly return to Tenant
such documents as Tenant shall reasonably request.  Tenant shall perform all obligations of
Landlord under the Easement Agreements.

 

19.3  Permitted
Encumbrances.  Any
agreements entered into in accordance with this Article 19 shall be
deemed a Permitted Encumbrance.

 

ARTICLE 20

 

PROPERTY
MORTGAGES

 

20.1  Landlord
May Grant Liens.  Without the consent of Tenant, Landlord may,
from time to time, directly or indirectly, create or otherwise cause to exist
any lien, encumbrance or title retention agreement (“Encumbrance”) upon
the Leased Property, or any portion thereof, or interest therein, whether to
secure any borrowing or other means of financing or refinancing.

 

20.2  Subordination
of Lease.  This Agreement
and any and all rights of Tenant hereunder are and shall be subject and subordinate
to any ground or master lease, and all renewals, extensions, modifications and
replacements thereof, and to all mortgages and deeds of trust, which may now or
hereafter affect the Leased Property, or any portion thereof, or any
improvements thereon and/or any of such leases, whether or not such mortgages
or deeds of trust shall also cover other lands and/or buildings and/or leases,
to each and every advance made or hereafter to be made under such mortgages and
deeds of trust, and to all renewals, modifications, replacements and extensions
of such leases and such mortgages and deeds of trust and all consolidations of
such mortgages and deeds of trust.  This
section shall be self-operative and no further instrument of subordination
shall be required.  In confirmation of
such subordination, Tenant shall promptly execute, acknowledge and deliver any
instrument that Landlord, the lessor under any such lease or the holder of any
such mortgage or the trustee or beneficiary of any deed of trust or any of their
respective successors in interest may reasonably request to evidence such
subordination.  Any lease to which this
Agreement is, at the time referred to, subject and subordinate is herein called
“Superior Lease” and the lessor of a Superior Lease or its

 

59

 

successor in interest at
the time referred to is herein called “Superior Landlord” and any
mortgage or deed of trust to which this Agreement is, at the time referred to,
subject and subordinate is herein called “Superior Mortgage” and the
holder, trustee or beneficiary of a Superior Mortgage is herein called “Superior
Mortgagee”.  Tenant shall have no
obligations under any Superior Lease or Superior Mortgage other than those
expressly set forth in this Section 20.2.

 

If
any Superior Landlord or Superior Mortgagee or the nominee or designee of any
Superior Landlord or Superior Mortgagee shall succeed to the rights of Landlord
under this Agreement (any such person, “Successor Landlord”), whether
through possession or foreclosure action or delivery of a new lease or deed, or
otherwise, at such Successor Landlord’s request, Tenant shall attorn to and
recognize the Successor Landlord as Tenant’s landlord under this Agreement and
Tenant shall promptly execute and deliver any instrument that such Successor
Landlord may reasonably request to evidence such attornment (provided that such
instrument does not alter the terms of this Agreement), whereupon, this
Agreement shall continue in full force and effect as a direct lease between the
Successor Landlord and Tenant upon all of the terms, conditions and covenants
as are set forth in this Agreement, except that the Successor Landlord (unless
formerly the landlord under this Agreement or its nominee or designee) shall
not be (a) liable in any way to Tenant for any act or omission, neglect or
default on the part of any prior Landlord under this Agreement, (b) responsible
for any monies owing by or on deposit with any prior Landlord to the credit of
Tenant (except to the extent actually paid or delivered to the Successor
Landlord), (c) subject to any counterclaim or setoff which theretofore
accrued to Tenant against any prior Landlord, (d) bound by any
modification of this Agreement subsequent to such Superior Lease or Mortgage,
or by any previous prepayment of Rent for more than one (1) month in
advance of the date due hereunder, which was not approved in writing by the
Superior Landlord or the Superior Mortgagee thereto, (e) liable to Tenant
beyond the Successor Landlord’s interest in the Leased Property and the rents,
income, receipts, revenues, issues and profits issuing from the Leased
Property, (f) responsible for the performance of any work to be done by
the Landlord under this Agreement to render the Leased Property ready for
occupancy by Tenant (subject to Landlord’s obligations under Section 5.1.2(b) or
with respect to any insurance or Condemnation proceeds), or (g) required
to remove any Person occupying the Leased Property or any part thereof, except
if such person claims by, through or under the Successor Landlord.

 

60

 

Tenant
agrees at any time and from time to time to execute a suitable instrument in
confirmation of Tenant’s agreement to attorn, as aforesaid, and Landlord agrees
to provide Tenant with an instrument of nondisturbance and attornment from each
such Superior Mortgagee and Superior Landlord (other than the lessors under any
ground leases with respect to the Leased Property, or any portion thereof) in form
and substance reasonably satisfactory to Tenant.  Notwithstanding the foregoing, any Successor
Landlord shall be liable (a) to pay to Tenant any amounts owed under Section 5.1.2(b),
and (b) to pay to Tenant any portions of insurance proceeds or Awards received
by Landlord or the Successor Landlord required to be paid to Tenant pursuant to
the terms of this Agreement, and, as a condition to any mortgage, lien or lease
in respect of the Leased Property, or any portion thereof, and the
subordination of this Agreement thereto, the mortgagee, lienholder or lessor,
as applicable, shall expressly agree, for the benefit of Tenant, to make such
payments, which agreement shall be embodied in an instrument in form reasonably
satisfactory to Tenant.

 

20.3  Notice
to Mortgagee and Superior Landlord.  Subsequent to the receipt by Tenant of Notice
from Landlord as to the identity of any Property Mortgagee or Superior Landlord
under a lease with Landlord, as ground lessee, which includes the Leased
Property, or any portion thereof, as part of the demised premises and which
complies with Section 20.1 (which Notice shall be accompanied by a
copy of the applicable mortgage or lease), no Notice from Tenant to Landlord as
to a default by Landlord under this Agreement shall be effective with respect
to a Property Mortgagee or Superior Landlord unless and until a copy of the
same is given to such Property Mortgagee or Superior Landlord at the address
set forth in the above described Notice, and the curing of any of Landlord’s
defaults within the applicable notice and cure periods set forth in Article 14
by such Property Mortgagee or Superior Landlord shall be treated as performance
by Landlord.

 

ARTICLE 21

 

ADDITIONAL
COVENANTS OF LANDLORD AND TENANT

 

21.1  Prompt
Payment of Indebtedness.  Tenant shall (a) pay or cause to be paid
when due all payments of principal of and premium and interest on Tenant’s
Indebtedness for money borrowed and shall not permit or suffer any such
Indebtedness to become or remain in default beyond any applicable grace or cure
period, (b) pay or cause to be paid when due all lawful claims for labor

 

61

 

and rents with respect to
the Leased Property, (c) pay or cause to be paid when due all trade
payables and (d) pay or cause to be paid when due all other of Tenant’s
Indebtedness upon which it is or becomes obligated, except, in each case, other
than that referred to in clause (a), to the extent payment is being contested
in good faith by appropriate proceedings in accordance with Article 8
and if Tenant shall have set aside on its books adequate reserves with respect
thereto in accordance with GAAP, if appropriate, or unless and until
foreclosure, distraint sale or other similar proceedings shall have been commenced.

 

21.2  Conduct
of Business.  Tenant shall
not engage in any business other than the leasing and operation of the Leased
Property (including any incidental or ancillary business relating thereto) and
shall do or cause to be done all things necessary to preserve, renew and keep
in full force and effect and in good standing its legal existence and its
rights and licenses necessary to conduct such business.

 

21.3  Maintenance
of Accounts and Records.  Tenant shall keep true records and books of
account of Tenant in which full, true and correct entries will be made of
dealings and transactions in relation to the business and affairs of Tenant in
accordance with GAAP.  Tenant shall apply
accounting principles in the preparation of the financial statements of Tenant
which, in the judgment of and the opinion of its independent public
accountants, are in accordance with GAAP, where applicable, except for changes
approved by such independent public accountants.  Tenant shall provide to Landlord either in a
footnote to the financial statements delivered under Section 17.2
which relate to the period in which such change occurs, or in separate
schedules to such financial statements, information sufficient to show the
effect of any such changes on such financial statements.

 

21.4  Notice
of Litigation, Etc.  Tenant
shall give prompt Notice to Landlord of any litigation or any administrative
proceeding to which it may hereafter become a party of which Tenant has notice
or actual knowledge which involves a potential liability equal to or greater
than Two Hundred Fifty Thousand Dollars ($250,000) or which may otherwise
result in any material adverse change in the business, operations, property,
prospects, results of operation or condition, financial or other, of Tenant.  Forthwith upon Tenant obtaining knowledge of
any Default, Event of Default or any default or event of default under any
agreement relating to Indebtedness for money borrowed in an aggregate amount
exceeding, at any one time, Two Hundred

 

62

 

Fifty Thousand Dollars
($250,000), or any event or condition that would be required to be disclosed in
a current report filed by Tenant on Form 8-K or in Part II of a
quarterly report on Form 10-Q if Tenant were required to file such reports
under the Securities Exchange Act of 1934, as amended, Tenant shall furnish
Notice thereof to Landlord specifying the nature and period of existence
thereof and what action Tenant has taken or is taking or proposes to take with
respect thereto.

 

21.5  Indebtedness
of Tenant.  Tenant shall
not create, incur, assume or guarantee, or permit to exist, or become or remain
liable directly or indirectly upon, any Indebtedness except the following:

 

(a)           Indebtedness of Tenant to Landlord;

 

(b)           Indebtedness of Tenant for Impositions, to the extent that
payment thereof shall not at the time be required to be made in accordance with
the provisions of Article 8;

 

(c)           Indebtedness of Tenant in respect of judgments or awards (i) which
have been in force for less than the applicable appeal period and in respect of
which execution thereof shall have been stayed pending such appeal or review,
or (ii) which are fully covered by insurance payable to Tenant, or (iii) which
are for an amount not in excess of $250,000 in the aggregate at any one time
outstanding and (x) which have been in force for not longer than the
applicable appeal period, so long as execution is not levied thereunder or (y) in
respect of which an appeal or proceedings for review shall at the time be
prosecuted in good faith in accordance with the provisions of Article 8,
and in respect of which execution thereof shall have been stayed pending such
appeal or review;

 

(d)           unsecured borrowings of Tenant from its Affiliated Persons
which are by their terms expressly subordinate pursuant to a Subordination
Agreement to the payment and performance of Tenant’s obligations under this
Agreement; or

 

(e)           Indebtedness for purchase money financing in accordance
with Section 21.8(a) and other operating liabilities incurred
in the ordinary course of Tenant’s business;

 

(f)            Indebtedness of Tenant as guarantor or borrower secured
by Liens permitted under Section 21.8(c); or

 

63

 

 

(g)           A guaranty of TA’s obligations under its revolving line of
credit and for any privately placed or publicly issued debt.

 

21.6  Distributions,
Payments to Affiliated Persons, Etc.   Tenant shall not declare, order, pay or make,
directly or indirectly, any Distributions or any payment to any Affiliated
Person of Tenant (including payments in the ordinary course of business) or set
apart any sum or property therefor, or agree to do so, if, at the time of such
proposed action, or immediately after giving effect thereto, any Event of
Default shall have occurred and be continuing. 
Otherwise, as long as no Event of Default shall have occurred and be
continuing, Tenant may make Distributions and payments to Affiliated Persons; provided,
however, that any such payments shall at all times be subordinate to
Tenant’s obligations under this Agreement.

 

21.7  Prohibited
Transactions.  Tenant
shall not permit to exist or enter into any agreement or arrangement whereby it
engages in a transaction of any kind with any Affiliated Person as to Tenant or
any Guarantor, except on terms and conditions which are commercially
reasonable.

 

21.8  Liens
and Encumbrances.  Except
as permitted by Article 7 and Section 21.5, Tenant
shall not create or incur or suffer to be created or incurred or to exist any
Lien on this Agreement or any of Tenant’s assets, properties, rights or income,
or any of its interest therein, now or at any time hereafter owned, other than:

 

(a)           Security interests securing the purchase price of
equipment or personal property whether acquired before or after the
Commencement Date; provided, however, that (i) such Lien
shall at all times be confined solely to the asset in question and (ii) the
aggregate principal amount of Indebtedness secured by any such Lien shall not
exceed the cost of acquisition or construction of the property subject thereto;

 

(b)           Permitted Encumbrances;

 

(c)           Security interests in
Accounts or Chattel Paper, in Support Obligations, General Intangibles or
Deposit Accounts relating to such Accounts or Chattel Paper, in any Instruments
or Investment Property evidencing or arising from such Accounts or Chattel
Paper, in any documents, books, records or other information (including,
without limitation, computer programs, tapes, discs, punch cards, data
processing software and related

 

64

 

property and rights)
maintained with respect to any property described in this Section 21.8(c) or
in any Proceeds of any of the foregoing (capitalized terms used in this Section 21.8(c) without
definition being used as defined in or for purposes of Article 9 of the
Uniform Commercial Code as in effect in the Commonwealth of Massachusetts); or

 

(d)           As permitted pursuant to Section 21.5.

 

21.9  Merger;
Sale of Assets; Etc.   Without Landlord’s prior written consent
(which consent may be given or withheld in Landlord’s sole discretion), Tenant
shall not (i) sell, lease (as lessor or sublessor), transfer or otherwise
dispose of, or abandon, all or any material portion of its assets (including
capital stock or other equity interests) or business to any Person, (ii) merge
into or with or consolidate with any other Entity, or (iii) sell, lease
(as lessor or sublessor), transfer or otherwise dispose of, or abandon, any
personal property or fixtures or any real property; provided, however,
that, notwithstanding the provisions of clause (iii) preceding, Tenant may
dispose of equipment or fixtures which have become inadequate, obsolete,
worn-out, unsuitable, undesirable or unnecessary, provided substitute equipment
or fixtures having equal or greater value and utility (but not necessarily
having the same function) have been provided.

 

21.10  Bankruptcy
Remote Entities.  At
Landlord’s request, Tenant shall make such amendments, modifications or other
changes to its charter documents and governing bodies (including, without
limitation, Tenant’s board of directors), and take such other actions, as may
from time to time be necessary to qualify Tenant as a “bankruptcy remote entity”,
provided  that Landlord shall reimburse Tenant for all costs and
expenses reasonably incurred by Tenant in connection with the making of such
amendments or modifications.

 

21.11  Trade
Area Restriction.  Notwithstanding anything to the contrary in
this Agreement, neither Tenant nor any Affiliated Person of Tenant shall
acquire, own, franchise, finance, lease, manage, operate or open any Travel
Center or similar business (other than any Travel Center leased to Tenant or
any Affiliated Person of Tenant by Landlord or any Affiliated Person of
Landlord) within seventy-five (75) miles in either direction along the primary
interstate on which any Property is located without Landlord’s consent, which
consent may be given or withheld in Landlord’s sole discretion.

 

65

 

ARTICLE 22

 

ARBITRATION

 

Landlord
or Tenant may elect to submit any dispute hereunder that has an amount in
controversy in excess of $250,000 to arbitration hereunder.  Any such arbitration shall be conducted in
Boston, Massachusetts in accordance with the Commercial Arbitration Rules of
the American Arbitration Association then pertaining and the decision of the
arbitrators with respect to such dispute shall be binding, final and conclusive
on the parties.

 

In
the event Landlord or Tenant shall elect to submit any such dispute to
arbitration hereunder, Landlord and Tenant shall each appoint and pay all fees
of a fit and impartial person as arbitrator with at least ten (10) years’
recent professional experience in the general subject matter of the
dispute.  Notice of such appointment
shall be sent in writing by each party to the other, and the arbitrators so
appointed, in the event of their failure to agree within thirty (30) days after
the appointment of the second arbitrator upon the matter so submitted, shall
appoint a third arbitrator.  If either
Landlord or Tenant shall fail to appoint an arbitrator, as aforesaid, for a
period of twenty (20) days after written notice from the other party to make
such appointment, then the arbitrator appointed by the party having made such
appointment shall appoint a second arbitrator and the two (2) so appointed
shall, in the event of their failure to agree upon any decision within thirty
(30) days thereafter, appoint a third arbitrator.  If such arbitrators fail to agree upon a
third arbitrator within forty five (45) days after the appointment of the
second arbitrator, then such third arbitrator shall be appointed by the
American Arbitration Association from its qualified panel of arbitrators, and
shall be a person having at least ten (10) years’ recent professional
experience as to the subject matter in question.  The fees of the third arbitrator and the
expenses incident to the proceedings shall be borne equally between Landlord
and Tenant, unless the arbitrators decide otherwise.  The fees of respective counsel engaged by the
parties, and the fees of expert witnesses and other witnesses called for the
parties, shall be paid by the respective party engaging such counsel or calling
or engaging such witnesses.

 

The
decision of the arbitrators shall be rendered within thirty (30) days after
appointment of the third arbitrator. 
Such decision shall be in writing and in duplicate, one

 

66

 

counterpart
thereof to be delivered to Landlord and one to Tenant.  A judgment of a court of competent
jurisdiction may be entered upon the award of the arbitrators in accordance
with the rules and statutes applicable thereto then obtaining.

 

ARTICLE 23

 

MISCELLANEOUS

 

23.1  Limitation
on Payment of Rent.  All
agreements between Landlord and Tenant herein are hereby expressly limited so
that in no contingency or event whatsoever, whether by reason of acceleration
of Rent, or otherwise, shall the Rent or any other amounts payable to Landlord
under this Agreement exceed the maximum permissible under applicable law, the
benefit of which may be asserted by Tenant as a defense, and if, from any
circumstance whatsoever, fulfillment of any provision of this Agreement, at the
time performance of such provision shall be due, shall involve transcending the
limit of validity prescribed by law, or if from any circumstances Landlord
should ever receive as fulfillment of such provision such an excessive amount,
then, ipso  facto, the amount which would be excessive shall be
applied to the reduction of the installment(s) of Minimum Rent next due
and not to the payment of such excessive amount.  This provision shall control every other
provision of this Agreement and any other agreements between Landlord and
Tenant.

 

23.2  No
Waiver.  No failure by
Landlord or Tenant to insist upon the strict performance of any term hereof or
to exercise any right, power or remedy consequent upon a breach thereof, and no
acceptance of full or partial payment of Rent during the continuance of any
such breach, shall constitute a waiver of any such breach or of any such
term.  To the maximum extent permitted by
law, no waiver of any breach shall affect or alter this Agreement, which shall
continue in full force and effect with respect to any other then existing or
subsequent breach.

 

23.3  Remedies
Cumulative.  To the
maximum extent permitted by law, each legal, equitable or contractual right,
power and remedy of Landlord or Tenant, now or hereafter provided either in
this Agreement or by statute or otherwise, shall be cumulative and concurrent
and shall be in addition to every other right, power and remedy and the
exercise or beginning of the exercise by Landlord or Tenant (as applicable) of
any one or more of such rights, powers and remedies shall not preclude the

 

67

 

simultaneous or
subsequent exercise by Landlord of any or all of such other rights, powers and
remedies.

 

23.4  Severability.
 Any clause, sentence, paragraph,
section or provision of this Agreement held by a court of competent
jurisdiction to be invalid, illegal or ineffective shall not impair, invalidate
or nullify the remainder of this Agreement, but rather the effect thereof shall
be confined to the clause, sentence, paragraph, section or provision so held to
be invalid, illegal or ineffective, and this Agreement shall be construed as if
such invalid, illegal or ineffective provisions had never been contained
therein.

 

23.5  Acceptance
of Surrender.  No
surrender to Landlord of this Agreement or of the Leased Property or any part
thereof, or of any interest therein, shall be valid or effective unless agreed
to and accepted in writing by Landlord and no act by Landlord or any representative
or agent of Landlord, other than such a written acceptance by Landlord, shall
constitute an acceptance of any such surrender.

 

23.6  No
Merger of Title.  It is
expressly acknowledged and agreed that it is the intent of the parties that
there shall be no merger of this Agreement or of the leasehold estate created
hereby by reason of the fact that the same Person may acquire, own or hold,
directly or indirectly, this Agreement or the leasehold estate created hereby
and the fee estate or ground landlord’s interest in the Leased Property.

 

23.7  Conveyance
by Landlord.  If Landlord
or any successor owner of all or any portion of the Leased Property shall
convey all or any portion of the Leased Property in accordance with the terms
hereof other than as security for a debt, and the grantee or transferee of such
of the Leased Property shall expressly assume all obligations of Landlord
hereunder arising or accruing from and after the date of such conveyance or
transfer, Landlord or such successor owner, as the case may be, shall thereupon
be released from all future liabilities and obligations of Landlord under this
Agreement with respect to such of the Leased Property arising or accruing from
and after the date of such conveyance or other transfer and all such future
liabilities and obligations shall thereupon be binding upon the new owner.

 

23.8  Quiet
Enjoyment.  Tenant shall
peaceably and quietly have, hold and enjoy the Leased Property for the Term,
free of hindrance or molestation by Landlord or anyone claiming by, through or
under Landlord, but subject to (a) any Encumbrance

 

68

 

permitted under Article 20
or otherwise permitted to be created by Landlord hereunder, (b) all
Permitted Encumbrances, (c) liens as to obligations of Landlord that are
either not yet due or which are being contested in good faith and by proper
proceedings, provided the same do not materially interfere with Tenant’s
ability to operate any Travel Center and (d) liens that have been consented
to in writing by Tenant.  Except as
otherwise provided in this Agreement, no failure by Landlord to comply with the
foregoing covenant shall give Tenant any right to cancel or terminate this
Agreement or abate, reduce or make a deduction from or offset against the Rent
or any other sum payable under this Agreement, or to fail to perform any other
obligation of Tenant hereunder.

 

23.9  No
Recordation.  Neither
Landlord nor Tenant shall record this Agreement.

 

23.10  Notices.

 

(a)           Any and all notices, demands, consents, approvals, offers,
elections and other communications required or permitted under this Agreement
shall be deemed adequately given if in writing and the same shall be delivered
either in hand, by telecopier with written acknowledgment of receipt, or by
mail or Federal Express or similar expedited commercial carrier, addressed to
the recipient of the notice, postpaid and registered or certified with return
receipt requested (if by mail), or with all freight charges prepaid (if by
Federal Express or similar carrier).

 

(b)           All notices required or permitted to be sent hereunder
shall be deemed to have been given for all purposes of this Agreement upon the
date of acknowledged receipt, in the case of a notice by telecopier, and, in
all other cases, upon the date of receipt or refusal, except that whenever
under this Agreement a notice is either received on a day which is not a
Business Day or is required to be delivered on or before a specific day which
is not a Business Day, the day of receipt or required delivery shall
automatically be extended to the next Business Day.

 

(c)           All such notices shall be addressed,

 

if
to Landlord:

 

c/o
Hospitality Properties Trust

400
Centre Street

Newton,
Massachusetts 02458

Attn:  Mr. John G. Murray

Telecopier
No. (617) 969-5730

 

69

 

if
to Tenant:

 

c/o
TravelCenters of America LLC

24601
Center Ridge Road

Westlake,
Ohio 44145

Attn:  Mr. Thomas M. O’Brien

Telecopier
No. (440)808-3301

 

(d)           By notice given as herein provided, the parties hereto and
their respective successors and assigns shall have the right from time to time
and at any time during the term of this Agreement to change their respective
addresses effective upon receipt by the other parties of such notice and each
shall have the right to specify as its address any other address within the
United States of America.

 

23.11  Construction.
 Anything contained in this Agreement
to the contrary notwithstanding, all claims against, and liabilities of, Tenant
or Landlord arising prior to any date of termination or expiration of this
Agreement with respect to the Leased Property shall survive such termination or
expiration.  In no event shall Landlord
be liable for any consequential damages suffered by Tenant as the result of a
breach of this Agreement by Landlord. 
Neither this Agreement nor any provision hereof may be changed, waived,
discharged or terminated except by an instrument in writing signed by the party
to be charged.  All the terms and
provisions of this Agreement shall be binding upon and inure to the benefit of
the parties hereto and their respective successors and assigns. Each term or
provision of this Agreement to be performed by Tenant shall be construed as an
independent covenant and condition.  Time
is of the essence with respect to the provisions of this Agreement.  Tenant hereby acknowledges that the agreement
between Landlord and Tenant to treat this Agreement as a single lease in all
respects was and is of primary importance, and a material inducement, to
Landlord to enter into this Agreement. 
Without limiting the generality of the foregoing, the parties hereto
acknowledge that this Agreement constitutes a single lease of the Leased
Property and is not divisible notwithstanding any references herein to any
individual Property and notwithstanding the possibility that certain individual
Properties may be deleted herefrom pursuant to the express provisions of this
Agreement.

 

23.12  Counterparts;
Headings.  This Agreement
may be executed in two or more counterparts, each of which shall

 

70

 

constitute an original,
but which, when taken together, shall constitute but one instrument and shall
become effective as of the date hereof when copies hereof, which, when taken
together, bear the signatures of each of the parties hereto shall have been
signed.  Headings in this Agreement are
for purposes of reference only and shall not limit or affect the meaning of the
provisions hereof.

 

23.13  Applicable
Law, Etc.  Except as
to matters regarding the internal affairs of Landlord and issues of or
limitations on any personal liability of the shareholders and trustees or
directors of Landlord for obligations of Landlord, as to which the laws of the
State of Maryland shall govern, this Agreement shall be interpreted, construed,
applied and enforced in accordance with the laws of The Commonwealth of
Massachusetts applicable to contracts between residents of Massachusetts which
are to be performed entirely within Massachusetts, regardless of (i) where
this Agreement is executed or delivered; or (ii) where any payment or
other performance required by this Agreement is made or required to be made; or
(iii) where any breach of any provision of this Agreement occurs, or any
cause of action otherwise accrues; or (iv) where any action or other
proceeding is instituted or pending; or (v) the nationality, citizenship,
domicile, principal place of business, or jurisdiction of organization or
domestication of any party; or (vi) whether the laws of the forum
jurisdiction otherwise would apply the laws of a jurisdiction other than
Massachusetts; or (vii) any combination of the foregoing.  Notwithstanding the foregoing, the laws of
the State shall apply to the perfection and priority of liens upon and the
disposition of any Property.

 

23.14  Right to
Make Agreement.  Each
party warrants, with respect to itself, that neither the execution of this
Agreement, nor the consummation of any transaction contemplated hereby, shall
violate any provision of any law, or any judgment, writ, injunction, order or
decree of any court or governmental authority having jurisdiction over it; nor
result in or constitute a breach or default under any indenture, contract,
other commitment or restriction to which it is a party or by which it is bound;
nor require any consent, vote or approval which has not been given or taken, or
at the time of the transaction involved shall not have been given or
taken.  Each party covenants that it has
and will continue to have throughout the term of this Agreement and any
extensions thereof, the full right to enter into this Agreement and perform its
obligations hereunder.

 

71

 

23.15  Attorneys’
Fees.  If any lawsuit or
arbitration or other legal proceeding arises in connection with the
interpretation or enforcement of this Agreement, the prevailing party therein
shall be entitled to receive from the other party the prevailing party’s costs
and expenses, including reasonable attorneys’ fees incurred in connection
therewith, in preparation therefor and on appeal therefrom, which amounts shall
be included in any judgment therein.

 

23.16  Nonliability
of Trustees.  THE DECLARATION OF TRUST ESTABLISHING HPT PSC
PROPERTIES TRUST, A COPY OF WHICH, TOGETHER WITH ALL AMENDMENTS THERETO (THE “DECLARATION”), IS
DULY FILED WITH THE DEPARTMENT OF ASSESSMENTS AND TAXATION OF THE STATE OF
MARYLAND, PROVIDES THAT THE NAME OF SUCH ENTITY REFERS TO THE TRUSTEES UNDER
SUCH DECLARATION COLLECTIVELY AS TRUSTEES, BUT NOT INDIVIDUALLY OR PERSONALLY,
AND THAT NO TRUSTEE, OFFICER, SHAREHOLDER, EMPLOYEE OR AGENT OF SUCH ENTITY
SHALL BE HELD TO ANY PERSONAL LIABILITY, JOINTLY OR SEVERALLY, FOR ANY
OBLIGATION OF, OR CLAIM AGAINST, SUCH ENTITY. 
ALL PERSONS DEALING WITH SUCH ENTITY, IN ANY WAY, SHALL LOOK ONLY
TO THE ASSETS OF SUCH ENTITY FOR THE PAYMENT OF ANY SUM OR THE PERFORMANCE OF
ANY OBLIGATION.

 

72

 

 

IN WITNESS WHEREOF, the parties have executed
this Agreement as a sealed instrument as of the date above first written.

 

	
   

  	
  LANDLORD:

  
	
   

  	
   

  
	
   

  	
  HPT
  PSC PROPERTIES TRUST

  
	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  
	
   

  	
  By:

  	
  /s/
  John G. Murray

  
	
   

  	
   

  	
  John
  G. Murray

  
	
   

  	
   

  	
  President

  
	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  
	
   

  	
  HPT
  PSC PROPERTIES LLC

  
	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  
	
   

  	
  By:

  	
  /s/
  John G. Murray

  
	
   

  	
   

  	
  John
  G. Murray

  
	
   

  	
   

  	
  President

  
	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  
	
   

  	
  TENANT:

  
	
   

  	
   

  
	
   

  	
  PETRO
  STOPPING CENTERS, L.P.

  
	
   

  	
   

  	
   

  
	
   

  	
   

  	
   

  
	
   

  	
  By:

  	
  /s/
  Thomas M. O’Brien

  
	
   

  	
   

  	
  Thomas
  M. O’Brien

  
	
   

  	
   

  	
  President

  

 

 

 

 

EXHIBITS A-1 through A-40

Land

 

[See
attached copies.]

 

 

	
   

  	
  Bucksville
  (MCCalla), AL (#19)

  
	
   

  	
  I-20 &
  I-59 @ Bucksville (Exit 100)

  
	
   

  	
  Bucksville,
  AL

  

 

Exhibit A-1

 

Legal
Description

 

PARCEL I:

 

Begin at the Northeast
corner of the Northwest Quarter of the Southwest Quarter of Section 20,
Township 20 South, Range 5 West, Tuscaloosa County, Alabama, and run in a
Southerly direction along the East line of said Quarter-Quarter section a
distance of 1253.08 feet (1253.61 feet deed) to a point; thence deflect 60 degrees
58 minutes 54 seconds (61 degrees 02 minutes deed) to the right and run in a
Southwesterly direction a distance of 914.24 feet to a point; thence deflect 23 degrees 27 minutes to the right and
run in a Southwesterly direction a distance of 7.60 feet to a point on the
North right of way line of Old Tuscaloosa Highway; thence deflect 13 degrees 04
minutes to the right and run in a Northwesterly direction a distance of 206.83
feet along said right of way to a point on the right of way acquired for Interstate
59; thence deflect 2 degrees 02 minutes 30 seconds to the right and run in a
Northwesterly direction along said Interstate 59 a distance of 411.38 feet to a
point; thence deflect 90 degrees 48 minutes to the right and run in a
Northeasterly direction along said Interstate 59 right of way a distance of
60.05 feet to a point; thence deflect 87 degrees 45 minutes to the left and run
in a Northwesterly direction a distance of 292.45 feet along the right of way
of Interstate 59 to a point; thence deflect 46 degrees 25 minutes 45 seconds to
the right and run in a Northwesterly direction a distance of 128.50 feet along
the right of way of Interstate 59 to a point; thence deflect 55 degrees 57
minutes 30 seconds to the right and run in a Northeasterly direction a distance
of 697.10 feet along the right of way of Interstate 59 to a point; thence
deflect 8 degrees 33 minutes 30 seconds to the right and run in a Northeasterly
direction a distance of 205.20 feet along the right of way of Interstate 59 to
a point; thence deflect 11 degrees 44 minutes to the right and run in a
Northeasterly direction a distance of 131.88 feet along the right of way of
Interstate 59 to the Point of Beginning of a curve to the right having a
central angle of 5 degrees 28 minutes 51 seconds and a radius of 7489.49 feet,
and an arc of 716.42 feet; thence continue in a Northeasterly direction along
the arc of said curve and along said Interstate 59 right of way a distance of
716.42 feet, more or less, to a point of intersection of said right of way
curve with the North line of said Quarter-Quarter section; thence deflect 39
degrees 42 minutes 09 seconds to the right from the tangent of last described
curve and run along the North line of said Quarter-Quarter section in an
Easterly direction a distance of 724.90 feet, more or less, to the point of
Beginning. LESS AND EXCEPT MINERAL AND MINING RIGHTS.

 

PARCEL II:

 

EASEMENT DESCRIPTION:

 

A twenty (20”) foot wide
easement, ten (10’) feet either side of the herein described centerline:

 

Commence at the Northwest
corner of the Northeast Quarter of the Southwest Quarter of Section 20,
Township 20 South, Range 5 West, Jefferson County, Alabama, and run on a
bearing of South 00 degrees 00 minutes 54 seconds East along the West line of
said Quarter-Quarter section a distance of 258.24 feet to the Point of
Beginning of the herein described twenty foot easement centerline; thence
continue along the following bearings and distances; run North 89 degrees 05
minutes 27.2 seconds East a distance of 42.76 feet to a point; thence run North
45 degrees 41 minutes 28.4 seconds East a distance of 108.86 feet to a point;
thence run North 53 degrees 27 minutes 52.4 seconds East a distance of 110.01
feet to a point; thence run North 78 degrees 21 minutes 59.6 seconds East a
distance of 24.58 feet to a point; thence run South 68 degrees 45 minutes 07.7
seconds East a distance of 119.63 feet to a point; thence run North 74 degrees
36 minutes 18.3 seconds East a distance of 50.91 feet to a point; thence run
North 71 degrees 50 minutes 58.8 seconds East a distance of 65.67 feet to a
point; thence run South 79 degrees 32 minutes 43.0 seconds East a distance of
42.44 feet to a point; thence run North 70 degrees 29 minutes 06.9 seconds East
a distance of 9.57 feet to a point; thence run North 69 degrees 09 minutes 08.3
seconds East a distance of 64.34 feet to a point; thence run South 78 degrees
26 minutes 22.9 seconds East a distance of 69.32 feet to a point; thence run
South 66 degrees 59 minutes 23.9 seconds East a distance of 180.45 feet to a
point; thence run South 85 degrees 13 minutes 34.7 seconds East a distance of
57.41 feet to a point; thence run South 85 degrees 34 minutes 36.9 seconds East
a distance of 60.20 feet to a point; thence run North 64 degrees 33 minutes
25.1 seconds East a distance of 59.63 feet to a point; thence run North 85
degrees 00 minutes 24.7 seconds East a distance of 88.29 feet to a point;
thence run North 62 degrees 51 minutes 05.9 seconds East

 

1

 

a distance of 78.75 feet to
a point; thence run North 86 degrees 28 minutes 57.1 seconds East a distance of
81.53 feet to a point; thence run South 82 degrees 58 minutes 59.1 seconds East
a distance of 101.37 feet to a point; thence run South 75 degrees 33 minutes
03.1 seconds East a distance of 104.86 feet to a point; thence run Northh 86
degrees 53 minutes 06.5 seconds East a distance of 36.73 feet to a point;
thence run North 58 degrees 49 minutes 39.9 seconds East a distance of 86.84
feet to a point; thence run North 58 degrees 29 minutes 09.7 seconds East a
distance of 155.36 feet to a point; thence run North 61 degrees 25 minutes 16.5
seconds East a distance of 88.42 feet to a point; thence run South 42 degrees
12 minutes 29.8 seconds East a distance of 139.08 feet to a point; thence run
North 48 degrees 30 minutes 03.2 seconds East a distance of 46.93 feet to a
point; thence run North 68 degrees 08 minutes 22.0 seconds East a distance of
79.75 feet to a point; thence run North 87 degrees 25 minutes 16.6 seconds East
a distance of 27.89 feet to a point; thence run South 52 degrees 15 minutes 48.0
seconds East a distance of 70.13 feet to a point; thence run South 49 degrees
08 minutes 47.8 seconds East a distance of 98.67 feet to a point; thence run
South 55 degrees 14 minutes 39.0 seconds East a distance of 37.42 feet to a
point; thence run South 47 degrees 08 minutes 38.4 seconds East a distance of
46.55 feet to a point; thence run South 43 degrees 00 minutes 34.6 seconds East
a distance of 30 feet, more or less, said point being a point on the center of
Cooley Creek and the ending point of said easement. LESS AND EXCEPT MINERAL AND
MINING RIGHTS.

 

Situated in Jefferson
County, Alabama, Bessemer Division

 

2

 

	
   

  	
  Eloy, AZ (#6)

  
	
   

  	
  5235 N. Sunland Gin Rd.

  
	
   

  	
  Casa Grande, AZ 86401

  

 

Exhibit A-2

Legal
Description 

 

PARCEL NO.1:

 

That portion of the
Southwest quarter of Section 18, Township 7 South, Range 7 East, of the
Gila and Salt River Base and Meridian, Pinal County, Arizona, described as
follows:

 

Commencing at the Northwest
corner of said Southwest quarter;

 

Thence South 89 degrees 46
minutes 46 seconds East, measured (South 89 degrees 41 minutes 43 seconds East
recorded and South 89 degrees 45 minutes 40 seconds East recorded) along the
North line of said Southwest quarter, a distance of 50.00 feet to the Point of
Beginning;

 

Thence continuing South 89
degrees 46 minutes 46 seconds East, along said North line, a distance of 967.17
feet;

 

Thence South 03 degrees 45
minutes 37 seconds East measured (South 03 degrees 45 minutes 44 seconds East
recorded) a distance of 641.34 feet measured (640.99 feet recorded);

 

Thence South 00 degrees 03
minutes 30 seconds East, parallel to the West line of said Southwest quarter, a
distance of 400.00 feet;

 

Thence South 89 degrees 56
minutes 51 seconds West measured (South 89 degrees 46 minutes 30 seconds West
recorded) a distance of 500.00 feet to an Arizona Department Transportation
aluminum cap, said cap is on the Northeasterly right of way line of the Sunland
Gin Road Interchange;

 

Thence North 51 degrees 06
minutes 46 seconds along said Northeasterly right of way line, a distance of
268.17 feet;

 

Thence South 89 degrees 56
minutes 30 seconds West, along said Northeasterly right of way line, a distance
of 250.00 feet to a point on the Easterly right of way line of Sunland Gin
Road;

 

Thence North 00 degrees 03
minutes 30 seconds West, along said Easterly right of way line, a distance of
226.05 feet measured (224.70 feet recorded);

 

Thence South 89 degrees 56
minutes 30 seconds West along said Easterly right of way line, a distance of
50.00 feet;

 

Thence North 00 degrees 03
minutes 30 seconds West, along said Easterly right of way line, a distance of
650.04 feet to the Point of Beginning;

 

EXCEPT that portion of the
Southwest quarter of Section 18, Township 7 South, Range 7 East, of the
Gila and Salt River Base and Meridian, Pinal County, Arizona, described as
follows:

 

Commencing at the Northwest
corner of said Southwest quarter;

 

Thence South 00 degrees 03
minutes 30 seconds East, along the West line of said Section 18, a
distance of 40.00 feet;

 

Thence South 89 degrees 46
minutes 46 seconds East, measured (South 89 degrees 41 minutes 43 seconds East
recorded and South 89 degrees 45 minutes 00 seconds East recorded) parallel to
the North line of said Southwest quarter, a distance of 50.00 feet to a point
on the East right of way line of Sunland Gin Road, said point being the Point
of Beginning;

 

Thence continuing South 89
degrees 46 minutes 46 seconds East, parallel to the North line of said
Southwest quarter, a distance of 40.00 feet;

 

Thence South 00 degrees 03
minutes 30 seconds East, parallel to the West line of said Section 18, a
distance of 100.00 feet;

 

Thence North 89 degrees 46
minutes 46 seconds West, parallel to said North line, a distance of 40.00 feet
to a point on the East right of way line of Sunland Gin Road;

 

1

 

Thence North 00 degrees 03
minutes 30 seconds West, parallel to said West line of said Section 18,
along the East right of way line of Sunland Gin Road, a distance of 100.00 feet
to the Point of Beginning.

 

PARCEL NO. 2:

 

That portion of the
Southwest quarter of Section 18, Township 7 South, Range 7 East, of the Gila
and Salt River Base and Meridian, Pinal County, Arizona, described as follows:

 

Commencing at the Northwest
corner of said Southwest quarter;

 

Thence South 89 degrees 46
minutes 46 seconds East, measured (South 89 degrees 41 minutes 43 seconds East
recorded and South 89 degrees 45 minutes 00 seconds East recorded) along the
North line of said Southwest quarter, a distance of 1,017.17 feet to the Point
of Beginning;

 

Thence continuing South 89
degrees 46 minutes 46 seconds East, along said North line, a distance of 302.83
feet;

 

Thence South 00 degrees 03
minutes 30 seconds East, parallel to the West line of said Southwest quarter, a
distance of 1,326.00 feet;

 

Thence South 89 degrees 56
minutes 51 seconds West measured (North 89 degrees 46 minutes 30 seconds West
recorded) a distance of 683.96 feet measured (683.99 feet recorded) to an open
pipe, said open pipe is on the Northeasterly right of way line of the Sunland
Gin Road Interchange;

 

Thence North 15 degrees 07
minutes 25 seconds West, along said Northeasterly right of way line, a distance
of 297.71 feet measured (297.92 feet recorded);

 

Thence North 89 degrees 56
minutes 51 seconds East measured (North 89 degrees 46 minutes 30 seconds West
recorded) a distance of 500.00 feet;

 

Thence North 00 degrees 03
minutes 30 seconds West, parallel to the West line of said Southwest quarter, a
distance of 400.00 feet;

 

Thence North 03 degrees 45
minutes 37 seconds West measured (South 03 degrees 45 minutes 44 seconds East
recorded) a distance of 641.34 feet measured (644.99 feet recorded) to the
Point of Beginning;

 

EXCEPT that portion of the
Southwest quarter of Section 18, Township 7 South, Range 7 East, of the
Gila and Salt River Base and Meridian, Pinal County, Arizona, described as
follows:

 

Commencing at the Northwest
corner of said Southwest quarter;

 

Thence South 89 degrees 46
minutes 46 seconds East measured (89 degrees 41 minutes 43 seconds East
recorded and 89 degrees 45 minutes 00 seconds East recorded) along the North
line of said Southwest quarter, a distance of 1320.00 feet;

 

Thence South 00 degrees 03
minutes 30 seconds East, parallel to the West line of said Southwest quarter, a
distance of 365.00 feet to the Point of Beginning;

 

Thence continuing South 00
degrees 03 minutes 30 seconds East, a distance of 280.00 feet;

 

Thence North 89 degrees 46
minutes 46 seconds West, parallel to said North line, a distance of 260.00
feet;

 

Thence North 00 degrees 03
minutes 30 seconds West, parallel to said West line, a distance of 280.00 feet;

 

Thence South 89 degrees 46
minutes 46 seconds East, parallel to said North line, a distance of 260.00 feet
to the Point of Beginning.

 

2

 

Except the South 280 feet of
the North 605 feet of the East 260 feet of the West 1320 feet of the Southwest
quarter of Section 18, Township 7 South, Range 7 East of the Gila and Salt
River Base and Meridian, Pinal County, Arizona.

 

3

 

	
   

  	
  Kingman,
  AZ (#15)

  
	
   

  	
  I-40
  and Blake Ranch Road

  
	
   

  	
  Kingman,
  AZ 86401

  

 

Exhibit A-3

 

Legal
Description

 

PARCEL NO.
l:

 

(A)         Parcel 52, of CEDAR HILLS RANCHES, UNIT 1, as shown on the
Amended Plat recorded September 27,1982 in Book 2 of Parcel Plats,
Pages 7 through 7C, and being a portion of Section 29, Township 21
North, Range 14 West of the Gila and Salt River Base and Meridian, Mohave
County, Arizona;

 

EXCEPT therefrom all coal,
oil, gas and mineral deposits, as reserved in instrument recorded in Book 65 of
Deeds, Page 89, but only from a depth of 100 feet below the surface
thereof, as set forth in instruments recorded in Book 1256 of Official Records,
Page 75 and re-recorded in Book 1274 of Official Records, Page 106.

 

(B)          That portion of Nellie Drive (now abandoned) and the
Southerly portion of Blake Ranch Road (now abandoned), as shown on the plat
recorded March 4, 1988 in Book 3 of Parcel Plats, Page 39 and 39A and
being a portion of Section 29, Township 21 North, Range 14 West of the
Gila and Salt River Base and Meridian, Mohave County, Arizona, being more
particularly described in Book 1673 of Official Records, Page 773;

 

EXCEPT therefrom all coal,
oil, gas and mineral deposits, as reserved in instrument recorded in Book 65 of
Deeds, Page 89.

 

PARCEL NO.
2:

 

(A)           Parcel 74C, as shown on Parcel Plat recorded March 4,
1988 in Book 3 of Parcel Plats, Pages 39 and 39A, and being a portion of
Parcel 74, of CEDAR HILLS RANCHES, UNIT 1, as shown on the Amended Plat
recorded September 27, 1982 in Book 2 of Parcel Plats, Page 7C, being
a portion of Section 29, Township 21 North, Range 14 West of the Gila and
Salt River Base and Meridian, Mohave County, Arizona;

 

EXCEPT therefrom all coal,
oil, gas and mineral deposits, as reserved instrument recorded in Book 65 of
Deeds, Page 89;

 

(B)            The Northerly portion of Blake Ranch Road (now abandoned)
as shown on the Plat recorded March 4, 1988 in Book 3 of Parcel Plats,
Pages 39 and 39A and being a portion of Section 29, Township 21
North, Range 14 West of

 

1

 

EXHIBIT “A”

(Continued)

 

the Gila and Salt River Base
and Meridian, Mohave County, Arizona, being more particularly described in Book
1673 of Official Records, Page 773;

 

EXCEPT therefrom all coal,
oil, gas and mineral deposits, as reserved in instrument recorded in Book 65 of
Deeds, Page 89.

 

2

 

	
   

  	
  N.
  Littlerock, AR (#26)

  3205
  Valentine Road

  N.
  Littlerock, AR 72117

  

 

Exhibit A-4

 

Legal
Description

 

Final Plat,
Lot 1, Petrolube Subdivision, North Little Rock, Pulaski County, Arkansas, and
being shown on plat recorded as Plat No. G-383, records of Pulaski County,
Arkansas.

 

 

 

	
   

  	
  NW. Memphis, AR (#11)

  
	
   

  	
  I-40 & I-55 at Club Road

  
	
   

  	
  W. Memphis, AR

  

 

Exhibit A-5

 

Legal Description - Fee

 

Real
property lying and being situated in the County of Crittenden, State of
Arkansas, and more particularly described as follows:

 

TRACT
I: A tract of land being a part of Lots 1, 2, 3 and 4 of the Petro Subdivision
to the City of West Memphis, Arkansas, as shown by Plat of record in Plat Book
3 Page 216 in the office of the Circuit Court Clerk and Ex-Officio
Recorder, and lying in the Northeast Quarter of Section 9, Township 5
North, Range 9 East, Crittenden County, Arkansas, being more particularly
described as follows: Beginning at a point on the East line of the Northeast
Quarter of said Section 9 that is 210.0 feet North of the Southeast corner
of said Northeast Quarter of Section 9; thence South 89°56’30” West a
distance of 40.5 feet; thence North 00°03’30” West a distance of
100.0 feet; thence South 89°56’30” West a distance of
100.0 feet; thence South 00°03’30” East a distance of
100.0 feet; thence South 89°56’30” West a distance of
159.5 feet; thence South 00°04’55” West a distance of
175.0 feet; thence South 89°56’30” West a distance of
1017.84 feet; thence North 00°15’23” East a distance of
708.23 feet; thence North 74°07’38” East a distance of
224.64 feet; thence South 87°03’30” East a distance of
695.84 feet; thence North 85°85’04” East a distance of
400.0 feet; thence North 01°53’07” East a distance of
182.90 feet to a point on the East line of the Northeast Quarter of said
Section 9; thence South 00°04’55” West a distance of
768.83 feet to the point of beginning. LESS AND Excepting that portion of the
above-described tract which was conveyed by Warranty Deed to the Arkansas State
Highway Commission by deed of record in Book 319 Page 184 in the office of
the Circuit Court Clerk of Crittenden county, Arkansas. Less and Except that
part conveyed in Deed of record in Book 802 at page 809.

 

TRACT
II: A tract of land being a part of Lots 4 and 5 of the Petro Subdivision in
the City of West Memphis, Arkansas, as shown by plat of record in Plat Book 3
Page 216 in the office of the Circuit Court Clerk and Ex-Officio Recorder
and lying in the Northeast Quarter of Section 9, Township 6 North, Range 9
East, Crittenden County, Arkansas, being more particularly described as
follows: Commencing at the Southeast corner of the Northeast Quarter of said
Section 9; thence North 0°04’55” East along the East
line of said Northeast Quarter a distance of 35.00 feet to the point of
beginning, at the Southeast corner of Lot 5 of said Petro Subdivision; thence
continuing North 0°04’55” East a distance of
175.00 feet; thence South 89°56’30” West distance of
40.50 feet; thence North 0°03’30” West a distance of
100.00 feet; thence South 89°56’30” West a distance of
100.0 feet; thence South 0°03’30” East a distance of
100.0 feet; thence South 89°56’30” West a distance of
159.50 feet; thence South 0°04’55” West a distance of
175.00 feet; thence North 89°56’30” East a distance of
300.0 feet to the point of beginning.

 

NOTE:
Tract I herein being the same property conveyed by  Deed of record in Book 792 Page 121 in
Crittenden County, Arkansas, in favor of the Insured; Tract II herein being the
same property conveyed by Deed of record in Book 792 Page 218  in Crittenden County, Arkansas, - in favor of
the Insured.

 

This
commitment is invalid unless the Insuring Provisions and Schedules A and B are
attached.

 

1

 

TRACT III:  A
tract of land lying in the East half of the SE1⁄4 of Section 9, T-6-N,
R-9-E, City of West Memphis, Crittenden County, Arkansas, and being more
particularly described as follows:

 

Beginning at a point on
the East line of SE1⁄4 of said Section 9 that is S 00° 16’ 24” E and 35.0 feet from the Northeast corner of
the SE1⁄4 of Section 9, point also being on the South right-of-way line of Petro
Road, thence S 89° 56’ 30” W along the South right-of-way line of Petro Road a distance
of 1054.53 feet to a point that is on the East right-of-way line of Rival Road,
thence along the East right-of-way line of Rival Road along a curve that breaks
to the left with a radius of 40.0 feet an arc length of 62.83 feet to a point,
thence S 0° 03’ 30” E a
distance of 165.0 feet to a point, thence along a curve to the left with a
radius of 120.21 feet an arc length of 141.21 feet to a point, thence S 67° 21’ 51” E a distance of 104.32 feet to a
point, thence along a curve to the right with a radius of 180.50 feet an arc
length of 213.72 feet to a point, thence S 0° 09’ 37” E a distance of 390.01 feet to the N.W.
corner of Lubricants Property, thence S 65° 36’ 51” E a distance of 147.10 feet, thence  S 68° 09’ 26” E a distance of 266.81 feet, thence S 0° 05’ 34” W a distance of 496.35 feet to
its intersection with the North right-of-way line of I-55, thence along said
right-of-way line S 68° 51’ 10” E a distance of 468.01 feet to a point on the East line of the
SE1⁄4 of Section 9, thence N 0° 05’ 43” W a distance of 945.82 feet, thence N 0° 16’ 24” W a distance of 792.58 feet to
the point of beginning.

 

TRACT IV:         A Tract lying in the SE1⁄4 of Section 9,
T-6-N R-9-E, being all of Lots 2 and 3 of Rival Subdivision, to the City of
West Memphis, as shown by plat recorded in Plat Book 3, Page 321, in the office
of the Circuit Court Clerk & Ex-Officio Recorder of Crittenden County,
Arkansas, and being more particularly described as follows:

 

Beginning at the
Southwest corner of Lot 1 of Rival Subdivision as shown by plat recorded in
Plat Book 3, Page 321, in the office of the Circuit Court Clerk &
Ex-Officio Recorder of Crittenden County, Arkansas; thence N 89° 56’ 30” E along the South line of said
Lot 1 a distance of 385.12 feet to a point on the West right-of-way line of
Rival Road; thence along said right-of-way line along a curve that breaks to
the left with a radius of 180.21 feet an arc length of 150.53 feet; thence S 67° 21’ 51” E a distance of 104.32 feet;
thence along a curve that breaks to the right with a radius of 120.50 feet an
arc length of 141.34 feet; thence S 00° 09’ 37” E a distance of 740.62 feet; thence S 24° 51’ 24” W a distance of 33.11 feet;
thence S 75° 05’ 43” W a
distance of 39.49 feet to a point on the North right-of-way line of Interstate
55; thence N 57° 59’ 16” W along I-55 right-of-way a distance of 141.56 feet; thence N
44° 33’ 24” W a
distance of 213.60 feet; thence N 28° 15’ 37” W a distance of 250.0 feet; thence N 18° 45’ 02” W a distance of 580.0 feet;
thence N 37° 24’ 34” W a
distance of 51.56 feet to the point of beginning.

 

NOTE: Being the same property conveyed to the Insured
by Deed of record in Book 792 Page 223.

 

2

 

	
   

  	
  Corning, CA (#9)

  
	
   

  	
  2151 South Avenue

  
	
   

  	
  Corning, CA 96201

  

 

Exhibit A-6

 

Legal Description

 

Parcel
One:

 

The
South half of Lot 1 in Block 114 of Maywood Colony No. 15, as the same is
shown on the map filed in the office of the County Recorder of the County of
Tehama, State of California, March 20, 1899 in book B of maps, at page 36.

 

Parcel
Two:

 

Lot
2 in Block 114 of Maywood Colony No. 15, as the same is shown on the map
filed in the Tehama County Recorder’s Office, March 20, 1899 in book B of
maps, at page 36.

 

Excepting
therefrom the North 40 feet thereof conveyed to the County of Tehama by deed
recorded October 14, 1966 in book 492, page(s) 142, Official Records.

 

Also
excepting therefrom that portion conveyed to the City of Corning by deed
recorded June 23, 1988 in book 1167, page(s) 171, Official Records,
more particularly described as follows:

 

Commencing
at the southwest corner of Lot 2 of Block 114, Maywood Colony No. 15,
recorded in book “B” of maps, at page 36 in the office of the recorder,
Tehama County, California, as shown on that certain Parcel Map, recorded in the
office of the Tehama County recorder in book 6 of Parcel Maps, at page 116;
thence, South 89° 03’ 12” East, a distance of 50.00 feet, along the South line
of said Lot 2, to the Easterly right-of-way line of Highway 99 West and the
point of beginning for the Parcel herein described; thence, from said point of
beginning North 00° 10’ 17” East, a distance of 165.64 feet, along the Easterly
line of said Highway 99 West, to a point in the face of our at the South side
of a entrance driveway way; thence, South 06° 57’ 23” East, a distance of 7.42
feet along said curb to the beginning of a 105.00-foot radius curve to the
left; thence, along said 105.00-foot radius curve to the left, through a
central angle of 78° 41’ 14”, an arc length of 144.20 feet; thence, South 85°
38’ 37” East, a distance of 22.67 feet; thence, South 00° 53’ 23” West, a distance
of 66.55 feet to the South line of said Lot 2; thence, North 89° 03’ 12” West,
a distance of 119.22 feet along said South line of Lot 2 to said East line of
Highway 99 West and the point of beginning.

 

Parcel
Three:

 

The
North one-half of Lot 1, Block 114, Maywood Colony No. 15, as the same is
shown on the map filed in the Tehama County Recorder’s Office, March 20,
1899, in book B of maps, at page 36.

 

Excepting
therefrom those portions thereof conveyed to the County of Tehama, by deed
recorded December 12, 1966 in book 494, page(s) 91, Official Records,
described as follows:

 

“The
North 40.00 feet of the North one-half of Lot 1, Block 114, Maywood Colony
Number 15, as the same is shown on the map in the office of the County recorder
of the County of Tehama, State of California, March 20, 1899 in book”B” of
maps, at page 36.

 

Also,
beginning at a point on the East line of Lot 1, Block 114, Maywood Colony
Number 15, as the same is shown on the map in the office of the County Recorder
of the County of Tehama, State of California, March 20, 1899 in book “B”
of maps, page 36, that is South 40.00 feet from the Northeast corner of
said Lot 1, said point being the true point of beginning; thence continuing on
and along the East line of said Lot, 40.00 feet; thence Westerly and parallel
to the North line of said Lot 1, 20.00 feet; thence Northwesterly 50.00 feet to
a point which bears West 50.00 feet from the true point of beginning; thence
East and parallel to the North line of said Lot 1, 50.00 feet to the true point
of beginning”.

 

 

	
   

  	
  Ocala (Reddick), FL (#23)

  
	
   

  	
  7401 West Highway 318

  
	
   

  	
  Ocala, FL 32686

  

 

Exhibit A-7

 

Lega1 Description

 

Beginning
at the Northeast corner of the Southwest 1/4 of Section 30, Township 12
South, Range 21 East, Marion County, Florida, thence South 0°17’42” East along
the East boundary of said Southwest 1/4, 1323.01 feet to the Northwest corner
of the South 1/2 of the Southeast 1/4 of said Section; thence North 89°48’05”
East along the North boundary of said South 1/2 of the Southeast 1/4, 1723.65
feet to the Northwest corner of the East 28.48 acres of said South 1/2 of the
Southeast 1/4; thence South 0°50’43” East along the West boundary of said East
28.48 acres of the South 1/2 of the Southeast 1/4, 1328.21 feet to an
intersection with the North right of way line of County Road No. C-318 (66 feet
wide), said point being on a non-tangent curve concave to the South and having
a radius of 1919.71 feet; thence Westerly along and with the arc of said right
of way curve a chord bearing and distance of South 76°17’57” West, 119.97 feet
to the point of tangency; thence continue along said right of way line South
74°30’31” West, 65.18 feet to the point of curvature of a curve concave to the
Southeast and having a radius of 1800.68 feet; thence Southwesterly along and
with the arc of said curve a chord bearing and distance of South 66°27’31”
West, 504.32 feet to the point of tangency; thence South 58°24’37” West, 12.07
feet to the point of a curvature of a curve concave to the Southeast and having
a radius of 1727.91 feet; thence Southwesterly along and with the arc of said
curve a chord bearing and distance of South 50°01’06” West, 504.28 feet to the
point of tangency; thence South 41°37’39” West, 271.06 feet to the point of a
curvature of a curve concave to the Northwest and having a radius of 2358.71
feet; thence Southwesterly along and with the arc of said curve a chord bearing
and distance of South 44°22’56” West, 226.73 feet; thence departing from said
North right of way line curve on a non-tangent line North 39°45’45” West,
257.13 feet; thence South 50°05’10” West, 200.00 feet to an intersection with
the Easterly right of way line of Interstate 75; thence North 33°04’26” West
along said Easterly right of way line, 168.41 feet to the point of curvature of
a curve concave to the Southwest and having a radius of 1719.02 feet; thence
Northwesterly along and with the arc of said curve a chord bearing and distance
of North 38°32’57” West, 328.05 feet to the point of tangency; thence North
44°01’29” West, 244.16 feet to the point of curvature of a curve concave to the
Northeast and having a radius of 1555.02 feet; thence Northwesterly along and
with the arc of said curve a chord bearing and distance of North 38°32’58”
West, 296.76 feet to the point of tangency; thence North 33°04’26” West, 72.14
feet to an intersection with the South boundary of aforesaid Southwest 1/4;
thence continue North 33°04’26” West, along said Easterly right of way line,
3143.24 feet to an intersection with the North boundary of said Southwest 1/4;
thence departing from said Easterly right of way line North 89°33’15” East
along said North boundary 2350.59 feet to the point of beginning.

 

 

	
   

  	
  Atlanta, GA (#22)

  
	
   

  	
  3181 Bankhead Highway

  
	
   

  	
  Atlanta,
  GA 30318

  

 

Exhibit A-8

 

Legal Description

 

ALL
THAT TRACT OR PARCEL OF LAND, lying and being in Land Lots 258, 260 and 261 of
the 17th District, Fulton County, Georgia, and being more particularly
described as follows:

 

TO
ESTABLISH THE TRUE POINT OF BEGINNING, commence at a point common to Land Lots
258, 259, 260 and 261, and thence run North 87 degrees 53 minutes 31 seconds
West, along the southerly line of Land Lot 261, a distance of 489.36 feet to
the westerly right-of-way of Watts Road (a 50-foot right-of-way), the TRUE
POINT OF BEGINNING; thence continue along the said southerly line of Land Lot
261 and run North 87 degrees 53 minutes 31 seconds West a distance of 225.97
feet to a point, and continuing along said southerly line of Land Lot 261, run
North 88 degrees 11 minutes 06 seconds West a distance of 213.60 feet to a
point; thence run South 03 degrees 28 minutes 03 seconds West a distance of
887.83 feet to a point; thence run South 01 degree 47 minutes 28 seconds West a
distance of 222.27 feet to a point on the northerly right-of-way of Bankhead
Highway (U.S. #78) (a 70-foot right-of-way); thence run in a westerly direction
along the northerly right-of-way of Bankhead Highway the following courses,
bearings and distance: North 48 degrees 28 minutes 13 seconds West a distance
of 62.70 feet to a point; North 51 degrees 10 minutes 47 seconds West a
distance of 44.41 feet to a point; North 51 degrees 58 minutes 23 seconds West
a distance of 70.52 feet to a point; North 54 degrees 15 minutes 07 seconds
West a distance of 35.39 feet to a point; North 55 degrees 53 minutes 55
seconds West a distance of 46.20 feet to a point; North 58 degrees 50 minutes
04 seconds West a distance of 121.93 feet to a point; North 62 degrees 40
minutes 01 second West a distance of 66.78 feet to a point; North 64 degrees 01
minute 53 seconds West a distance of 77.87 feet to a point; North 66 degrees 44
minutes 17 seconds West a distance of 51.48 feet to a point; North 68 degrees
14 minutes 04 seconds West a distance of 28.87 feet to a point; North 69
degrees 42 minutes 31 seconds West a distance of 82.82 feet to a point, and run
North 71 degrees 50 minutes 23 seconds West a distance of 96.85 feet to a
point; thence leaving the northerly right-of-way of Bankhead Highway and run
North 41 degrees 58 minutes 03 seconds East a distance of 169.17 feet to an
iron pin found; thence run North 51 degrees 48 minutes 06 seconds West a
distance of 302.46 feet to a point on the entrance ramp of I-285 (North);
thence run along the easterly right-of-way of the entrance ramp of I-285
(North), North 21 degrees 28 minutes 58 seconds East a distance of 370.63 feet
to a point; thence run North 26 degrees 59 minutes 14 seconds East a distance
of 353.21 feet to a point; thence run along the easterly right-of-way of I-285
(a 300-foot right-of-way) with the following courses, bearings and distance:
North 40 degrees 09 minutes 32 seconds East a distance of 95.16 feet to a
point; North 41 degrees 31 minutes 55 seconds East a distance of 185.35 feet to
an iron pin found; North 41 degrees 31 minutes 55 seconds East a distance of
221.13 feet to a concrete right-of-way monument found; North 21 degrees 47
minutes 39 seconds East a distance of 307.95 feet to a concrete right-of-way
monument found; North 34 degrees 44 minutes 24 seconds East a distance of 93.73
feet to a point; North 34 degrees 44 minutes 24 seconds East a distance of
200.35 feet to a concrete right-of-way monument found and which for the purpose
herein is reference point “A”; thence run along a 3,014.79-foot radius curve
having a 1,118.44-foot arc (passing a concrete right-of-way monument found) to
an iron pin found (and which for the purpose herein is reference point “B”;
from reference point “A” to reference point “B”, said are being subtended by a
chord bearing of North 24 degrees 08 minutes 39 seconds East a distance of
1,112.04 feet; thence leaving said easterly right-of-way of I-285 and run South
89 degrees 09 minutes 07 seconds East a distance of 443.31 feet to an iron pin
found on the easterly line of Land Lot 261 (said iron pin found being North 00
degrees 02 minutes 18 seconds West a distance of 839.98 feet from the north
right-of-way of Northwest Drive (a 50-foot right-of-way {an iron pin found});
thence run South 00 degrees 16 minutes 45 seconds West (passing an iron pin
found 1-in. rod on property line) a distance of 190.87 feet to a point; thence
leaving said easterly line of Land Lot 261 and run South 67 degrees 03 minutes
38 seconds East a distance of 175.36 feet to a point; thence run North 44
degrees 46 minutes 45 seconds East a distance of 233.35 feet to a point; thence
run South 22 degrees 07 minutes 09 seconds East a distance of 70.03 feet to a
point; thence run South 40 degrees 23 minutes 11 seconds East a distance of
160.85 feet to a point; thence run South 40 degrees 23 minutes 11 seconds East
a distance of 19.12 feet at a point within this right-of-way of Watts Road (a
30-foot right-of-way); thence run along and with said Watts Road with the
following chord, courses and distances: South 54 degrees 35 minutes 12 seconds
West a distance of 101.43 feet to a point; South 31 degrees 14 minutes 00
seconds West a distance of 41.52 feet to a point; South 18 degrees 42 minutes
07 seconds West a distance of 146.28 feet to a point; South 21 degrees 31
minutes 03 seconds West a distance of 54.76 feet to a point; South 23 degrees
37 minutes 15 seconds West a distance of 48.71 feet to a point; South 24
degrees 22 minutes 17 seconds West a distance of 46.15 feet to a point; South
03 degrees 41 minutes 13 seconds East a distance of 75.87 feet to a point;
South 30

 

1

 

Exhibit “A’ CONTINUED

 

degrees
48 minutes 13 seconds East a distance of 98.18 feet to a point; South 37
degrees 00 minutes 44 seconds East a distance of 221.74 feet to a point; South
40 degrees 46 minutes 42 seconds West a distance of 169.03 feet to a point;
South 43 degrees 42 minutes 18 seconds West a distance of 95.23 feet to a
point; South 48 degrees 34 minutes 14 seconds West a distance of 90.58 feet to
a point; South 44 degrees 49 minutes 34 seconds West a distance of 46.94 feet
to a point; South 42 degrees 50 minutes 21 seconds West a distance of 107.30
feet to a point; South 45 degrees 19 minutes 05 seconds West a distance of
48.03 feet to a point; South 53 degrees 42 minutes 10 seconds West a distance
of 44.89 feet to a point; South 58 degrees 54 minutes 19 seconds West a
distance of 38.66 feet to a point; South 58 degrees 54 minutes 19 seconds West
a distance of 40.46 feet to a point; South 56 degrees 20 minutes 58 seconds
West a distance of 54.83 feet to a point; South 48 degrees 16 minutes 33
seconds West a distance of 57.11 feet to a point, and South 33 degrees 04
minutes 05 seconds West a distance of 116.44 feet to a point; South 33 degrees
05 minutes 49 seconds West a distance of 50.60 feet to a point; South 33
degrees 04 minutes 05 seconds West a distance of 25.21 feet to a point; South
25 degrees 17 minutes 17 seconds West a distance of 138.93 feet to a point;
North 77 degrees 01 minute 13 seconds West a distance of 12.54 feet to a point
on the north right-of-way of Watts Road (a 50-foot right-of-way); thence along
said right-of-way of Watts Road (a 50-foot right-of-way) South 27 degrees 17
minutes 10 seconds West a distance of 147.19 feet to a point; thence run along
a 1,447.65-foot radius curve having a 105.49-foot arc, subtended by a chord
bearing of South 29 degrees 21 minute 05 seconds West a distance of 105.46 feet
to a point, and South 31 degrees 27 minutes 40 seconds West a distance of
142.20 feet to the True Point of Beginning; containing 66.4468 acres (2,894,432
sq. ft.) plus acreage of Legion Drive being 0.4260 acres (18,555 sq. ft.) being
an aggregate total of 66.8728 acres (2,912,987 sq. ft.); as shown on that
certain As-Built Survey dated February 5, 1992-for: Roadside, Inc.,
Petro, Inc., Petro PSC Properties, L.P., Petro PSC, L.P., Ticor Title
Insurance Company & Chicago Title Insurance Company, delineated by
Perimeter Surveying Co., Inc., certified by Ken Nutt, Georgia Registered
Land Surveyor.

 

TRACT
II:

 

ALL
THAT TRACT OR PARCEL OF LAND, lying and being in Land Lot 261 of the 17th
District, Fulton County, Georgia, and being more particularly described as
follows:

 

TO
ESTABLISH THE TRUE POINT OF BEGINNING, commence at a point common to Land Lots
258, 259, 260 and 261, and thence run North 87 degrees 53 minutes 31 seconds
West, along the southerly line of Land Lot 261, a distance of 489.36 feet to
the westerly right-of-way of Watts Road, the TRUE POINT OF BEGINNING; thence
continue along the said southerly line of Land Lot 261 and run North 87 degrees
53 minutes 31 seconds West a distance of 226.97 feet to a point, and continuing
along said southerly line of Land Lot 261, run North 88 degrees 11 minutes 06
seconds West a distance of 213.60 feet to a point; thence run South 03 degrees
28 minutes 03 seconds West a distance of 887.83 feet to a point; thence run
South 01 degree 47 minutes 28 seconds West a distance of 222.27 feet to a point
on the northerly right-of-way of Bankhead Highway (U.S. #78) (a 70-foot
right-of-way); thence run in a westerly direction along the northerly
right-of-way of said Bankhead Highway the following courses, bearings and
distances: North 48 degrees 28 minutes 13 seconds West a distance of 62.70 feet
to a point; North 51 degrees 10 minutes 47 seconds West a distance of 44.41
feet to a point; North 51 degrees 58 minutes 23 seconds West a distance of
70.52 feet to a point; North 54 degrees 15 minutes 07 seconds West a distance
of 35.39 feet to a point; North 55 degrees 53 minutes 55 seconds West a
distance of 46.20 feet to a point; North 58 degrees 50 minutes 04 seconds West
a distance of 121.93 feet to a point; North 62 degrees 40 minutes 01 second
West a distance of 66.78 feet to a point; North 64 degrees 01 minute 53 seconds
West a distance of 77.87 feet to a point; North 66 degrees 44 minutes 17
seconds West a distance of 51.48 feet to a point; North 68 degrees 34 minutes
04 seconds West a distance of 28.87 feet to a point; North 69 degrees 42
minutes 31 seconds West a distance of 82.82 feet to a point, and run North 71
degrees 50 minutes 23 seconds West a distance of 96.85 feet to a point; thence
leaving the northerly right-of-way of Bankhead Highway and run North 41 degrees
58 minutes 03 seconds East a distance of 169.17 feet to an iron pin found;
thence run North 51 degrees 48 minutes 06 seconds West a distance of 302.46
feet to a point on the entrance ramp of I-285 (North); thence run along the
easterly right-of-way of the entrance ramp of I-285 (North), North 21 degrees
28 minutes 58 seconds East a distance of 370.63 feet to a point; thence run
North 26 degrees 59 minutes 14 seconds East a distance of 353.21 feet to a
point; thence run along the easterly right-of-way of I-285 (a 300-foot
right-of-way) with the following courses, bearings and distances: North 40
degrees 09 minutes 32 seconds East a distance of 95.16 feet to a point; North
41 degrees 31 minutes 55 seconds East a distance of 185.35 feet to an iron pin
found; North 41 degrees 31 minutes 55 seconds East a distance of 221.13 feet to
a concrete right-of-way monument

 

2

 

found;
North 21 degrees 47 minutes 39 seconds East a distance of 307.95 feet to a
concrete right-of-way monument found; North 34 degrees 44 minutes 24 seconds
East, a distance of 93.73 feet to a point; thence run North 57 degrees 07
minutes 36 seconds West a distance of 300.75 feet (field checked) and a
distance of 300.09 feet by old plat (said plat not specified) to an iron pin
found (1/2 inch re-bar), and being the True Point of Beginning; thence from
said True Point of Beginning run North 57 degrees 01 minute 18 seconds West a
distance of 181.32 feet to an iron pin found (1/2 inch re-bar); thence run
North 31 degrees 24 minutes 52 seconds East a distance of 450.53 feet to the
third iron pin found (1/2 inch re-bar); thence run North 55 degrees 29 minutes
52 seconds West a distance of 180.48 feet to an iron pin found (1/2 inch
re-bar) on the easterly right-of-way of Nash Road (a 40-foot right-of-way); thence
run along said easterly right-of-way of Nash Road, North 33 degrees 34 minutes
56 seconds East a distance of 50.00 feet to an iron pin found (1/2 inch
re-bar); thence leaving said easterly right-of-way of said Nash Road and run
South 55 degrees 29 minutes 52 seconds East a distance of 374.64 feet to an
iron pin found (1/2 inch re-bar) to a point on the westerly right-of-way of
I-285 (a 300-foot right-of-way); thence run along the westerly right-of-way of
I-285 on a 2,714.79-foot radius curve having a 285.60-foot arc subtended by a
chord having a bearing of South 31 degrees 45 minutes 59 seconds West a
distance of 285.47 feet to a concrete right-of-way monument found; thence
continue along said westerly right-of-way of I-285, South 34 degrees 54 minutes
00 seconds West a distance of 209.93 feet to the True Point of Beginning;
containing 2.4158 acres (105,232 S.F.), as shown on that certain As-Built
Survey dated February 5, 1992 for: Roadside, Inc., Petro, Inc.,
Petro PSC Properties, L.P., Petro PSC, L.P., Ticor Title Insurance Company &
Chicago Title Insurance Company, delineated by Perimeter Surveying Co., Inc.,
certified by Ken Nutt, Georgia Registered Land Surveyor.

 

3

 

	
   

  	
  Kingsland, GA (#44)

  
	
   

  	
  1105 E. King Avenue

  
	
   

  	
  Kingsland, GA 31458

  

 

Exhibit A-9

 

Legal Description

 

For
a point of beginning, commence at the Northwest corner of Tract No. 4 of
re-plat for Joseph A. Jones and Peggy Jones (according to Plat recorded by Plat
Cabinet 2, File No. 157-E, public records of said county) and run thence
South 19 degrees 34 minutes 38 seconds West along the Westerly line of said
Tract No. 4, a distance of 290.18 feet to the Southwest corner thereof,
said point lying on the curved Northeasterly Right-of-Way line of Georgia State
Highway No. 40 (a varied Right-of-Way), run thence in a Northwesterly
direction along the arc of a curve in last mentioned Northeasterly Right-of-Way
line, said curve being concave to the Northeast and having a radius of 1774.80
feet, a chord distance of 197.00 feet to the point of tangency, the bearing of
the aforementioned chord being North 61 degrees 27 minutes 22 seconds West; run
thence North 58 degrees 16 minutes 28 seconds West, continuing along last
mentioned Northeasterly Right-of-Way line, a distance of 477.91 feet to a point
where said northeasterly Right-of-Way line intersects this Southeasterly line
of truss plant road (a 60 foot ingress and egress easement by Plat by Brandon
Associates, dated 5-30-84); run thence North 33 degrees 42 minutes 18 seconds
East along last mentioned line, a distance of 153.55 feet to a point of
curvature; run thence in a Northerly direction along the arc of a curve to last
mentioned line, said curve being concave to the West and having a radius of
532.88 feet, a chord distance of 305.61 feet in the point of tangency, the
bearing of the aforementioned chord being North 19 degrees 44 minutes 02
seconds East; run thence North 05 degrees 45 minutes 50 seconds East along last
mentioned line, a distance of 648.73 feet to a point of curvature; run thence
in a Northerly direction along the arc of a curve in the last mentioned line,
said curve being concave to the West and having a radius of 669.14 feet, a
chord distance of 18.70 feet to a point, the bearing of the aforementioned
chord being North 04 degrees 57 minutes 04 minutes East; run thence South 84
degrees 31 minutes 31 seconds East, a distance of 685.25 feet; run thence South
05 degrees 28 minutes 29 seconds West, a distance of 226.09 feet to a point;
run thence South 02 degrees 06 minutes 17 seconds West, a distance of 546.51
feet to a point; run thence South 41 degrees 01 minute 58 seconds West, a
distance of 205.64 feet to the POINT OF BEGINNING.

 

Together
with a non-exclusive, perpetual easement for access (the length of which are of
record in Deed Book 673, Page 187, aforesaid records) in and from the
above described property over, across and through the following described
property.

 

All
that certain land or parcel of land being a position of Truss Road (a 50 foot
wide graded ingress and egress easement by Plat by Brandon Associates, dated
June 30, 1984), City of Kingsland, 180th G.M. District, Camden County,
Georgia, said road lying 30.00 feet (as measured at right angles) each side of
the following described centerline. For point of reference commence at a point
where the Northeasterly Right-of-Way line of Georgia State Highway No. 40
(a varied Right-of-Way) intersects the Southeasterly side of said Truss Plant
Road; and from said point run thence Northeast 68 degrees 16 minutes 20 seconds
West along the aforementioned Northeasterly Right-of-Way line of Georgia State
Highway No. 40, a distance of 30.02 feet to the POINT OF BEGINNING, of
said centerline to be described hereafter.

 

From
the POINT OF BEGINNING, thus described run thence North 53 degrees 30 minutes
11 seconds East, along the centerline of said Truss Plant Road, a distance of
184.82 feet to a point of curvature; run thence in a Northerly direction along
the arc of a curve in last mentioned centerline; said curve being concave to
the West and having a radius of 802.98 feet, a chord

 

1

 

EXHIBIT “A”
Continued...

 

Distance
of 231.12 feet to the point of tangency, the bearing of the aforementioned
chord being North ILLEGIBLE
degrees 44 minutes 02 seconds East; run North 05 degrees 43 minutes ILLEGIBLE seconds East, continuing along last mentioned ILLEGIBLE, a distance of 645.73 feet by a point of
curvature; run thence in a Northerly direction along the arc of a curve in last
mentioned ILLEGIBLE, said curve being concave to
the West and having a radius of ILLEGIBLE feet,
a chord distance of ILLEGIBLE feet
to the terminus point of said centerline described herein ILLEGIBLE
ILLEGIBLE of the aforementioned chord being
North 04 degrees ILLEGIBLE minutes 10 seconds East.

 

2

 

	
   

  	
  Effingham, IL (#21)

  
	
   

  	
  1805 W. Fayette Road

  
	
   

  	
  Effingham, IL 62401

  

 

Exhibit A-10

 

Legal Description

 

(Leasehold)

 

Tr.
#1: Lot 1 of the PETRO SUBDIVISION (reference made to Plat #149-B and Book 909
page 28 in the Recorder’s Office of Effingham County, Illinois),
being a tract of land in the Northwest Fractional Quarter of Section 30,
Township 8 North, Range 6 East of the Third Principal Meridian, Effingham
County, Illinois; being more particularly described as follows: 

 

BEGINNING
on the South line of the North Half of the Northwest Fractional Quarter of
Section 30, Township 8 North, Range 6 East of the Third Principal Meridian,
660.00 feet East of the Southwest corner thereof, being an iron pin found;
Thence, N 01° 04’ 53” W (assumed bearing), to the South line of Federal Aid
Interstate Route 7 (Fayette Avenue) as occupied and monumented, a distance of
1262.33 feet, to an existing concrete right-of-way marker; Thence, S 82° 37’
07” E, along the said South line of Federal Aid Interstate Route 7 (Fayette
Avenue), as occupied and monumented, a distance of 194.00 feet, to an iron pin;
Thence, N 90° 00’ 00” E, along the said South line of Federal Aid Interstate
Route 7 (Fayette Avenue), a distance of 267.64 feet, to an iron pin; Thence,
continuing along said South right-of-way, along a curve to the right, and
tangent to the last described line, having a radius of 1298.46 feet, an arc
length of 303.07 feet, to an existing right-of-way marker; Thence, S 01° 02’
52” E, a distance of 763.32 feet, to an iron pin; Thence, N 89° 52’ 23” E to
the West line of Federal Aid Interstate Route 7, a distance of 385.67 feet, to
an iron bolt; Thence, S 01° 10’ 19” E, along the West line of Federal Aid
Interstate Route 7, a distance of 24.40 feet, to a concrete right-of-way
marker; Thence, S 12° 35’ 13” W, along the West line of Federal Aid Interstate
Route 7, a distance of 423.00 feet, to an iron pin; Thence, S 89° 52’ 23” W, along
the South line of  the North Half of the
Northwest Fractional Quarter of said Section 30, a distance of 61.51 feet, to
an iron pin; Thence, S 12° 35’ 13” W, a distance of 143.50 feet, to an iron
pin; Thence, S 89° 52’ 23” W, parallel with the South line of the North Half of
the Northwest Fractional Quarter of said Section 30 a distance of 1257.09 feet,
to an iron pin; Thence, N 01° 04’ 53” W, to the South line of the North Half of
the Northwest Fractional Quarter of said Section 30, a distance of 140.00 feet,
to an iron pin; Thence, N 89° 52’ 23” E, a distance of 307.32 feet, to the
POINT of BEGINNING.

 

1

 

Tr. #2: An easement for ingress and egress over, in
and upon the following described real estate, to-wit: 30 feet in width adjacent
to and parallel with the Northerly and Easterly boundary lines of the following
described real estate, to-wit:

 

A part of the North Half of the NW Fractional Quarter
of Section 30, Township 8 North, Range 6 East of the Third Principal Meridian,
more particularly described as follows: Beginning at a point 1419.19 feet East
of the Southwest corner of the N/2 of the NW Fr. Quarter of said
Section 30, thence N 89° 52’ 23” E a distance of 286.00 feet to an iron pin,
thence N 12° 35’ 13” E,
a distance of 423.00 feet to a concrete right-if-way marker; thence N 01° 10’ 19” W a distance of 24.40 feet to a
bolt; thence N 01° 27’ 05” W, a distance of 506.39 feet to a concrete right-of-way
marker; thence N 42° 25’ 25” W, a distance of 222.24 feet, to a concrete right-of-way
marker; thence N 65° 02’ 58” W, a distance of 218.25 feet to an iron pin, thence S 90° 00’ 00” W, a distance of 39.00 feet to a
concrete right-of-way marker; thence S 01° 02’ 52” E, a distance of 30.00 feet; thence N 90° 00’ 00” E, a distance of 31.81 feet;
thence S 65° 02’ 58” E,
a distance of 163.50 feet; thence S 25° 36’ 02” W, a distance of 112.00 feet; thence N 64° 23’ 58” W, a distance of 143.81 feet;
thence S 01° 02’ 52” E,
a distance of 1062.54 feet, to the point of beginning; EXCEPTING THEREFROM:

 

Beginning at a point 1419.0 feet East of the Southwest
corner of the N/2 of the NW Fractional Quarter of said Section 30, thence
N 89° 52’ 23” E a
distance of 286.00 feet to an iron pin, thence N 12° 35’ 13” E, a distance of 423.00 feet to a concrete
right-of-way marker; thence N 01° 10’ 19” W, a distance of 24.40 feet to a bolt; thence
S 89° 52’ 23” W,
a distance of 385.67 feet to an iron pin; thence S 01° 02’ 52” E, a distance of
437.08 feet to the point of beginning; as created by a certain Contract,
Sale, Escrow and Plat dated July 17, 1969, recorded in Book 408
page 104 of the Effingham County, Illinois, records;

 

This easement shall be for the benefit of the
following described real estate:

 

A part of the North Half of the Northwest Fractional Quarter of
Section 30, Township 8 North, Range 6 East of the Third Principal
Meridian, more particularly described as follows: Beginning at a point 1419.0
feet East of the Southwest corner of the North Half of the NW Fractional
Quarter of  said Section 30, thence
East 286.0 feet to an iron pin, thence N 13° 57’ E 423.42 feet to a concrete monument, thence N 0° 39’ W 25 feet to an iron pin, thence
West 386.2 feet to an iron pin, thence S 0° 16’ W, a distance of 435.9 feet to the point of
beginning;

 

2

 

	
   

  	
  Exhibit A-11

  	
   

  
	
   

  	
   

  	
  Fremont
  (Angola), IN (#45)

  
	
   

  	
  Legal
  Description

  	
  7265
  N. Baker Road

  
	
   

  	
   

  	
  Fremont, IN
  46737 

  
	
   

  	
  (Leasehold)

  	
   

  

 

TRACT C: (from Deed Record
202, page 552)

 

TRACT ONE: A tract of land
situated in the Southeast Quarter of Section 14, Township 38 North, Range
13 East Jamestown Civil Township, Steuben County, Indiana, and being more
particularly described as follows:

 

Commencing at the Northeast
corner of the Southeast Quarter of said Section 14; thence running South
on the section line 950.29 feet; thence West 30.00 feet to the true POINT OF
BEGINNING; thence continuing west 762.85 feet, called West 771.03 feet in old
deed, to a point on the limited access right-of-way of I-69 highway; thence
following said right-of-way South 17 degrees 18 minutes 26 seconds West 17.27
feet, called South 17 degrees 09 minutes West 16.45 feet in old deed; thence
South 09 degrees 56 minutes 43 seconds West 490.03 feet, called South 05
degrees 29 minutes West 485.30 feet in old deed; thence South 53 degrees 21
minutes 30 seconds East 174.65 feet, called South 53 degrees 54 minutes 40 seconds
East 171.00 feet in old deed; thence South 82 degrees 55 minutes 51 seconds
East 346.52 feet, called South 83 degrees 24 minutes 40 seconds East 342.00
feet in old deed, to the end of the limited access right-of-way; thence South
05 degrees 26 minutes 23 seconds east 60.00 feet to the centerline of New Baker
Road; thence North 80 degrees 02 minutes 10 seconds east 378.64 feet on the
chord of a curve, said curve having a radius of 1145.92 feet and a central
angle of 54 degrees 08 minutes; thence North 608.42 feet back to the true POINT
OF BEGINNING.

 

The above described tract of
land, after field measurements and calculations contains 12.13 acres, more or
less.

 

TRACT D: (from Deed Record
205, page 336)

 

A part of the Southwest
Quarter of Section 13, Township 38 North, Range 13 East, (Jamestown Civil
Township), Steuben County, Indiana, more particularly described as
follows:

 

Commencing at the West
Quarter corner of said Section 13; thence South 00 degrees 59 minutes 40
seconds West along the West line of said Section, 488.63 feet to the TRUE POINT
OF BEGINNING of this description; thence North 90 degrees 00 minutes East, 325.00
feet; thence South 25 degrees 50 minutes 11 seconds East, 268.48 feet; thence
South 00 degrees 59 minutes 40 seconds West parallel to the West line of said
Section, 250.00 feet; thence South 90 degrees 00 minutes West, 253.00 feet; thence
South 00 degrees 59 minutes 40 seconds west parallel to the West line of said Section line
to the centerline of Baker Road, a distance of 445.54 feet; thence
Southwesterly 231.71 feet along the arc of a 1146 radius curve to the right to
the West line of said Section, said arc subtended by a chord bearing South 57
degrees 01 minutes West, 231.32 feet; thence North 00 degrees 59 minutes 40
seconds East along said West line, 1061.13 feet back to the place of beginning,
containing 6.97 acres more or less subject to all legal highway Rights-of Way
and Easements of record.

 

EXCEPTING THEREFROM real
estate described in Document 99-11-0049 and Deed Record 130, page 261 In
the Office of the; Recorder of Steuben County.

 

After said exception, the
above described real estate contains 4.73 acres, more or less.

 

TRACT E: (from Deed Record
212, page 47)

 

A part of Southwest Quarter
of Section 13, Township 38 North, Range 13 East, Jamestown Township, Steuben
County, Indiana described as follows:

 

Commencing at the West
Quarter Corner of said Section 13; thence South 00 degrees 59 minutes 40
seconds West along the West line of said Section, 1549.76 feet to the
centerline of Baker Road; thence Northeasterly 231.71 feet along the arc of a
1146 foot radius curve to the left, said curve subtended by a chord bearing
North 57 degrees 37 minutes 01 seconds East, 231.32 feet to the TRUE POINT OF
BEGINNING of this description; thence North 00 degrees 59 minutes 40 seconds
East, 445.54 feet; thence North 90 degrees 00 minutes East, 253.00 feet; thence
South 00 degrees 59 minutes 40 seconds West, to the centerline of Baker Road, 222.09
feet; thence South 48 degrees 52 minutes 16 seconds West along said centerline,
271.89 feet; thence Southwesterly, 68.57 feet along the arc of a 1146 feet
radius curve to the right, said curve subtended by a chord bearing South 49 degrees
26 minutes 16 seconds West, 68.56 feet to the point of beginning. Excepting
that portion of the above described real estate deeded to the State of Indiana
as shown in Deed Record Volume 130, page 261, Steuben County Recorder’s
Office. The above described contains 1.94 acres total of which 0.40 acres are
road rights-of-way and 1.54 acres, subject to all easements of record.

 

EXCEPTING THEREFROM real
estate described in Document 99-11-0049 in the Office of the Recorder of
Steuben County. After said exception, the above described real estate contains
1.04 acres, more or less.

 

 

	
   

  	
  Exhibit A-12

  	
   

  
	
   

  	
   

  	
  Glendale,
  KY (#30)

  
	
   

  	
   

  	
  554
  W. Glendale Hodgenville Road

  
	
   

  	
  Legal
  Description

  	
  Glendale,
  KY 42740

  
	
   

  	
   

  	
   

  
	
   

  	
  PARCEL ONE

  	
   

  

 

A certain tract of land
located on the northwest corner of the intersection of Interstate 65 and
Kentucky Highway 222 near Glendale in Hardin County, Kentucky and more
particularly described as follows:

 

BEGINNING at a steel fence
post at the Northwest right-of-way intersection of Interstate 65 and Kentucky
Highway 222; thence with said North right-of-way line of Kentucky Highway 222, North
67 degrees 39 minutes 6 seconds West for a distance of 200.54 feet to an
existing iron pin; the true point of beginning and the Southwest corner of Ball
Brothers Oil Company (DB 585, Pg 415); thence continuing with said North
right-of-way line for the following courses and distances:

 

North 66 degrees 57 minutes
49 seconds West for a distance of 944.301 feet to a set iron pin, North 23
degrees 2 minutes 11 seconds East for a distance of 15.00 feet to a set iron
pin, North 66 degrees 57 minutes 49 seconds West for a distance of 31.75 feet
to a set iron pin, in the East line of Lot 31 of Glenview Heights Subdivision
(PC 1, Sht 323B); thence with said Lot 31, then Lot 30 and 29, North 23 degrees
11 minutes 24 seconds East for a distance of 285.00 feet to a set iron pin; thence
continuing with said Lot 29, North 66 degrees 48 minutes 36 seconds West for a
distance of 75.00 feet to an existing iron pin; thence continuing with said Glenview Heights Subdivision
along the rear of Lots 29 through 18, North 21 degrees 58 minutes 24 seconds
East for a distance of 1152.53 feet to an existing iron pin in the line of
Deborah Estates Subdivision (PC 1, Sht 342B); thence with the line of Deborah
Estates, South 65 degrees 29 minutes 11 seconds East for a distance of 1661.83
feet to an existing iron pin in the West right-of-way of said Interstate 65; thence
with said right-of-way line for the following courses and distances: 

 

South 9 degrees 40 minutes
27 seconds West for a distance of 157.90 feet to an existing iron pin, South 15
degrees 44 minutes 27 seconds West for a distance of 113.58 feet to an existing
iron pin, South 24 degrees 59 minutes 27 seconds West for a distance of 126.49
feet to an existing iron pin, South 30 degrees 49 minutes 13 seconds West for a
distance of 144.71 feet to an existing iron pin, South 36 degrees 6 minutes 29
seconds West for a distance of 77.65 feet to an existing iron pin, South 40
degrees 10 minutes 35 seconds West for a distance of 126.23 feet to an existing
iron pin, South 43 degrees 15 minutes 46 seconds West for a distance of 295.58
feet to an existing iron pin, South 44 degrees 33 minutes 37 seconds West for a
distance of 214.98 feet to a point, a corner to said Petro Stopping Centers, LP.
(DB 1000, PG 3096); thence with said Petro Stopping Center, North 66 degrees 57
minutes 49 seconds West for a distance of 380.79 feet to a point; thence
continuing with said Petro Stopping Centers line, South 23 degrees 02 minutes
11 seconds West for a distance of 200.00 feet to the point of BEGINNING. Containing
50.084 acres +/- per physical survey by Warren L. Clifford (Ky. RLS #2124).

 

PARCEL TWO

 

A certain parcel
of land located at Northwest corner of the intersection of KY 222 and
Interstate 65 near Glendale in Hardin County, Kentucky and more particularly
described as follows:

 

BEGINNING at a steel fence
post at the intersection of the West right-of-way of Interstate 65 and the
North right-of-way of KY 222; thence with the North right-of-way of KY 222, North
61 degrees 39 minutes 06 seconds West for a distance of 35.62 feet to an
existing iron pin; thence continuing with the North right-of-way line of KY
222, North 66 degrees 57 minutes 47 seconds West for a distance of 164.92 feet
to an iron pin; thence with Petro Stopping Center line, North 23 degrees 02
minutes 11 seconds East for a distance of 200.00 feet to a point; thence
continuing with Petro Stopping Center line, South 66 degrees 57 minutes 49
seconds East for a distance of 380.79 feet to a point in the West right-of-way
line of Interstate 65; thence with the West right-of-way line of Interstate 65,
South 44 degrees 33 minutes 37 seconds West for a distance of 74.10 feet to an
existing iron pin in the right-of-way fence; thence continuing with the West
right-of-way line of Interstate 65, South 72 degrees 33 minutes 22 seconds West
for a distance of 201.23 feet to the point of BEGINNING. Containing 1.414 acres
+/- per physical survey by Warren L. Clifford (Ky. RLS #2124).

 

ALSO KNOWN AS

 

1

 

Glendale,
Hardin County, Kentucky

 

A certain tract of land
located on the Northwest corner of the intersection of Interstate 65 and
Kentucky Highway 222 near Glendale in Hardin County, Kentucky and more
particularly described as follows:

 

BEGINNING at a steel fence post
at the Northwest right-of-way intersection of Interstate 65 and Kentucky
Highway 222; thence with said North right-of-way line of Kentucky Highway 222, North
67 degrees 39 minutes 6 seconds West for a distance of 200.54 feet to an
existing iron pin, THE TRUE POINT OF BEGINNING and the Southwest corner of Ball
Brothers Oil Company (DB 585 pg 415); thence continuing with said North
right-of-way line for the following courses and distances: North 66 degrees 57
minutes 49 seconds West for a distance of 944.301 feet to a set iron pin; North
28 degrees 2 minutes 11 seconds East for a distance of 15.00 feet to a set iron
pin; North 66 degrees 57 minutes 49 seconds West for a distance of 31.75 feet
to a set iron pin, in the East line of Lot 31 of Glenview Heights Subdivision
(PC I, Sht 323B); thence with said Lot 31, then Lot 30 and 29, North 28 degrees
11 minutes 24 seconds East for a distance of 285.00 feet to a set iron pin; thence
continuing with said Lot 29, North 66 degrees 48 minutes 36 seconds West for a
distance of 75.00 feet to an existing iron pin; thence continuing with said
Glenview Heights Subdivision along the rear of Lots 29 through 18, North 21
degrees 58 minutes 24 seconds East for distance of 1152.53 feet to an existing
iron pin in the line of Deborah Estates Subdivision (PC I, Sht 342B); thence
with the line of Deborah Estates, South 65 degrees 29 minutes 11 seconds East
for a distance of 1661.83 feet to an existing iron pin in the West right-of-way
line of said Interstate 65; thence with said right-of-way line for the
following courses and distances: South 9 degrees 40 minutes 27 seconds West for
a distance of 157.90 feet to an existing iron pin, South 15 degrees 44 minutes
27 seconds West for a distance of 113.58 feet to an existing iron pin, South 24
degrees 59 minutes 27 seconds West for a distance of 126.49 feet to an existing
iron pin, South 30 degrees 49 minutes 13 seconds West for a distance of 144.71
feet to an existing iron pin, South 36 degrees 6 minutes 29 seconds West for a
distance of 77.65 feet to an existing iron pin, South 40 degrees 10 minutes 35
seconds West for a distance of 126.23 feet to an existing iron pin, South 43
degrees 15 minutes 46 seconds West for a distance of 295.58 feet to an existing
iron pin, South 44 degrees 33 minutes 37 seconds West for a distance of 214.98
feet to a point, a corner of said Ball Brothers Oil Company; thence with said
Ball Brothers Oil Company, North 66 degrees 57 minutes 49 seconds West for a
distance of 380.79 feet to a point; thence continuing with said Ball Brothers
line, South 23 degrees 02 minutes 11 seconds West for a distance of 200.00 feet
to the point of BEGINNING. Said property contains 50.084 acres, more or less,

 

AND

 

A certain parcel of land
located in Hardin County, Kentucky at the intersection of KY 222 and Interstate
65 and being a portion of a 5.52 acre tract recorded in Deed Book 195, page 571,
said records, and being described as follows:

 

BEGINNING at a point at the
intersection of the West right-of-way line of Interstate 65 and the North
right-of-way line of KY #222, North 67 degrees 02 minutes West 35.08 feet to an
iron; thence continuing with the North right-of-way line of KY #222, North 67
degrees 02 minutes West 164.92 feet to a point; thence with a new division line,
North 22 degrees 58 minutes East 200.00 feet to a point; thence continuing with
a new division line, South 67 degrees 02 minutes 385.04 feet to the West
right-of-way line of Interstate 65; thence with the West right-of-way line of
Interstate 65, South 43 degrees 16 minutes West 65.13 feet to an angle in the
right-of-way fence; thence continuing with the West right-of-way line of
Interstate 65, South 72 degrees 26 minutes West 213.84 feet to the point of
BEGINNING and containing 1.42 acres, more or less.

 

Being the same property
conveyed to Petro Stopping Centers, L.P. by deeds dated November 5, 1988 and
recorded in Deed Book 914, Page 706 and Deed Book 914, page 716 and
deed dated February 2, 2001 recorded in Deed Book 1000, page 396, all in
the office of the Clerk of Court of Hardin County, Kentucky.

 

2

 

 

	
   

  	
  Egan, LA (#43)

  
	
   

  	
  114 Jasmine Road (I-10, Exit 76)

  
	
   

  	
  Egan, LA 70531

  

 

Exhibit A-13

 

Legal Description

 

That
certain tract or parcel of ground containing 21.894 acres, located in Sections
27 & 34, T9S-R1W, Acadia Parish, Louisiana and being more particularly
described as follows:

 

Beginning
at a point which is the Southwestern corner of said Section 27, said point
being on the centerline of the La. Hwy. 91 right of way; Thence N 89° 48’ 23”
East 63.66 feet to a point for corner. Said corner being on the Southerly right
of way of I-10; Thence with said Southerly right of way of I-10 North 00° 14’
57” West 250.00 feet. North 44° 45’ 03” East 49.50 feet. Along a curve to the
left for a distance of 230.14 feet (radius = 220.0’), North 29° 45’ 03” East
120.00 feet; North 74° 45’ 03” East 14.14 feet; Along a curve to the right for
a distance of 226.63 feet (Radius = 145.0’), North 29° 45’ 03” East 386.40 feet
and North 53° 11’ 20” East 191.42 feet to a point for corner; Thence South 00°
39’ 56” West 1095.00 feet to a point for corner, said point being in the center
of a drainage canal; Thence with said canal centerline South 55° 46’ 12” West
347.59 feet, South 42° 07’ 58” West 469.00 feet, South 26° 48’ 58” West 75.00
feet South 20° 14’ 57” West 311.00 feet, South 28° 13’ 58” West 226.90 feet and
South 72° 33’ 59” West 41.30 feet to a point for corner; Said point being on
the centerline of the La. Hwy. 91 right of way; Thence with said La. Hwy. 91
right of way North 00° 01’ 57” East 1200.50 feet to the Point of Beginning.

 

The
above referenced property is as shown on map prepared by Richard C. Spikes, Inc.
entitled “As Built Survey Showing Property and Improvements to be acquired by
Petro Stopping Centers, L.P., LA. Hwy. 91 & I-10 (Crowley, LA. 70526)
Being 21.894 Acres, Sections 27 & 34, T9S-R1W, Acadia Parish,
Louisiana”, dated July 27, 2006

 

 

	
   

  	
   

  	
  Hammond,
  LA (#10)

  
	
   

  	
   

  	
  2100
  SW Railroad Avenue

  
	
   

  	
   

  	
  Hammond,
  LA 70403

  

 

Exhibit A-14

 

Legal
Description

 

A CERTAIN
PARCEL OF GROUND located in SECTION 36, TOWNSHIP 6 SOUTH, RANGE 7
EAST, GREENSBURG LAND DISTRICT, TANGIPAHOA PARISH, LOUISIANA. According
to a survey of William J. Bodin, Jr. dated January 22, 2004 (and updated
August 18, 2004), the property is more particularly described as follows:

 

Beginning at a point from
the S.E. corner of the S.W. 1/4 of Section 36, T6S-R7E thence proceed
30.00’ North; 13.90’ West; 98.14’ N 01°41’51” E; 10.00’ N 88°00’00” W and
202.25’ N 02°30’39” W to the Point of Beginning;

 

Thence S 89°51’42” W a
distance of 566.16 feet;

 

Thence S 89°48’37” W a
distance of 724.99 feet; 

 

Thence North a distance of
766.10 feet;

 

Thence N 89°53’56” E a
distance of 495.05 feet (legal), N 89°39’10” E a distance of 261.56 feet and S 89°49’31”
E a distance of 233.50 feet (survey);

 

Thence S 77°02’31” E a
distance of 476.29 feet;

 

Thence S 76°27’48” E a
distance of 250.86 feet;

 

Thence S 39°42’24” E a
distance of 104.48 feet;

 

Thence S 02°21’24” E a
distance of 517.75 feet to the Point of Beginning.

 

 

	
   

  	
   

  	
  Shreveport,
  LA (#8)

  
	
   

  	
   

  	
  6918
  West Bert Kouns Industrial Loop

  
	
   

  	
   

  	
  Shreveport,
  LA 71129

  

 

Exhibit A-15

 

Legal
Description

 

Tract “A”

 

A certain tract or parcel of
land located in the SE 1/4 of Section 21, T17N, R15W, Shreveport, Caddo Parish,
Louisiana, said tract being further described as follows:

 

From a 4” by 4” concrete LDH
monument, said monument being 299.18’ W and 57.14’ N of the SE corner of said
Section 21, T17N, R15W, said monument also being on the North right of way
line of West 70th Street (LA Hwy. 511) run N 74 deg. 38’ 55” E along the said
North right of way line of West 70th Street a distance of 190.59 feet to a 4”
by 4” concrete LDH monument at the intersection of the said North right of way
line of West 70th Street (LA Hwy. 511) and the west right of way line of the
Industrial Loop Expressway (LA Hwy. 526), thence run N 03 deg. 41’ 14” E along
said West right of way line a distance of 487.09 feet to a found 3/4” diameter
iron pipe, said pipe being the point of beginning of the tract herein
described.

 

From said point of
beginning, run thence N 83 deg. 41’ 14” W along the 6’ high chain link fence a
distance of 1011.77 feet to a found 3/4” diameter iron pipe, thence run S 76
deg. 48’ 04” W along the southerly edge of a 16’ wide servitude for AT&T a
distance of 387.54 feet to a found 3/4” diameter iron pipe, thence run N 0 deg.
59’ 00” E a distance of 125.39 feet to a set 1/2” diameter Iron pipe, thence
run S 83 deg. 46’ 15” E a distance of 363.26 feet to a set 1/2” diameter iron
pipe, thence run N 76 deg. 36’ 45” E a distance of 97.93 feet to a set 1/2”
diameter iron pipe, thence run N 0 deg. 59’ E a distance of 81.48 feet to a set
1/2” diameter Iron pipe, thence run N 83 deg. 46’ 13” W a distance of 458.64
feet to a set 1/2” diameter iron pipe at a 6’ chain link fence, thence run N 0
deg. 59’ 00” E a distance of 441.20 feet along a 6’ chain link fence to a found
1” galvanized iron pipe on the south right of way line of I-20 Service Road
(old US Hwy. 80), thence run easterly along the said South right of way line of
the I-20 Service Road the following calls:

 

N 55 deg. 17’ 27” E a
distance of 139.07 feet to the found 4” x 4” concrete LDH monument;

 

NE along a curve to the right
a distance of 393.70 feet (said curve having a radius of 437.00 feet) to a
found 3/4” diameter iron pipe;

 

S 73 deg. 04’ 03” E a
distance of 376.65 feet to a found 3/4” diameter iron pipe;

 

S 55 deg. 42’ 20” E a distance
of 165.1l feet to a found 4” x 4” concrete LDH monument

 

S 46 deg. 48’ 36” E a
distance of 158.89 feet to a found 3/4” diameter iron pipe;

 

S 37 deg. 59’ 54’’ E a
distance of 224.57 feet to a found 3/4” diameter Iron pipe;

 

S 29 deg. 38’ 55” E a distance
of 101.16 feet to a found 3/4” diameter Iron pipe;

 

S 37 deg. 42’ 25” E a
distance of 147.04 feet to a 1” diameter Iron pipe at the Intersection of said
Southerly right of way line of the 1-20 Service Road and the West right of way
line of the Industrial Loop Expressway (LA Hwy 526).

 

Thence run S 03 deg. 46’ 13”
W along said West right of way line a distance of 149.37 feet to the Point of
Beginning, said tract containing 18.67 acres.

 

Tract “B”

 

A certain tract or parcel of
land, situated in the SE 1/4 of Section 21, T17N, Rl5W, Caddo Parish, Louisiana,
said tract more fully described as follows:

 

1

 

Beginning at the point of
intersection of the North right of way line of old US Hwy. 80 with the South right
of way line of Interstate 20, thence run S 55 deg. 02’ 14” W along the said
North right of way line of old US Hwy. 80 a distance of 204.17 feet, thence run
N 0 deg. 59’E a distance of 100.03 feet to a point on the South right of way
line of Interstate 20, thence run N 84 deg. 09’ 14” E along said South right of
way line of Interstate 20 a distance of 36.70 feet to the point of beginning, said
tract containing 0.190 acres.

 

Tract “C”

 

A certain tract or parcel of
land located in the SE 1/4 of Section 21, T17N, R15W, Shreveport, Caddo
Parish, Louisiana, said tract being further described as follows:

 

From a 4” by 4” concrete LDH
monument, said monument being 299.18’ W and 57.14’ N of the SE corner of said
Section 21, T17N, R15W, said monument also being on the North right of way
line of West 70th Street (LA Hwy. 511) run N 74 deg. 38’ 55” E along the said
North right of way line of West 70th Street a distance of 190.59 feet to a 4”
by 4” concrete LDH monument at the intersection of the said North right of way line
of West 70th Street (LA Hwy. 511) and the west right of way line of the
Industrial Loop Expressway (LA Hwy. 526), thence run N 03 deg. 41’ 14” E along
said West right of way line a distance of 433.68 feet to a set 1/2” diameter
iron pipe, which is the Point of Beginning of the tract herein described.

 

From said Point of
Beginning, thence run N 03 deg. 41’ 14” E a distance of 53.41 feet to a found
3/4” diameter iron pipe, thence run along a 6 foot chain link fence N 83 deg. 41’
14” W a distance of 1011.77 feet to a found 34” diameter iron pipe, thence S 76
deg. 48’ 04” W a distance of 159.74 feet to a set 1/2” diameter iron pipe, thence
S 83 deg. 41’ 14” E a distance of 1164.58 feet back to a set 1/2” diameter iron
pipe, the Point of Beginning.

 

Tract “D”

 

A certain tract of or parcel
of land located in the SE 1/4 of Section 21, TI 7N, R1 5W, Shreveport,
Caddo Parish, Louisiana, said tract being further described as follows:

 

From a 4” by 4” concrete LDH
monument, said monument being 299.18’W and 57.14’N of the SE corner of said
Section 21, T17N, R15W, said monument also being on the North right of way
line of West 70th street (LA Hwy. 511) run N 74 deg. 38’ 55” E along the said
North right of way line of West 70th Street a distance of 190.59 feet to a 4”
by 4” concrete LDH monument at the intersection of the said North right of way
line of West 70th Street (LA Hwy. 511) and the west right of way line of the
Industrial Loop Expressway (LA Hwy. 526), thence run N 03 deg. 41’ 14” E along
said West right of way line a distance of 433.68 feet to a set 1/2” diameter
iron pipe, thence run N 83 deg. 41’ 14” W a distance of 1164.58 feet to a set
1/2” diameter iron pipe, thence run S 76 deg. 48’ 04” W a distance of 227.80
feet to a found 3/4’ diameter iron pipe, thence run N 0 deg. 59’ 00” E a
distance of 125.39 feet to a set iron pipe, which is the Point of Beginning of
the tract herein described.

 

From said Point of
Beginning, thence run N 0 deg. 59’ 00’ E a distance of 114.50 feet to a set
iron pipe, thence run N 83 deg. 46’ 13’ W a distance of 458.64 feet to a set “x”
in concrete, thence run N 0 deg. 59’ 00” E a distance of 81.48 feet to a set
iron pipe, thence run N 76 deg. 36’ 45” E a distance of 97.93 feet to a found
3/4” diameter iron pipe, thence run S 83 deg. 46’ 15” E a distance of 363.26
feet back to the Point of Beginning.

 

2

 

	
   

  	
   

  	
  Kingdom
  City, MO (#18)

  
	
   

  	
   

  	
  3304
  Gold Road

  
	
   

  	
   

  	
  Kingdom
  City, MO 65262

  

 

Exhibit A-16

 

Legal Description

 

All that
portion of the Northwest Quarter of Section 16, Township 48 North, Range 9
West, Callaway County, Missouri, more particularly described as follows:

 

Beginning
at the Northwest Corner of Section 16, Township 48 North, Range 9 West;
thence South 26 degrees 03 minutes 30 seconds East, 116.2 feet to a point on
the centerline of Interstate 70 at Station 600+29.71; thence along said
centerline, South 85 degrees 00 minutes 00 seconds West, 4.86 feet to
Interstate Route 70, Centerline Station 600+24.85=U.S. Route 54 Centerline
Station 166+89.89; thence South 03 degrees 50 minutes 00 seconds East, 1222.11
feet to U.S. Route 54 Centerline Station 179+12; thence in an easterly
direction at right angles to said centerline a distance of 145 feet to a found right of way marker, the TRUE POINT OF
BEGINNING; thence along U.S. Route 54 right of way North 53 degrees 53 minute
50 seconds East 171.71 feet to a drill hole in concrete; thence continuing
along said right of way North 03 degrees 53 minutes 30 seconds West 15.67 feet
to a drill hole in concrete at the intersection of the East right of way line
of U.S. Route 54 and the South right of way line of Janice Drive, a dedicated
street as shown on a plat recorded in Book 269, Page 96 of the Callaway
County Records; thence along said South right of way line North 85 degrees 08
minutes 22 seconds East 1037.35 feet to a set 3/4 inch iron pipe; thence
leaving said South right of way line South 03 degrees 52 minutes 12 seconds
East 1434.27 feet to a set 3/4 inch iron pipe on the East-West Quarter Section Line;
thence along the East-West Quarter Section Line South 85 degrees 06
minutes 32 seconds West, 897.53 feet to a 3/4 inch iron pipe (set) 286.91 feet
easterly of the East right of way line of U.S. Route 54; thence North 03
degrees 50 minutes 20 seconds West, 635.29 feet to a 3/4 inch iron pipe (set);
thence South 85 degrees 06 minutes 32 seconds West, 286.12 feet to the
intersection of the East right of way line of U.S. Route 54; thence along said
right of way North 03 degrees 46 minutes 19 seconds West, 107.65 feet to a
drill hole in concrete; thence continuing along said right of way North 03
degrees 50 minutes 08 seconds West, 587.12 feet to a TRUE POINT OF BEGINNING.

 

The basis
of bearings in the bearing of the centerline of U.S. Route 54 as shown on
Missouri Highway and Transportation Department plans and assumed to be correct.

 

 

	
   

  	
   

  	
  York, NE (#62)

  
	
   

  	
   

  	
  4700 S. Lincoln Avenue

  
	
   

  	
   

  	
  York, NE 68467

  

 

Exhibit A-17

 

Legal
Description - Fee

 

PARCEL
1: Lot 2, Walker Subdivision Replat 1, in the City of York, York County,
Nebraska, and Irregular Tract #13, EXCEPT that part platted as Walker
Subdivision Replat 1, in the Southeast Quarter of Section 24, Township 10
North, Range 3 West of the 6th P.M., York County, Nebraska, and Lot 6,
Countryside View Subdivision in Section 24, Township 10 North, Range 3
West of the 6th P.M., York County, Nebraska, more particularly described as
follows:

 

Beginning
at the Northwest Corner of the Southwest Quarter of the Southeast Quarter of
said Section 24, said Corner also being the Southwest corner of said I.T.
#13, and assuming the West line of said Lot 2 to have a bearing of N 00°11’14” E; thence N 00°04’06” W, and on the West line of said I.T.
#13, 978.73 feet to a 3/4” I.B., said I.B. being the Northwest corner of said I.T., #13; thence S
89°47’34” E, and on the North
line of said I.T., #13, 1062.44 feet to a 1” I.P., said I.P. being the
Northwest corner of said Lot 2; thence S 89°47’40” E, and on the North line of
said Lot 2, 159.82 feet to a 3/4”  I.B.;
thence S 87°32’24” E, and on the North
line of said Lot 2,122.60 feet to a 3/4” I.B., said I.B. being a point of
curvature; thence on a curve to the right, and on the North line of said Lot 2,
said curve having a radius of 718.51 feet, a chord bearing of S 73°39’42” E, and an arc distance of 346.87 feet
to a 3/4”
I.B.; thence S 59°49’03” E,
and on the North line of said Lot 2, 518.29 feet to a 5/8” rebar, said rebar
being the Northeast corner of said Lot 2; thence S 00°13’31” W, and on the East
line of said Lot 2, 613.65 feet; thence S 89°57’46” E, and on the Easterly line of said Lot 2, 63.64 feet; thence S 00°08’54”
W, and on the East line of said Lot 2,724.19 feet to a 5/8” rebar, said rebar
being the Southeast corner of said Lot 2; thence N 89°43’27” W, and on the
South line of said Lot 2, 167.19 feet to a 3/4” I.P. on the East R.O.W. line of Graham Street; thence N 00°11’21” E,
and on the East R.O.W. line of said Graham Street, 166.17 feet to a 3/4” rebar w/cap; thence N 89°42’01” W, and on the South line of said Lot 2,
59.97 feet to a 3/4” rebar w/cap, said rebar being the Northeast corner of said Lot 6;
thence S 00°09’54” W, and on the East line of said Lot 6, 165.91 feet to a 3/4” I.P., said I.P. being the Southeast corner
of said Lot 6; thence N 89°43’32”
W, and on the South line of said Lot 6, 264.09 feet to a 3/4”  rebar
w/cap, said rebar being the Southwest corner of said Lot 6; thence N 00°12’42”
E, and on the West line of said Lot 6, 166.01 feet to a 3/4”  I.P.,
said Pipe being the Northwest corner of Lot 6, and a point on the South line of
said Lot 2; thence N 89°42’01” W, and on the South line of said Lot 2, 423.83
feet to a 3/4”  I.B., said I.B. being the Southwest corner of said Lot 2; thence N
00°11’14” E, and on the West line of said Lot 2, 554.07 feet to a 3/4”  rebar
w/cap on the South line of I.T. #13; thence N 89°56’46” W, and on the South
line of said I.T. #13, 1267.96 feet to the point of beginning.

 

 

	
   

  	
   

  	
  Las
  Vegas, NV (#31)

  
	
   

  	
   

  	
  6595
  N. Hollywood Blvd.

  
	
   

  	
   

  	
  Las
  Vegas, NV 89115

  

 

Exhibit
A-18

 

Legal
Description

 

All that certain real
property situated in the County of Clark, State of Nevada, described as
follows:

 

Parcel I:

 

That
portion of the Southeast Quarter (SE 1/4) of Section 22, Township 19 South, Range 62 East, M.D.B.&M., more
particularly described as follows:

 

Parcel One (1) as shown
by map thereof on file in File 96 of Parcel Maps, Page 11, in the Office
of the County Recorder, Clark County, Nevada.

 

Together with that portion
of Rome Avenue as vacated by that certain Order of Vacation recorded February 12,
2000 in Book 20000212 as Instrument No. 00412 Official Records, which
would pass through by operation of law.

 

Parcel II:

 

An easement for ingress and
egress as set forth in that “Ingress and Egress Easement” recorded September 1,
2000 in Book 20000901 as Document No. 00754 Official Records.

 

Assessor Parcel No.: 123-22-701-008

 

 

	
   

  	
   

  	
  Sparks,
  NV (#38)

  
	
   

  	
   

  	
  1950
  East Greg Street

  
	
   

  	
   

  	
  Sparks,
  NV 89431

  

 

Exhibit A-19

 

Legal Description

 

(Leasehold)

 

All that certain real
property situated in the County of Washoe, State of Nevada, described as
follows:

 

Parcel I:

 

A parcel of land, being
Parcel 1 of Record of Survey Map No. 2045, File No 1301103, and situate
within a portion of Section 11, Township 19 North, Range 20 East, M.D.B.&M,
Sparks, Washoe County, Nevada, and being more particularly described as
follows:

 

Beginning at the Northeast
corner of Parcel 4 as shown on Parcel Map Number 2070, File Number 1126569 of
the Official Records of Washoe County, Nevada, from which the Southwest corner
of said Section 11 bears South 57°24’19” West a distance of 3101.74 feet; thence
North 84°01’29” West, along the Northerly line of said Parcel 4, a distance of
987.00 feet; thence North 76°51’08” West, along the Northerly line of said
Parcel 4, a distance of 87.03 feet; thence North 74°50’24” West, along the
Northerly line of said Parcel 4, a distance of 162.29 feet; thence South
15°09’36” West a distance of 218.64 feet; thence North 86°47’05” West a
distance of 16.78 feet; thence South 03°48’41” West a distance of 274.41 feet; thence
South 86°43’17” East a distance of 18.62 feet; thence South 03°16’43” West a
distance of 188.61 feet; thence South 22°30’30” East, a distance of 25.64 feet
to the Northeast corner of Parcel 1 of said Parcel Map; thence South 22°30’30”
East, a distance of 244.75 feet to the Southeast corner of said Parcel 1; thence
along the Northerly line of East Greg Street from a tangent which bears North
83°17’01” East, along a circular curve to the right with a radius of 840.00
feet and a central angle of 07°07’01”, an arc length of 104.34 feet; thence
South 89°35’58” East, along the Northerly line of East Greg Street, a distance
of 1094.49 feet to the Southeast corner of said Parcel 4; thence North 00°24’02”
East a distance of 760.00 feet to the point of beginning.

 

Exccepting Therefrom that
parcel contained in a Lease recorded as Document No. 2001831 of the
Official Records of Washoe County, Nevada.

 

Assessor
Parcel No.: 034-162-08

 

Parcel
II:

 

A portion of Parcel 2 as
shown on Parcel Map No. 1832, File No. 997519 of the Official Records
of Washoe County, Nevada within the Southwest 1/4 of Section 11, Township 19
North, Range 20 East, Sparks, Washoe County, Nevada and more particularly
described as follows:

 

Beginning at a point on the
Northerly line of said Parcel 2, from which the Southwest corner of said
Section 32 bears South 61°54’46” West a distance of 1780.22 feet; thence
South 89°35’58” East, along the Northerly line of said Parcel 2, a distance of
658.28 feet; thence South 00°24’02” West a distance of 331.64 feet; thence
North 89°35’58” West a distance of 658.28 feet; thence North 00°24’02” East a
distance of 331.64 feet to the point of beginning.

 

EXCEPTING THEREFROM: Parcel
B of Parcel Map No. 4620, according to the map thereof, filed in the
Office of the County Recorder of Washoe County, State of Nevada, on September 6,
2006, as File No. 3435326 Official Records.

 

 

	
   

  	
   

  	
  Bordentown,
  NJ (#14)

  
	
   

  	
   

  	
  I-295/I-95,
  Exit 56, New Jersey Turnpike

  
	
   

  	
   

  	
  Bordentown,
  NJ

  

 

Exhibit A-20

 

Legal Description

 

All that
certain tract, lot, parcel of land lying situate in the Township of Bordentown,
county of Burlington, State of New Jersey being more particularly described as
follows:

 

BEGINNING
at a point in the northeasterly line of Rising Sun Road (f/k/a Delaware Avenue)
(f/k/a Mansfield Square-Whitehall Road), as widened by the New Jersey
Department of Transportation, (variable width), as measured 38.50 feet
northeastwardly from centerline, where the same is intersected by the division
line between Block 134.01 Lots 12.02 and 13, and from said beginning point
runs; thence

 

1.    North 42 degrees 35 minutes 19 seconds East
a distance of 654.72 feet to a stone found; thence

 

2.    South 56 degrees 09 minutes 41 seconds East,
a distance of 2094.03 feet to a concrete monument found for corner in the
westerly line of Block 134.01, Lot 7; thence along the same

 

3.    South 09 degrees 56 minutes 19 seconds West,
a distance of 198.19 feet to a concrete monument found in the northerly line of
Block 134.01, Lot 9; thence along same the following five (5) courses and
distances

 

4.    North 79 degrees 22 minutes 41 seconds West,
a distance of 51.32 feet to a point; thence

 

5.     South 01 degrees 51 minutes 50 seconds
West, a distance of 250.11 feet to a point; thence

 

6.     South 58 degrees 34 minutes 30 seconds
East, a distance of 55.85 feet to a point; thence on a curve to the left with a
radius of 543.96 feet and a central angle of 05 degrees 42 minutes 30 seconds

 

7.     Southwestwardly, an arc length of 54.19
feet (said curve having a chord bearing and distance of South 69 degrees 11
minutes 34 seconds West 54.17 feet) to a point of tangency; thence

 

8.     South 66 degrees 20 minutes 19 seconds
West, a distance of 33.14 feet to a point in the northerly line of Block
134.01, Lot 12.01; thence along the same

 

9.     North 58 degrees 34 minutes 30 seconds
West, a distance of 675.72 feet to a point corner of the same; thence still
along the same

 

10.      South 32 degrees 33 minutes 55 seconds
West, a distance of 505.27 feet to a point in the aforementioned northeasterly
line of Rising Sun Road, as measured 50.20 feet from the centerline; thence
along the same

 

11.      North 43 degrees 28 minutes 54 seconds
West, a distance of 1379.00 feet to an angle point in the same; thence along
the same

 

12.      North 46 degrees 01 minutes 19 seconds
West, a distance of 147.78 feet to an angle point in the same, as measured
43.65 feet from the

 

1

 

centerline; thence still along the
same

 

13. North 45 degrees 07 minutes 47
seconds West, a distance of 215.10 feet to the point and place of BEGINNING.

 

The above description is drawn in
accordance with a survey prepared by Taylor Wiseman & Taylor, dated
April 29, 2005.

 

2

 

	
   

  	
  Milan, NM (#13)

  
	
   

  	
  I-40 at Horizon Blvd.

  
	
   

  	
  Milan, NM

  

 

Exhibit A-21

 

Legal Description

 

A
tract of land located within the Village Limits of Milan, Cibola County, New
Mexico in the southwest quarter of Section 16, Township 11 North, Range 10
West, NMPM, being a part of Lot 2, Block 2 of the Valco Subdivision replat of
the Home view Addition as shown on the Plat filed in the Office of the County
Clerk of Valencia County, New Mexico, on April 21, 1971, also in addition
to the above mentioned portion of Block 2 this tract contains Block 6 and 7 and
a portion of Block 2 of the Subdivision designated as “Valco Subdivision Unit
II”, filed with the Office of the Milan Village Clerk on the 11th day of
January, 1979 and being more particularly described as follows:

 

from
the point of beginning, being the northwest corner of the above said tract, the
quarter corner on the west line of Section 16, bears N. 65° 50’ 26” W.,
and is 603.89 feet in distance;

 

then
from the above said point of beginning N. 86° 39’ 43” E., 539.75 feet to a
point of curve;

 

then
southeasterly and to the right along a curve an arc length of 121.12 feet
(properties of said curve are as follows: Delta=69° 23’ 30”, R=100.00 feet,
T=69.24 feet) to a point of tangency; 

 

then
S. 23° 56’ 47” E., 29.34 feet to a highway right of way marker marked P.T.
16+24.2; 

 

then,
S. 23° 56’ 47” E., 414.32 feet to a highway right of way marker marked P.C.
Sta. 20+88.24; 

 

thence
southerly and to the right along a curve an arc length of 875.80 feet to a
highway right of way marker marked 906+35.6, (properties of said curve are as
follows: Delta=18° 47’ 47”, R=2669.64 feet, T=441.87 feet)

 

then
S. 05° 09’ 00” E., 391.35 feet;

 

then
S. 79° 32’ 03” W., 114.02 feet to a point on a curve;

 

then
northwesterly and to the left along a curve an arc length of 94.21 feet
(properties of said curve are as follows: Delta=107° 57’ 24”, R=50.00 feet,
T=68.76 feet), and whose long chord is 80.88 feet and bears N. 76° 18’ 43” W.,
to a point of reverse curve;

 

then
westerly and to the right along a curve an arc length of 10.50 feet (properties
of said curve are as follows: Delta=40° 06’ 25”, R=15.00 feet, T=5.48 feet)

 

the
S. 89° 49’ 10” W., 609.66 feet along the northerly right of way line of Preston
Drive;

 

then
northwesterly and to the right along a curve an arc length of 23.56 feet (
Properties of said curve are as follows: Delta=90° 00’ 00”, R=15.00 feet,
T=15.00 feet);

 

then
N. 00° 10’ 50” W., 8.63 feet along the easterly right of way of Victor Avenue
(now Motel Drive) to a point of curve;

 

then
northerly and to the left along a curve an arc length of 205.51 feet
(properties of said curve area are as follows: Delta=08° 48’ 39”, R=1335.51
feet, T=102.96) along said right of way;

 

then
N. 08° 59’ 29” W., 1463.78 feet along said right of way to the point and place
of beginning.

 

Said
tract contains an area of 30.3180 acres (1,320.653 square feet), more or less.

 

 

	
   

  	
  Waterloo, NY (#71)

  
	
   

  	
  1255 Route 414

  
	
   

  	
  Waterloo, NY

  

 

Exhibit A-22

 

Legal Description

 

(Leasehold)

 

ALL
that tract or parcel of land situate, lying and being in the Town of Tyre,
County of Seneca and State of New York, bounded and described as follows:

 

BEGINNING
at an iron pin on the apparent east highway boundary of New York State Route No. 414
at the northwest corner of Cynthia Schlegel (Liber 533/Page 71) said point
being South 86 degrees 30 minutes 00 seconds East a distance of 38.30 feet from
a point in the centerline of New York State Route No. 414, said point
being northerly along the centerline of New York State Route No. 414 a
distance of 811.50 feet more or less from the intersection of the centerline of
New York State Route 414 with the centerline of New York State Route No. 318;

 

RUNNING
THENCE South 86 degrees 30 minutes 00 seconds East along the north line of
Schlegel, a distance of 219.66 feet to a point marked by an iron pin, said
point being the northeast corner of Schlegel;

 

THENCE
South 03 degrees 30 minutes 00 seconds West along the east line of Schlegel, a
distance of 221.45 feet to a point marked by an iron pin, said point being a
southwest corner of the herein premises;

 

THENCE
South 86 degrees 30 minutes 00 seconds East, as distance of 1098.22 feet to a
point marked by an iron pin, said point being on the west line of Edward J.
Mitchell (Liber 553/Page 172);

 

THENCE
North 07 degrees 21 minutes 56 seconds East along the west line of Mitchell, a
distance of 1613.70 feet to a point marked by a concrete monument, said point
being the northwest corner of Mitchell and being on the apparent south highway
boundary of New York State Thruway (Liber 245/Page 8);

 

THENCE
North 83 degrees 29 minutes 59 seconds West along the apparent south highway
boundary of New York State Thruway, a distance of 809.56 feet to a point marked
by an iron pin, said point being an angle in the apparent south highway
boundary of New York State Thruway;

 

THENCE
North 78 degrees 36 minutes 21 seconds West along the apparent south highway
boundary of New York State Thruway, a distance of 574.73 feet to a point marked
by an iron pin, said point being on the apparent east highway boundary of New
York State Route No. 414;

 

THENCE
South 03 degrees 36 minutes 09 seconds West along the apparent east highway
boundary of New York State Route No. 414, a distance of 593.00 feet to a
point marked by a wooden underground telephone marker, said point being an
angle in the apparent east highway boundary of New York State Route No. 414;

 

THENCE
South 05 degrees 30 minutes 42 seconds West along the apparent east highway
boundary of New York State Route 414, a distance of 600.33 feet to a point
marked by an iron pin, said point being an angle in the apparent east highway
boundary of New York State Route No. 414;

 

THENCE
South 18 degrees 42 minutes 44 seconds West along the apparent east highway
boundary of New York State Route No. 414, a distance of 103.58 feet to a
point marked by an iron pin, said point being an angle in the apparent east
highway boundary of New York State Route No. 414;

 

THENCE
South 03 degrees 24 minutes 02 seconds West along the apparent east highway
boundary of New York State Route No. 414, a distance of 216.97 feet to the
point of BEGINNING.

 

 

Mebane, NC (#29)

500 Buckhorn Road

Mebane, NC 27302

 

Exhibit A-23

 

Legal Description

 

All that
certain tract or parcel of land in the City of Mebane (satellite), Cheeks
Township, Orange County North Carolina, containing 31.209 acres, more or less, adjoining
I-85/I-40, Buckhorn Road (SR 1114) and others and being all of Parcel A  as shown on plat entitled “Final Plat, Walter
T. Wynn, Jr., Homer Dudley, John Snead, Jr. et al”, drawn by Alley, Williams,
Carmen & King, Inc. dated July 1998 and recorded in Plat Book
81 at Page 97 in the Office of the Register of Deeds for Orange
County, North Carolina, to which plat reference is hereby made for a more
complete description.

 

 

Girard, OH (#20)

I-80 & Salt Spring Road

Girard, OH 44509

 

EXHIBIT A

 

PARCEL 1:

 

Situated in
the Township of Weathersfield, County of Trumbull, State of Ohio and known as
being a part of Section 1 in the original survey of said township and is
further bounded and described as follows:

 

Beginning at
an iron pin set in the Southeasterly limited access line of Interstate Route 80
at its intersection with the Northeasterly line of the limited access line of
Salt Springs Road;

 

Thence North
32 deg. 41’ East, along the Southeasterly line of Interstate Route 80, 366.00
feet to an iron pin set at the Southwest corner of lands conveyed to Mary M. Tatum
as recorded in Official Record 88 at Page 162 and Nancy J. Hadley and
Edward L. Jones, Jr. as recorded in Official Record 481 at Page 758
of the Trumbull County Official Records;

 

Thence North
88 deg. 53’ 45” East, along the South line of Tatum, Hadley and Jones’ land as
aforesaid, 442.50 feet to an iron pin set at the Northwest corner of lands
conveyed to JAJCO Inc., as recorded in Official Record 536 at Page 182 of
the Trumbull County Official Records;

 

Thence along
the Northwesterly line of the lands conveyed to JAJCO Inc., South 1 deg. 06’ 15”
East, 59.00 feet to an iron pin set;

 

Thence South
88 deg. 53’ 45” West, 130.00 feet to an iron pin set;

 

Thence South 1
deg. 06’ 15” East, 200.90 feet to an iron pin set;

 

Thence South
43 deg. 53’ 20” West, 65.04 feet to an iron pin set;

 

Thence North
46 deg. 06’ 40” West, 208.00 feet to an iron pin set;

 

Thence South
43 deg. 53’ 20” West, 336.96 feet to an iron pin set in the Northeasterly line
of Salt Springs Road;

 

Thence North
45 deg. 55’ 13” West, along the Northeasterly line of Salt Springs Road 20.47
feet to an iron pin set in the limited access line of Salt Springs Road;

 

Thence North
42 deg. 35’ 10” East, along the limited access line of Salt Springs Road, 8.15
feet to an iron pin set;

 

Thence North
47 deg. 24’ 50” West, along the limited access line of Salt Springs Road, 105.00
feet to the place of beginning, and containing within said bounds 2.742 acres
of land as surveyed and described by Lynn, Kittinger & Noble, Inc.,
Professional Surveyors, October 1991, by Carroll L. Herrmann, P.S. No. 5663
Ohio.

 

And known as
being a part of that land conveyed by J.A. Cardwell doing business as Cardwell
Properties to Petro Inc., as recorded in Official Record 536 at Page 176, Parcels
1 and 2.

 

1

 

5415 Salt
Springs Road

 

Girard, Ohio
44420

 

PPN: 22-081516

 

PARCEL 2:

 

Situated in
the Township of Weathersfield, County of Trumbull, State of Ohio and known as
being a part of Section 1 in the original survey of said township and is
further bounded and described as follows:

 

Beginning at
an iron pin set in the Southeasterly line of Interstate Route 80 at its
intersection with the Northeasterly limited access line of Salt Springs Road;

 

Thence South
47 deg. 24’ 50” East along the Northeasterly limited access line of Salt
Springs Road, 105.00 feet to an iron pin set;

 

Thence South
42 deg. 35’ 10” West along the limited access line of Salt Springs Road, 8.15
feet to an iron pin set;

 

Thence South
45 deg. 55’ 13” East along the Northeasterly right-of-way line of Salt Springs
Road, 566.69 feet to an iron pin set;

 

Thence North 1
deg. 11’ 30” West continuing along the right-of-way line of Salt Springs Road, 10.66
feet to an iron pin set;

 

Thence South
45 deg. 56’ 25” East continuing along the Northeasterly right-of-way line of
Salt Springs Road, 63.14 feet to an iron pin set at a Southerly corner of lands
conveyed to JAJCO, Inc. as recorded in Official Record 536 at Page 182
of the Trumbull County Official Records which is the true place of beginning of
the herein described parcel of land;

 

Thence North
43 deg. 53’ 20” East along the Southeasterly line of JAJCO Inc. land, 357.70
feet to an iron pin set;

 

Thence South
46 deg. 06’ 40” East along the Southwesterly line of JAJCO Inc. land, 192.00
feet to an iron pin set;

 

Thence South 0
deg. 25’ 55” West, along the West line of JAJCO Inc. land 52.65 feet to an iron
pin set;

 

Thence South
46 deg. 00’ 10” West along the Northwesterly of JAJCO Inc. land, 298.00 feet to
an iron pin set in the Northeasterly right-of-way line of Salt Springs Road;

 

Thence North
44 deg. 04’ 50” West along the Northeasterly right-of-way line Salt Springs
Road, 22.69 feet to an iron pin set;

 

Thence North
53 deg. 33’ West continuing along the Northeasterly right-of-way of Salt
Springs Road, 174.16 feet to an iron pin set;

 

Thence North
45 deg. 56’ 25” West continuing along the Northeasterly right-of-way of Salt
Springs Road, 21.86 feet to the place of beginning and containing within said
bounds 1.759

 

2

 

acres of land
as surveyed and described by Lynn, Kittinger & Noble, Inc., Professional
Surveyors, October 1991, by Carroll L. Herrmann, P.S. Ohio No. 5663.

 

And known as being
a part of that land conveyed by a J. A. Cardwell doing business as Cardwell
properties to Petro Inc. as recorded in Official Record 536 at Page 176, Parcel
3.

 

V/L Salt
Springs Road 

Girard, Ohio
44420

 

PPN: 22-081517

 

PARCEL 3:

 

Situated in
the Township of Weathersfield, County of Trumbull, State of Ohio and known as
being a part of Section 1 in the original survey of said township and is
further bounded and described as follows:

 

Beginning at
an iron pin found in the Southwesterly line of Salt Springs Road, at its
intersection with the Southeasterly line of lands conveyed to G. & P. Kordic
recorded in Volume 941 at Page 233 of the Trumbull County Records of
Deeds;

 

Thence along
the Southwesterly right-of-way line of Salt Springs Road the following courses:
South 40 deg. 50’ 55” East, 299.00 feet to an iron pin set;

 

Thence South
38 deg. 44’ 50” East, 147.31 feet to an iron pin set;

 

Thence South 1
deg. 11’ 43” West, 220.62 feet to an iron pin set;

 

Thence South
88 deg. 48’ 17” East, 80.00 feet to an iron pin set;

 

Thence North 1
deg. 11’ 43” East, 57.78 feet to an iron pin set;

 

Thence North
46 deg. 55’ 35” East, 58.86 feet to an iron pin set;

 

Thence South
43 deg. 04’ 26” East, 450.00 feet to an iron pin set;

 

Thence South
33 deg. 23’ East, 104.44 feet to an iron pin set;

 

Thence South 9
deg. 36’ 38” West, 74.57 feet to an iron pin set in the centerline of the “Old”
Salt Springs Road;

 

Thence North
80 deg. 50’ 55” West along the centerline of the “Old” Salt Springs Road, 114.03
feet to an iron pin found;

 

Thence South
83 deg. 31’ 15” West continuing along the centerline of “Old” Salt Springs
Road, 216.68 feet to an iron pin found at an angle in said centerline of “Old”
Slat Springs Road, said iron pin also being in the North line of lands conveyed
to Ruth Anthony as recorded in Volume 776 at Page 30 of the Trumbull
County Records of Deeds;

 

Thence South
78 deg. 06’ 50” West along the North line of lands conveyed to Anthony and the
North line of lands conveyed to J. Boles as recorded in Volume 1070 at Page 977
of the

 

3

 

Trumbull
County Records of Deeds, 701.83 feet to an iron pin found at the Southeast
corner of lands conveyed to Standard Oil Company as recorded in Volume 954 at
Page 231 of the Trumbull County Records of Deeds;

 

Thence North 0
deg. 37’ 30” West along the East line of lands conveyed to Standard Oil Co., 829.33
feet to an iron pin found at the Southerly point of land conveyed to G. &
P. Kordic as aforesaid;

 

Thence North
43 deg. 41’ 25” East along the Southeasterly line of Kordic’s land, 382.22 feet
to the place of beginning and containing within said bounds 14.860 acres of
land as surveyed and described by Lynn, Kittinger & Noble, Inc. Professional
Surveyors, October 1991, by Carroll L. Herrmann, P.S. Ohio No. 5663.

 

And known as
being all of that land conveyed by J. A. Cardwell dba Cardwell Properties to
Petro Inc. as recorded in Official Record 536 at Page 176, Parcel 5, of
the Trumbull County Official Records.

 

V/L Salt
Springs Road

Girard, Ohio
44420

 

PPN: 22-081518

 

PARCEL 4:

 

Situated in
the Township of Weathersfield and the Township of Liberty now being a part of
the City of Girard, County of Trumbull, State of Ohio and known as being a part
of Section 1 in the Weathersfield Township and a part of Section 1 in
Liberty Township now a part of the City of Girard, and is further bounded and
described as follows:

 

Beginning at
an iron pin found in the Northeasterly right-of-way line of Salt Springs Road, at
the West corner of lands conveyed to James B. and Paul B. Johnson as recorded
in Volume 729 at Page 69 of the Trumbull County Records of Deeds;

 

Thence North
34 deg. 12’ 55” West along the Northeasterly right-of-way line of Salt Springs
Road, 80.92 feet to an iron pin set;

 

Thence North
50 deg. 57’ 25” West continuing along the Northeasterly right-of-way line of
Salt Springs Road 328.10 feet to an iron pin set;

 

Thence North
47 deg. 15’ 35” West continuing along the Northeasterly right-of-way line of
Salt Springs Road, 347.31 feet to an iron pin set;

 

Thence North
44 deg. 04’ 50” West continuing along the Northeasterly right-of-way line of
Salt Springs Road, 126.80 feet to an iron pin set at the Southerly corner of
lands conveyed to JAJCO Inc. as recorded in Official Record 536 at Page 182
of the Trumbull County Official Records;

 

Thence North
45 deg. 55’ 10” East along the Southeasterly line of lands conveyed to JAJCO
Inc. as aforesaid, 503.26 feet to an iron pin set;

 

4

 

Thence North 1
deg. 06’ 15” West along the East line of lands conveyed to JAJCO Inc. land as
aforesaid, 1,131.40 feet to an iron pin found in the South line of lands
conveyed to Mary M. Tatum as recorded in Official Record 88 at Page 162
and Nancy J. Hadley and Edward L. Jones, Jr. as recorded in Official
Record 481 at Page 758 of the Trumbull County Official Records;

 

Thence North
88 deg. 53’ 45” East along the South line of Tatum, Hadley and Jones land as
aforesaid, 590.16 feet to an iron pin set in the East line of Weathersfield Township
which is also the West line of the Corporation Limits of the City of Girard and
also being the West line of lands conveyed to Richard T. Davis, and John P. Davis
and Emma Jane Wiand as recorded in Volume 817 at Page 297 of the Trumbull
County Records of Deeds;

 

Thence South 0
deg. 40’ 15” East, along the Township Line of which is also the Corporation
line for the City of Girard, 336.00 feet to a stone monument found at the
Southwest corner of lands conveyed to Davis and Wiand as aforesaid;

 

Thence North
88 deg. 22’ 53” East along the South line of lands conveyed to Davis and Wiand
as aforesaid, 1,435.62 feet to an iron pin set in the North line of the now
abandoned Tod and Morris Coal Railroad;

 

Thence
Southwesterly along the Northerly line of the abandoned Tod and Morris Coal
Railroad the following courses:

 

South 17 deg. 20’
50” West, 86.82 feet to an iron pin set;

 

Thence South
30 deg. 54’ 30” West, 140.42 feet to an iron pin set;

 

Thence South
35 deg. 35’ 55” West, 185.85 feet to an iron pin set;

 

Thence South
44 deg. 50’ 20” West, 78.45 feet to an iron pin set;

 

Thence South
56 deg. 35’ 45” West, 196.54 feet to an iron pin set;

 

Thence South
61 deg. 44’ 20” West, 94.71 feet to an iron pin set;

 

Thence South
81 deg. 54’ 15” West, 190.28 feet to an iron pin set;

 

Thence South
73 deg. 35’ West, 82.16 feet to an iron pin set;

 

Thence South
46 deg. 04’ 15” West, 76.65 feet to an iron pin set;

 

Thence South
32 deg. 03’ 20” West, 65.82 feet to an iron pin set;

 

Thence South
20 deg. 43’ 15” West, 167.08 feet to an iron pin set;

 

Thence South
27 deg. 42’ 35” West, 34.35 feet to an iron pin set;

 

Thence South
39 deg. 23’ 40” West, 41.60 feet to an iron pin set;

 

Thence South
53 deg. 41’ 15” West, 48.40 feet to an iron pin set;

 

5

 

Thence South
67 deg. 45’ 10” West, 28.03 feet to an iron pin set;

 

Thence South
74 deg. 43’ 45” West, 66.68 feet to an iron pin set;

 

Thence South
86 deg. 46’ 10” West, 127.84 feet to an iron pin set;

 

Thence South
85 deg. 54’ West, 55.64 feet to an iron pin set;

 

Thence South
79 deg. 45’ 55” West, 78.48 feet to an iron pin set;

 

Thence South
66 deg. 16’ 45” West, 71.80 feet to an iron pin set in the East line of
Weathersfield Township;

 

Thence South 0
deg. 40’ 15” East along the East line of Weathersfield Township 21.73 feet to
an iron pin found at the Northwest corner of lands conveyed to Loreto
Sebastiani as recorded in Official Record 196 at Page 983, Parcel 1, of
the Trumbull County Official Records;

 

Thence South 1
deg. 58’ 30” East along the West line of Sebastiani’s land which is also the
East line of Weathersfield Township, 204.84 feet to an iron pin found at the
North corner of lands conveyed to James B. and Paul B. Johnson as aforesaid;

 

Thence South
30 deg. 46’ 15” West, along the Northwest line of Johnson’s land as aforesaid, 604.46
feet to the place of beginning and containing within said bounds 49.388 acres
of land excepting from the above described parcel of land 0.518 acre of land
owned by Ohio Edison Co., description recorded in Volume 277 at Page 628
of the Trumbull County Records of Deeds.

 

The above
described parcel of land contains a total of 48.870 acres of land of which
27.762 acres of land is contained within Weathersfield Township and 21.108
acres of land is contained within the City of Girard as surveyed and described
by Lynn, Kittinger & Noble, Inc., Professional Surveyors, October
1991 by Carroll L. Herrmann, P.S. Ohio No. 5663.

 

And known as
being a part of that land conveyed by J. A. Cardwell doing business as Cardwell
Properties to Petro Inc., as recorded in Official Record 536 at Page 176, Parcel
3 and all of that land conveyed by J.A. Cardwell doing business as Cardwell
Properties to Petro Inc., as recorded in Official Record 536 at Page 176, Parcel
4 of the Trumbull County Official Records.

 

5415 Salt
Springs Road 

Girard, Ohio
44420

 

PPN: 22-026600
(as to 27.76 acres)

 

V/L Morgan
Girard Road 

Girard, Ohio
44420

 

PPN: 14-205100
(as to 21.11 acres)

 

6

 

PARCEL 5:

 

Situated in
the Township of Weathersfield, County of Trumbull State of Ohio and known as
being part of Section 1 in the original Survey of said Township and is
further bounded and described as follows:

 

Beginning at a
point on the Southerly limited access line of interstate Route 80, Ramp “D” at
its intersection with the Easterly limited access line of Salt Springs Road, as
conveyed to the State of Ohio and recorded in Official Record 143 at Page 266
of the Trumbull County Official Records;

 

Thence South 47
deg. 24’ 50” East, along the Easterly limited access line of Salt Springs Road,
105.00 feet to a point;

 

Thence South
42 deg. 35’ 10” West, along the Southerly limited access line of Salt Springs
Road, 8.15 feet to an iron pin found;

 

Thence South
45 deg. 55’ 13” East along the Easterly right-of-way line of Salt Springs Road,
20.47 feet to a point which is the true place of beginning of the herein
described parcel of land;

 

Thence North
43 deg. 53’ 20” East, 336.96 feet to a point;

 

Thence South
46 deg. 06’ 40” East, 208.00 feet to a point;

 

Thence North
43 deg. 53’ 20” East, 65.04 feet to a point;

 

Thence North 1
deg. 06’ 15” West, 200.90 feet to a point;

 

Thence North
88 deg. 53’ 45” East, 130.00 feet to a point;

 

Thence North 1
deg. 06’ 15” West, 59.00 feet to a point in the South line of lands conveyed to
Mary M. Tatum as recorded in Official Record 88 at Page 162 and Nancy J. Hadley
and Edward L. Jones, Jr. as recorded in Official Record 481 at Page 758
of the Trumbull County Official Records;

 

Thence, North
88 deg. 53’ 45” East, along the South line of Tatum, Hadley and Jones’ land, 887.50
feet to an iron pin;

 

Thence South 1
deg. 06’ 15” East, 1,131.40 feet to a point;

 

Thence South
45 deg. 55’ 10” West, 503.26 feet to a point in the Easterly right-of-way line
of Salt Springs Road;

 

Thence North
44 deg. 04’ 50” West, along the Easterly right-of-way line of Salt Springs
Road, 707.31 feet to a point;

 

Thence North
46 deg. 00’ 10” East, 298.00 feet to a point;

 

Thence North 0
deg. 25’ 55” East, 52.65 feet to a point;

 

Thence North
46 deg. 06’ 40” West, 192.00 feet to a point;

 

7

 

Thence South
43 deg. 53’ 20” West, 357.70 feet to a point in the Easterly right-of-way of
Salt Springs Road;

 

Thence North
45 deg. 56’ 25” West, along the Easterly right-of-way of Salt Springs Road, 63.14
feet to an iron pin;

 

Thence South 1
deg. 11’ 00” East, along the right-of-way of Salt Springs Road, 10.66 feet to a
point;

 

Thence North
45 deg. 55’ 13” West, along the Easterly right-of-way of Salt Springs Road, 546.22
feet to the place of beginning;

 

Containing
within said bounds 29.409 acres of land as surveyed and described by Lynn, Kittinger &
Noble, Inc., Professional Surveyors, by Carroll L. Herrmann, P.S. Ohio No. 5663,
February 1990.

 

5415 Salt
Springs Road

Girard, Ohio
44420

 

PPN: 22-081512

 

8

 

	
   

  	
  N. Baltimore, OH (#25)

  
	
   

  	
  12906 Deshler Road

  
	
   

  	
  N. Baltimore, OH 45872

  

 

Exhibit A-25

 

Legal Description

 

Situated
in the Township of Bloom, County of Wood and State of Ohio:

 

And
more particularly described as follows:

 

And
being a part of the west half (1/2) of the northwest quarter (1/4) and part of
the west half (1/2) of the southwest quarter (1/4) of Section thirty-one
(31), Town three (3) North, Range eleven (11) East, a tract of land
bounded and described as follows:

 

Beginning
at the point of the intersection of the centerline of State Highway No. 18
with the west line of said Section thirty-one (31), said point lying one
thousand seven hundred seventy-one and seventy-two hundredths (1,771.72) feet
north of the southwest corner of said Section thirty-one (31);

 

Thence
from the above described point of the beginning and along the west line of said
Section thirty-one (31), north zero (00) degrees twenty-five (25) minutes
twenty-nine (29) seconds east, a distance of two thousand ninety-four and
sixty-two hundredths (2,094.62) feet to the intersection of said Section line
with the south right of way line of the Baltimore and Ohio Railroad and lying
fifty and zero hundredths (50.00) feet south of the centerline of the main
tracks thereof;

 

Thence
with the south right of way line of said railroad, south eighty-one (81)
degrees thirty-seven (37) minutes nineteen (19) seconds east, a distance of one
thousand one hundred forty-three and forty-six hundredths (1,143.46) feet to an
iron stake in the west right of way line of the Toledo and Ohio Central
Railroad and passing and iron stake set at one hundred forty-nine and
twenty-six hundredths (149.26) feet in the east limited access right of way of
Interstate Highway No. 75;

 

Thence
with the west right of way of the Toledo and Ohio Central Railroad, south one
(01) degree twenty-nine (29) minutes nineteen (19) seconds east, a distance of
sixteen and fifty hundredths (16.50) feet to an iron stake;

 

Thence
north eighty-one (81) degrees thirty-seven (37) minutes nineteen (19) seconds
west, a distance of sixty-six and zero hundredths (66.00) feet to an iron
stake;

 

Thence
south one (01) degree twenty-nine (29) minutes nineteen (19) seconds east, a
distance of one hundred sixty-five and zero hundredths (165.00) feet to an iron
stake;

 

Thence
south eighty-one (81) degrees thirty-seven (37) minutes nineteen (19) seconds
east, a distance of sixty-six and zero hundredths (66.00) feet to an iron stake
in the west right of way of the Toledo and Ohio Central Railroad;

 

Thence
with said right of way line, south one (01) degree twenty-nine (29) minutes
nineteen (19) seconds east, a distance of eight hundred sixty-one and ten
hundredths (861.10) feet to the P.C. of a curve;

 

Thence
continuing with said right of way and along a curve to the right with a central
angle of two (02) degrees three (03) minutes nineteen (19) seconds and a radius
of eleven thousand two hundred ninety and fifty-one hundredths (11,290.51)
feet, a distance of four hundred five and zero hundredths (405.00) feet to the
P.T. of said curve, the chord of said curve bearing south zero (00) degrees
twenty-seven (27) minutes thirty-nine (39) seconds east, a distance of four
hundred and ninety-eight hundredths (404.98) feet;

 

Thence
continuing with said right of way line, south zero (00) degrees thirty-four
(34) minutes west, a distance of four hundred seventy-eight an twenty-five
hundredths (478.25) feet to the centerline of State Highway Route No. 18
and passing an iron stake set thirty and eleven hundredths (30.11) feet therefrom;

 

Thence
with the centerline of said highway, south eighty-five (85) degrees nineteen
(19) minutes fifty-six (56) seconds west, a distance of one hundred fifty-six
and twenty-one hundredths (156.21) feet to the P.C. of a curve;

 

Thence
with said centerline being a curve to the right with a central angle of six
(06) degrees forty-one (41) minutes forty-five (45) seconds and a radius of
three thousand eight hundred nineteen and seventy-two hundredths (3,819.72)
feet, a distance of four hundred forty-six and thirty-nine hundredths (446.39)
feet, the chord of said curve bearing south eighty-eight (88) degrees forty
(40) minutes forty-eight (48) seconds west, a distance of four hundred
forty-six and twelve hundredths (446.12) feet;

 

Thence
continuing with said centerline, north eighty-seven (87) degrees fifty-eight
(58) minutes nineteen (19) seconds west, a distance of five hundred fifty-four
and fifty-five hundredths (554. 55) feet to the point of beginning.

 

Subject
to all legal highways.

 

1

 

LESS
AND EXCEPT THE FOLLOWING PARCELS DESIGNATED AS A), B) AND C):

 

A)  A
parcel of land being a part of the southwest quarter (1/4) of Section thirty-one
(31), Township three (3) North, Range eleven (11) East, Bloom Township,
Wood County, Ohio, and being more particularly described as follows:

 

Commencing
at the point of intersection of the centerline of State Route 18 with the west
line of Section thirty-one (31), said point being one thousand seven
hundred seventy-one and seventy-two hundredths (1,771.72) feet north of the
southwest corner of Section thirty-one (31);

 

Thence
south eighty-seven (87) degrees fifty-eight (58) minutes nineteen (19) seconds
east, on the centerline of State Route 18, a distance of five hundred
seventy-one and five hundredths (571.05) feet to a point;

 

Thence
easterly, continuing on the centerline of State Route 18, along a curve to the
left, said curve having a radius of three thousand eight hundred nineteen and
seventy-two hundredths (3,819.72) feet, a central angle of five (05) degrees
twenty-six (26) minutes six (06) seconds, an arc length of three hundred
sixty-two and thirty-three hundredths (362,33) feet, a chord bearing of north
eighty-nine (89) degrees eighteen (18) minutes thirty-eight (38) seconds east
and a chord length of three hundred sixty-two and twenty hundredths (362.20)
feet to a point, said point being the true point of beginning of the parcel
herein described;

 

Thence
north zero (00) degrees thirty-eight (38) minutes eight (08) seconds east, a
distance of fifty-nine and forty-two hundredths (59.42) feet to an iron pin on
the northerly right of way line of State Route 18;

 

Thence
continuing north zero (00) degrees thirty-eight (38) minutes eight (08) seconds
east, a distance of four hundred four and eighty-eight hundredths (404.88) feet
to an iron pin;

 

Thence
north zero (00) degrees thirty-four (34) minutes eight (08) seconds west, a
distance of thirty-five and twelve hundredths (35.12) feet to an iron pin;

 

Thence
south eighty-seven (87) degrees twenty-six (26) minutes fifty-three (53)
seconds east, a distance of two hundred thirty-nine and sixty-two hundredths
(239.62) feet to an iron pin on the westerly right of way line of the Toledo
and Ohio Central Railroad;

 

Thence
south zero (00) degrees thirty-four (34) minutes zero (00) seconds west, on a
line being fifty and zero hundredths (50.00) feet westerly of, as measured
perpendicular to and parallel with the centerline of the westerly right of way
line of the Toledo and Ohio Central Railroad, a distance of four hundred forty
and zero hundredths (440.00) feet to an iron pin on the northerly right of way
line of State Route 18;

 

Thence
continuing south zero (00) degrees thirty-four (34) minutes zero (00) seconds
west on the westerly right of way line of the Toledo and Ohio Central Railroad,
a distance of thirty and eleven hundredths (30.11) feet to a point on the
centerline of State Route 18;

 

Thence
south eighty-five (85) degrees nineteen (19) minutes fifty-six (56) seconds
west, on the centerline of State Route 18, a distance of one hundred fifty-six
and twenty-one hundredths (156.21) feet to a point, said point being Station
25+ 00.93 of the centerline stationing of State Route 18, as established by the
Ohio Department of Transportation;

 

Thence
southwesterly, continuing on the centerline of State Route 18 and on a curve to
the right, said curve having a radius of three thousand eight hundred nineteen
and seventy-two hundredths (3,819.72) feet, a central angle of one (01) degree
fifteen (15) minutes thirty-nine (39) seconds, an arc length of eighty-four and
six hundredths (84.06) feet, a chord bearing of south eighty-five (85) degrees
fifty-seven (57) minutes forty-six (46) seconds west, and a chord length of
eighty-four and five  hundredths (84.05)
feet, to the true point of beginning of the parcel herein described, containing
two and six hundred sixty-two thousandths (2.662) acres of land, more or less,
as surveyed by Robert B. Emsberger, Registered Land Surveyor #5520, on October 18,
1988.

 

B)  All
that part of the southwest quarter (1/4) of Section thirty-one (31), Town
three (3) North, Range eleven (11) East, Bloom Township, Wood County,
Ohio, bounded and described as follows, with the stationing referred to herein
being part of a centerline survey plat made in 1999 -  2000 for the Ohio Department of
Transportation titled “HAN/WOO-76-24.02/0.00” and all stationing used herein
unless otherwise noted is referenced to the centerline of survey of State Route
18;

 

Commencing
at a railroad spike found marking the southwest corner of said Section thirty-one
(31), and being one hundred eight and eighteen hundredths (108.18) feet right
of Station 0 + 12.84 (centerline of survey Interstate 76);

 

2

 

Thence
on the west line of the southwest quarter of (1/4) of said Section thirty-one
(31) on a bearing of north zero (00) degrees twenty-six (26) minutes thirty-six
(36) seconds east, one thousand seven hundred eighty-six and eight hundredths
(1,786.08) feet, to the centerline of State Route 18, and the Grantor’s
southwest property corner, being fifteen and forty-nine hundredths (15.49) feet
left of Station 17 + 88.21, (centerline of survey Interstate 75);

 

Thence
on the centerline of State Route 18 the following two courses:

 

1)
South eighty-seven (87) degrees fifty-six (56) minutes thirty-eight (38)
seconds east, five hundred sixty-nine and eighty-four hundredths (569.84) feet
to a point being Station 20 + 54.54;

 

2)
On a curve to the left having a central angle of one (01) degree three (03)
minutes twenty-five (25) seconds, a radius of three thousand eight hundred
nineteen and seventy-two hundredths (3,819.72) feet, an arc of seventy and
forty-six hundredths (70.46) feet, and a chord bearing south eighty-eight (88)
degrees twenty-eight (28) minutes twenty (20) seconds east, seventy and
forty-six hundredths (70.46) feet, to the point of beginning; being Station 21
+ 25.00;

 

Thence
north zero (00) degrees fifty-nine (59) minutes fifty-seven (57) seconds east,
eighty-two and seventy-five hundredths (82.75) feet to a capped iron pin set on
the existing right of way for State Route 18, being eighty-two and seventy-five
hundredths (82.75) feet left of Station 21 + 25.00;

 

Thence
on said existing right of way on a bearing of south eighty-six (86) degrees
thirty-six (36) minutes sixteen (16) seconds east, one hundred eighty-six and
fifty-nine hundredths (186.59) feet, to a capped iron pin set on the proposed
right of way for State Route 18, being seventy and thirty-one hundredths
(70.31) feet left of Station 23 + 15.00;

 

Thence,
on the proposed right of way following two courses:

 

1)
North one (01) degree fifty-one (51) minutes three (03) seconds west, fourteen
and sixty-nine hundredths (14.69) feet to a capped iron pin set, being
eighty-five and zero hundredths (85.00) feet left of Station 23 + 15.00;

 

2)
North eighty-seven (87) degrees twenty (20) minutes twenty-one (21) seconds
east one hundred five and sixty-one hundredths (105.61) feet, to a iron pin set
on the Grantor’s easterly property line, being eighty-five and zero hundredths
(85.00) feet left of Station 24 + 23.01;

 

Thence
on said property line on a bearing of south zero (00) degrees thirty-nine (39)
minutes forty-nine (49) seconds west eighty-five and twenty-two hundredths
(85.22) feet, to the Grantor’s southeast property corner, being on the
centerline of State Route 18, and also being Station 24 + 18.87;

 

Thence
on the said centerline on a curve to the right having a central angle of four
(04) degrees twenty-two (22) minutes forty-one (41) seconds, a radius of three
thousand eight hundred nineteen and seventy-two hundredths (3,819.72) feet, an
arc of two hundred ninety-one and eighty-seven hundredths (291.87) feet, and a
chord bearing south eighty-eight (88) degrees forty-eight minutes thirty-seven
(37) seconds west, two hundred ninety-one and eighty hundredths (291.80) feet
to the point of beginning.

 

Containing
five hundred thirty-seven thousandths (.537) acres, more or less of which two
hundred ninety-nine thousandths (.299) acres lies in Parcel A02-311-310000012000 and two
hundred thirty-eight thousandths (.238) acres lies in Parcel
A02-311-310000011000, the present right of way contains four hundred
eighty-eight thousandths (.488) for a net take of forty-nine thousandths (.049)
acres.

 

This
legal description was prepared by Duane C. Homan, Professional Surveyor No. 7482,
Mannik and Smith, Inc., from instruments of record and from a survey shown
on the centerline of survey plat entitled “HAN/WOO-75-24.02/0.00”, and subject
to all legal highways.

 

C)  All
that part of the southwest quarter (1/4) of Section thirty-one (31), Town
three (3) North, Range eleven (11) East, Bloom Township, Wood County,
Ohio, bounded and described as follows, with the stationing referred to herein
being part of a centerline survey plat made in 1999-2000 for the Ohio
Department of Transportation titled “HAN/WOO-75-24.02/0.00” and all stationing
used herein unless otherwise noted is referenced to the centerline of survey of
Interstate 75;

 

Commencing
at a railroad spike found marking the southwest corner of said Section thirty-one
(31), and being one hundred eight and eighteen hundredths (108.18) feet right
of Station 0 + 12.84;

 

Thence
on the west line of the southwest quarter (1/4) of said Section thirty-one
(31) on a bearing of north zero (00) degrees twenty-six (26) minutes thirty-six
(36) seconds east, one thousand seven hundred eighty-six and eight hundredths
(1,786.08) feet, to the centerline of State Route 18, and the point of
beginning, being the

 

3

 

Grantor’s
southwest property corner, being fifteen and forty-nine hundredths (15.49) feet
left of Station 17 + 89.21;

 

Thence
continuing on the west line of the southwest quarter (1/4) of said Section thirty-one
(31), north zero (00) degrees twenty-six (26) minutes thirty-six (36) seconds
east, two thousand ninety-four and thirteen hundredths (2,094.13) feet, to the
Grantor’s northwest property corner, on the right of way for CSX Transportation, Inc.,
formerly B. and O. Railroad Co., and being fifteen and fifty-one hundredths
(15.51) feet right of Station 38 + 83.29;

 

Thence
on the Grantor’s northerly property line also being the right of way for CSX
Transportation, Inc., on a bearing of south eighty-one (81) degrees
thirty-eight (38) minutes thirty-six (36) seconds east, one hundred forty-seven
and twenty-five hundredths (147.25) feet, to a capped iron pin set on the
existing limited access right of way for Interstate 75, and being one hundred
sixty and eighty-nine hundredths (160.89) feet right of Station 38 + 59.87);

 

Thence
on the said existing limited access right of way the following three courses:

 

1)
South zero (00) degrees forty-eight (48) minutes twenty-six (26) seconds east,
five hundred ten and thirty-nine hundredths (510.39) feet, to a capped iron pin
set, being one hundred sixty-one and zero hundredths (161.00) feet right of
Station 33 + 49.48;

 

2)
South zero (00) degrees fifty (50) minutes four (04) seconds west, five hundred
sixty-two and seventy-four hundredths (562.74) feet, to a capped iron pin set,
being one hundred forty-five and zero hundredths (145.00) feet right of Station
27 + 86.97;

 

3)
South two (02) degrees three (03) minutes twenty (20) seconds east, two hundred
sixty and ninety-one hundredths (260.91) feet, to a capped iron pin set on the
proposed limited access right of way for interstate 75, and being one hundred
fifty-one and ninety-two hundredths (151.92) feet right of Station 25 + 27.48;

 

Thence
on the said proposed limited access right of way the following six courses:

 

1)
On a curve to the left having a central angle of sixteen (16) degrees
thirty-nine (39) minutes twenty (20) seconds, a radius of eight hundred
twenty-six and forty-seven hundredths (826.47) feet, an arc of two hundred
forty and twenty-five hundredths (240.25) feet, and a chord bearing south
twenty (20) degrees seventeen (17) minutes thirty-nine (39) seconds east, two
hundred thirty-nine and forty-one hundredths (239.41) feet to a capped iron pin
set, being two hundred thirty-four and seventy-six hundredths (234.76) feet
right of Station 23 + 04.38;

 

2)
South twenty-eight (28) degrees thirty-seven (37) minutes nineteen (19) seconds
east, one hundred fifty-six and fourteen hundredths (156.14) feet, to a capped
iron pin set, being three hundred ten and twenty-five hundredths (310.25) feet
right of Station 21 + 68.64;

 

3)
South nineteen (19) degrees twenty-one (21) minutes three (03) seconds east,
sixty-two and seven hundredths (62.07) feet, to a capped iron pin set, being
three hundred thirty-one and eighteen hundredths (331.18) feet right of Station
21 + 10.10;

 

4)
South seventeen (17) degrees twelve (12) minutes thirteen (13) seconds east,
one hundred forty and eighty hundredths (140.80) feet, to a capped iron pin
set, being three hundred seventy-three and sixty-six hundredths (373.66) feet
right of Station 19 + 75.86;

 

5)
South twenty-three (23) degrees twenty-two (22) minutes thirty-nine (39)
seconds east, one hundred five and ninety-eight hundredths (105.98) feet, to a
capped iron pin set, being four hundred sixteen and thirty-one hundredths
(416.31) feet right of Station 18 + 75.84;

 

6)
South seventy-six (76) degrees thirty-two (32) minutes forty-seven (47) seconds
east, eighty-eight and nine hundredths (88.09) feet, to a capped iron pin set
on the existing right of way for State Route 18, being eighty-five and zero
hundredths (85.00) feet left of Station 20 + 00.00 (State Route 18 stationing);

 

Thence
on the said existing right of way the following two courses:

 

1)
South eighty-seven (87) degrees fifty-six (56) minutes thirty-eight (38)
seconds east, fifty-four and fifty-four hundredths (54.54) feet, to a capped
iron pin set, being eighty-five and zero hundredths (85.00) feet left of Station
20 + 54.54 (State Route 18 stationing);

 

2)
South eighty-six (86) degrees thirty-six (36) minutes sixteen (16) seconds
east, sixty-eight and ninety-five hundredths (68.95) feet left of Station 21 +
25.00 (State Route 18 stationing);

 

Thence
south zero (00) degrees fifty-nine (59) minutes fifty-seven (57) seconds west,
eighty-two and seventy-five hundredths (82.75) feet, to the centerline of State
Route 18, being Station 21 + 25.00 (State Route 18 stationing);

 

Thence
on the centerline of State Route 18 the following two courses:

 

1)
On a curve to the right having a central angle of one (01) degree three (03)
minutes twenty-five (25) seconds, a radius of three thousand eight hundred
nineteen and seventy-two hundredths (3,819.72) feet, an arc of

 

4

 

seventy
and forth-six hundredths (70.46) feet, and a chord bearing north eighty-eight
(88) degrees twenty-eight (28) minutes twenty (20) seconds west, seventy and
forty-six hundredths (70.46) feet, to a point being Station 20 + 54.54 (State
Route 18 stationing);

 

2)
North eighty-seven (87) degrees fifty-six (56) minutes thirty-eight (38)
seconds west, five hundred sixty-nine and eighty four hundredths (569.84) feet
to the point of beginning.

 

Containing
ten and five hundred sixty-six thousandths (10.566) acres more or less of which
five and nine hundred ninety-six thousandths (5.996) acres lies in Parcel No. A02-311-310000012000
and four and five hundred seventy thousandths (4.570) acres lies in Parcel
A02-311-310000911000, the present right of way contains nine and eight hundred
ninety-three thousandths (9.893) acres for a net take of six hundred
seventy-three thousandths (.673) acres.

 

The
legal description was prepared by Duane C. Homan, Professional Surveyor No. 7432,
Mannik and Smith, Inc., from instruments of record and form a survey shown
on the centerline of survey plat titled “HAN/WOO-75-24.02/0.00”, and subject to
all legal highways.

 

5

 

 

New Paris, OH (#57)

9787 US Route 40 West

New Paris, OH 45347

 

Exhibit A-26

 

Legal Description

 

SITUATED IN THE SOUTHWEST AND NORTHWEST QUARTERS OF
FRACTIONAL SECTION 31, TOWNSHIP 9 NORTH, RANGE 1 EAST, JEFFERSON TOWNSHIP,
PREBLE COUNTY, OHIO AND BEING PART OF A
32.590 ACRE TRACT AS DESCRIBED IN DEED RECORD BOOK 386, PAGE 245, IN
THE PREBLE COUNTY RECORDER’S OFFICE, AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:

 

COMMENCING AT AN IRON ROD FOUND AT THE NORTHWEST
CORNER OF SAID SOUTHWEST QUARTER;

 

THENCE SOUTH 00 DEG. 31’ 45” WEST (BEARINGS BASED
UPON THE WEST LINE OF SAID QUARTER TO BE SOUTH 00 DEG. 31’ 45” WEST PER A
SURVEY PERFORMED BY BEALS SURVEYING CORPORATION DATED 3 AUGUST 1995) 529.31
FEET ALONG SAID WEST LINE, TO A POINT ON THE NORTH RIGHT OF WAY OF UNITED
STATES HIGHWAY NO. 40;

 

THENCE SOUTH 58 DEG. 09’ 52” EAST 195.05 FEET ALONG
SAID RIGHT OF WAY, TO A POINT;

 

THENCE NORTH 82 DEG. 59’ 10” EAST 289.73 FEET ALONG
SAID RIGHT OF WAY, TO THE POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED,
WITNESS AN IRON ROD FOUND SOUTH 03 DEG. 50’ 17” WEST 7.32 FEET;

 

THENCE NORTH 00 DEG. 25’ 43” EAST 353.47 FEET ALONG
THE EAST LINE OF A 1.223 ACRE TRACT AS DESCRIBED IN DEED RECORD BOOK 201, PAGE
2678 AND THE EXTENSION THEREOF, TO AN IRON ROD FOUND;

 

THENCE NORTH 89 DEG. 34’ 15” WEST 175.03 FEET ALONG
THE NORTH LINE OF SAID TRACT, TO AN IRON ROD FOUND;

 

THENCE NORTH 00 DEG. 25’ 45” EAST 649.48 FEET ALONG
A WEST LINE OF SAID 32.590 ACRE TRACT, TO AN IRON ROD FOUND;

 

THENCE SOUTH 89 DEG. 47’ 25” EAST 175.03 FEET ALONG A NORTH LINE OF SAID TRACT, TO AN
IRON ROD SET;

 

THENCE NORTH 00 DEG. 08’ 11” EAST 354.76 FEET ALONG
A WEST LINE OF SAID TRACT, TO A POINT;

 

THENCE SOUTH 88 DEG. 07’ 50” EAST 1015.25 FEET ALONG
A NORTH LINE OF SAID TRACT, ALSO BEING A SOUTH LINE OF A 12.259 ACRE TRACT AS
DESCRIBED IN DEED RECORD BOOK 63, PAGE 295, TO AN IRON ROD FOUND;

 

THENCE SOUTH 05 DEG. 38’ 25” WEST 1236.23 FEET ALONG
THE WEST LINE OF SAID 12.259 ACRE TRACT, TO A POINT ON SAID NORTH RIGHT OF WAY,
WITNESS AN

 

1

 

IRON
ROD FOUND  SOUTH 05 DEG. 31’ 58” WEST
19.36 FEET;

 

THENCE
SOUTH 83 DEG. 52’ 03” WEST 303.02 FEET ALONG SAID RIGHT OF WAY, TO A POINT;

 

THENCE
SOUTH 84 DEG. 35’ 01” WEST 400.03 FEET ALONG SAID RIGHT OF WAY, TO A POINT;

 

THENCE
SOUTH 82 DEG. 59’ 10” WEST 203.56 FEET, TO THE POINT OF BEGINNING, CONTAINING
30.994 ACRES, MORE OR LESS, AS SHOWN IN DRAWING NO. E-348 DATED 17 FEBRUARY
2005.

 

G22-913110000004-001

 

2

 

Toledo (Perrysburg) OH #17

26416 West Service Road    

Toledo, OH 43551    

 

Exhibit A

 

PARCEL 1:

 

Situated in the Township of
Lake, County of Wood and State of Ohio:

 

And known as being a parcel
of land situated in part of the South three quarters of the Northeast quarter
of Section 27, Town 7 North, of Range 12 East, and being a part of an
original 105 acre tract as conveyed to Robert W. and Pearl M. Bahnsen by deed
recorded in Volume 525, Page 150, Wood County Records an being bounded on
the West by the East R/W of I-280, and on the North by lands conveyed to
Family & Associates by an instrument recorded in Volume 569 of Deeds,
Page 25, Wood County Records and on the South by the North right-of-way
line of a connector road and on the East by the West R/W of the East Service
Road, more particularly describe as follows:

 

Commencing, for reference,
at a found 1/2 inch iron pin at the Southeast corner of the Northeast quarter
of Section 27;

 

Thence North 89 deg. 41’ 19”
West, 1,616.86 feet on and along the South line of said Northeast quarter to a
point, the intersection of said South line and the Westerly R/W line of the
East Service Road, said point, referenced by an iron pin set at 25.00 feet
North 00 deg. 04’ 46” West, and the principal point of beginning of the tract
herein to be described;

 

Thence continuing North 89
deg. 41’ 19” West, 515.60 feet on and along said South line to a point at the
intersection of said South line and the Easterly right-of-way line of I-280,
said point referenced by an iron pin set at 25.00 feet North 00 deg. 18’ 41”
East;

 

Thence Northerly on and
along said Easterly R/W line the following six courses:

 

1.    North 00 deg. 18’ 41” East, 110.00 feet to a set iron pin;

 

2.    North 21 deg. 37’ 12” West, 574.01 feet to a set iron pin;

 

3.    North 07 deg. 00’ 17” West, 359.03 feet to a set iron pin;

 

4.    North 03 deg. 16’ 04” East, 550.57 feet to a set iron pin;

 

5.    North 84 deg. 07’ 47” West, 14.53 feet to a set iron pin;

 

6.    North 05 deg. 19’ 03” East, 476.86 feet to a set iron pin at the
intersection of said Easterly R/W line of I-280 and the North line of the South
three quarters of the Northeast quarter of Section 27 and the North line
of lands of the grantor;

 

Thence South 89 deg. 38’ 47”
East, 706.52 feet on and along said North line to an iron pin set at the intersection
of said North line and the West R/W of the East Service Road;

 

Thence South 00 deg. 04’ 46”
East, 1,999.38 feet on and along said West line to the point of beginning
enclosing an area of 32.173 acres of land, more or less.

 

Subject to all legal
highways.

 

1

 

Parcel 2:

 

Situated in the Township of
Lake, County of Wood and State of Ohio:

 

And known as being a parcel
of land situated in part of the East half of the Southwest quarter of
Section 27, Town 7 North, Range 12 East, being more particularly described
as follows:

 

Commencing, for reference,
at a found monument box w/iron pin at the Southeast corner of the East half of
the Southwest quarter of Section 27;

 

Thence North 89 deg. 41’ 20”
West, 1,190.02 feet on and along the South line said East half to an iron pin
found at the intersection of said South line and the East right-of-way line of
the West Service Road;

 

Thence North 00 deg. 01’ 49”
East, 525.80 feet on and along said East r/w line to an iron pin set, being the
principal point of beginning of the tract herein to be described;

 

Thence continuing North 00
deg. 01’ 49” East, 489.32 feet on and along said East r/w line to an iron pin
found at the Southwest corner of a 30.00 acre tract of land as conveyed to J.
A. Cardwell by an instrument recorded in Volume 620, Page 744, Wood County
Deed Records;

 

Thence South 89 deg. 58’ 11”
East, 1,020.33 feet on and along the South line of said 30.00 acre tract of
land to a found iron pin on the Westerly right-of-way line for Interstate 280;

 

Thence South 00 deg. 46’ 04”
East, 489.37 feet on and along said Westerly right-of-way line to a set iron
pin;

 

Thence North 89 deg. 48’ 11”
West, 1,027.15 feet parallel to the South line of the aforesaid 30.00 acre
tract to the point of beginning enclosing an area of 11.50 acres of land, more
or less, subject to all legal highways, easements and restrictions of record.

 

The bearings referred to
herein are based upon an assumed meridian and are used only for the purposes of
angular measurement. Iron pins set are 5/8 inch rebar with a plastic cap
bearing the company name.

 

This legal description is
based upon a land survey performed during November 1986 and May 1990
by Poggemeyer Design Group, Inc. and was prepared by Robert A. Sanford,
Professional Surveyor No. 5424.

 

PARCEL 3:

 

Situated in the Township of
Lake, County of Wood and State of Ohio:

 

And known as being in part
of the East half of the Southwest quarter of Section 27, Town 7 North,
Range 12 East, and being the North 30.00 acres of a tract of land bounded on
the West by the East right-of-way of West Service Road and on the North by the
South right-of-way of Connector Road and on the East by the West right-of-way
of I-280 and on the South by the South line of Section 27 being more
particularly described as follows:

 

2

 

Commencing, for reference,
at a found monument box with iron pin at the Southeast corner of the East half
of the Southwest quarter of Section 27;

 

Thence North 89 deg. 41’ 20”
West, 1,190.02 feet on and along the South line of the East half to an iron pin
found at the intersection of said South line and the East right-of-way line of
the West Service Road;

 

Thence North 00 deg. 01’ 49”
East, 1,015.12 feet on and along said East right-of-way line to an iron pin
found, being the principal point of beginning of the tract herein to be
described;

 

Thence continuing North 00
deg. 01’ 49” East, 1,418.53 feet on and along said East right-of-way line to an
iron pin found at the intersection of said East right-of-way line and the South
right-of-way line of Connector Road, passing through an iron pin found at 30.00
feet;

 

Thence Easterly and
Southerly on and along the said South right-of-way line and the Westerly right-of-way
line of I-280 the following six courses:

 

1.   South 89 deg. 41’ 19” East, 629.51 feet to a found iron pin;

 

2.   South 42 deg. 50’ 28” East, 109.66 feet to a found iron pin;

 

3.   South 24 deg. 21’ 10” East, 720.02 feet to a found iron pin;

 

4.   South 07 deg. 20’ 33” East, 202.24 feet to a found iron pin;

 

5.   South 01 deg. 11’ 18” West, 400.00 feet to a found iron pin;

 

6.   South 00 deg. 46’ 04” East, 78.80 feet to a found iron pin;

 

Thence North 89 deg. 58’ 11”
West, 1,020.33 feet to the principal point of beginning enclosing an area of
30.00 acres of land, more or less, subject to all legal highways, easements and
restrictions of record.

 

The bearings referred to
herein are based upon an assumed meridian and are used only for the purposes of
angular measurement.

 

This legal description is
based upon a land survey performed during April, 1990, by Poggemeyer Design
Group, Inc. and was prepared by Robert A. Sanford, Professional Surveyor
No. 5424.

 

3

 

Oklahoma City, OK (#16)

20 Martin Luther King Blvd.

Oklahoma City, OK 73117

 

Exhibit A-28

 

Legal
Description

 

Tract 1

 

A tract of land lying in the
Southwest Quarter of Section 36,Township 12 North, Range 3 West of the
Indian Meridian, Oklahoma County, Oklahoma, being a part of Lot 1, Block 1,
Petro Stopping Center, an addition to Oklahoma City, Oklahoma, according to the
plat recorded In Book 53 of Plats, page 37 and being more particularly
described as follows:

 

Commencing at the Southwest
Corner of the Southwest Quarter of Section 36, Township 12 North, Range 3
West of the Indian Meridian;

 

THENCE North 00°43’14” West
along the west line of said Southwest Quarter a distance of 560 feet;

 

THENCE North 88°49’16” East
a distance of 75 feet to a point or place of beginning on the east right
of way of Martin Luther King Boulevard, formerly Eastern Avenue;

 

THENCE North 00°43’14” West
along said right of way a distance of 340 feet;

 

THENCE North 89°16’46” East
along said right of way a distance of 25 feet;

 

THENCE North 00°43’14” West
along said right of way a distance of 500 feet;

 

THENCE South 89°16’46” West
along said right of way a distance of 40 feet;

 

THENCE North 00°43’14” West
along said right of way a distance of 90.78 feet to a point on the south right
of way of the M.K.&T. Railroad;

 

THENCE North 85°53’26” East
along said right of way a distance of 923.90 feet;

 

THENCE North 67°24’48” East
along said right of way a distance of 430 feet;

 

THENCE South 00°43’14” East
a distance of 170.94 feet;

 

THENCE South 89°16’46” West
a distance of 195.00 feet; —

 

THENCE South 00°43’14” East
a distance of 375.00 feet;

 

THENCE North 89°16’46” East
a distance of 195.00 feet;

 

1

 

THENCE South 00°43’14” East
a distance of 580.00 feet to a point on a curve;

 

THENCE southwesterly along a
curve to the right having a radius of 2210.31 feet a distance of 389.02 feet to
a point of tangent;

 

THENCE South 88°49’16” West
a distance of 894.65 feet;

 

THENCE North 45°56’59” West
a distance of 35.21 feet to the point of beginning.

 

Tract 2

 

A tract of land lying in the
Southwest Quarter of Section 36, Township 12 North, Range 3 West of the
Indian Meridian, Oklahoma County, Oklahoma, being a part of Lot 1, Block 1,
Petro Stopping Center, an addition to Oklahoma City, Oklahoma, according to the
plat recorded in Book 53 of Plats, page 37 and being more particularly
described as follows:

 

Commencing at the Southwest
Corner of the Southwest Quarter of said Section 36;

 

THENCE North 00°43’14” West
along the west line of said Southwest Quarter a distance of 535.00 feet;

 

THENCE North 88°49’16” East a
distance of 75.00 feet to a point lying on the easterly right of way line for
Martin Luther King Boulevard;

 

THENCE continuing North
88°49’16” East a distance of 919.65 feet to a point of curvature;

 

THENCE northeasterly along
the arc of a curve to the left, said curve having a radius of 2210.31 feet, a
chord bearing North 83°46’44” East, a chord distance of 388.52 feet, an arc
distance of 389.02 feet;

 

THENCE North 00°43’14” West
a distance of 580.00 feet to the point of beginning;

 

THENCE South 89°16’46” West
a distance of 195.00 feet;

 

THENCE North 00°43’14” West
a distance of 375.00 feet;

 

THENCE North 89°16’46” East
a distance of 195.00 feet;

 

THENCE South 00°43’14” East
a distance of 375.00 feet to the point of beginning.

 

2

 

Medford, OR (#24)

3730 Fern Valley Road

Medford, OR 97504

 

Exhibit A-29

 

Legal Description

 

Commencing
at the north-northeast corner of Donation Land Claim No. 42, Township 38
South, Range 1 West of the Willamette Meridian in Jackson County, Oregon;
thence along the east boundary of said claim, South 0°07’07” West (Record South
0°80’30” West) 1516.35 feet; thence South 89°58’37” West 1140.37 feet (Record
West 1140,48 feet) to the northeast corner of Parcel No. 2 as described in
instrument recorded as No. 78-29277, Official Records of said County; thence
along the easterly fine of said parcel South 0°07’07” West 82.42 feet to the
southeast corner of that tract conveyed to the City of Phoenix, Oregon by instrument
recorded as No. 95-16762, said Official Records, for the True Point Of
Beginning; thence continue South 0°07’07” West 738.87 feet, more or less, to a
5/8” rebar with yellow plastic cap found set for the northeast corner of tract
described in instrument recorded as No. 94-19651, said Official Records;
thence along the northerly line of said tract as follows: North 89°11’07” West
222.71 feet (Record North 89°11’30” West 222.76
feet) to a 5/8” rebar with yellow plastic cap found; North 46°33’07”
West 155.53 feet (Record North 46°33’05” West 155.60 feet) to a 5/8” rebar with
yellow plastic cap found; North 82°49’28” West (Record North 82°45’20” West) 18.98 feet to a 5/8” rebar with yellow plastic cap
found; South 57°03’08” West 142.73 feet (Record South 57°02’50” West 142.775
feet) to a 5/8” rebar with yellow plastic cap found; South 38°45’02” West
(Record South 38°40’10” West) 26.82 feet
to a 5/8” rebar with yellow plastic cap found; South 59°48’50” West 24.70 feet
(Record South 59°49’ West 24.695 feet) to a 5/8” rebar with yellow plastic cap
found on the northeasterly right-of-way line of Interstate Highway No. 5;
thence along said highway line as follows: North 3l°21’30” West 151.02 feet
(Record North 31°21’40” West 150.975 feet) to a point from which a 5/8” rebar with yellow plastic cap found
bears South 27°23’ West 0.22 feet; thence North 18°38’23” West 291.46 feet
(Record North 18°39’02” West 291.51 feet) to a lead and tack found in concrete
located on the westerly boundary of Parcel 2 as described in instrument
recorded as No. 78-29277, said Official Records (as the same was found to
be monumented); thence along said westerly boundary and the westerly boundary
of Parcel No. 1 as described in said instrument, North 0°07’07” East
334.96 feet (Record 334.97 feet) to a found 5/8” rebar with yellow cap located
on the relocated southerly right-of-way line of Fern Valley (County) Road and
being the southwest corner of Parcel 2 conveyed to the State of Oregon, by and
through its State Highway Commission by deed recorded in Volume 500 page 92 of the Deed Records of Jackson
County, Oregon; thence South 89°44’42” East 361.40 feet, along the southerly
line of said Parcel 2, to a lead plug with tack set in concrete at the
southeast corner thereof; thence South 89°47’58” East, along the south line of
said tract described in instrument recorded as No. 95-16762, said Official
Records, 323.54 feet to the True Point Of Beginning.

 

Account
10025883, Levy Code 4-01, Map 381W10 2801

 

 

Carlisle, PA (#36)

1201 Harrisburg Pike

Carlisle, PA 17013

 

Exhibit A-30

 

Legal Description

 

ALL THOSE CERTAIN lots situate in Middlesex
Township, Cumberland County, Pennsylvania, as shown on ALTA/ACSM Land Title
Survey for Petro/All American Plazas, Inc., prepared by Akens
Engineering/Associates, Inc., dated May 1, 2000 as last revised August 17,
2000, more particularly described as follows;

 

LOT NO. 1

 

BEGINNING at a point, said point being the intersection
of the southerly right-of-way line of U.S. Route 11, and the westerly
right-of-way line of Clinton Avenue; thence progressing in a southerly
direction along right-of-way line of Clinton Avenue, two hundred ninety-seven
and eighty-four hundredths (297.84) feet to a point, the point of Beginning;
thence progressing South thirty-six (36) degrees forty-one (41) minutes zero
(00) seconds East, a distance of nine hundred twenty-four and eleven hundredths
(924.11) feet to a point on the northerly bank of the Letort Spring Run; thence
progressing along said bank the following eight (8) courses and distances:
(1) south sixty (60) degrees one (01) minute forty (40) seconds West,
thirty and forty-five hundredths (30.45) feet; (2) south fifteen (15)
degrees fifty-seven (57) minutes nine (09) seconds West, a distance of
forty-one and forty-nine hundredths (41.49) feet; (3) south four (04)
degrees five (05) minutes fifty-three (53) seconds East, a distance of
ninety-one and ninety-three hundredths (91.93) feet; (4) south
forty-six (46) degrees thirty-eight (38) minutes twenty-three (23) seconds
west, a distance of one hundred thirty-four and forty-six hundredths (134.46)
feet; (5) South fifty-one (51) degrees fifty-one (51) minutes fifteen (15)
seconds West, a distance of sixty-two and thirty-three hundredths (62.33) feet;
(6) South sixty-five (65) degrees forty-eight (48) minutes two (02)
seconds West, a distance of two hundred nineteen and ninety-two hundredths
(219.92) feet; (7) South thirty-two (32) degrees ten (10) minutes
forty-seven (47) seconds West, a distance of ninety-seven and thirty-six
hundredths (97.36) feet; (8) south forty-one (41) degrees seven (07)
minutes thirty-nine (39) seconds West, a distance of two hundred forty-nine and
seventy-nine hundredths (249.79) feet to a point along lands now or
formerly of the Pennsylvania Turnpike Commission; thence progressing along said
lands, South eighty-eight (88) degrees thirty-six (36) minutes thirty-eight
(38) seconds West, a distance of four hundred fifty-one and eighty-seven hundredths
(451.87) feet to a point; thence progressing North thirty-two (32) degrees two
(02) minute two (02) seconds West, a distance of eight hundred forty-seven and
fifty hundredths (847.50) feet to a point; thence progressing along the
southerly line of proposed Lot No. 2, North fifty-four (54) degrees,
thirty-three (33) minutes twenty-three (23) seconds East, a-distance of eight
hundred eighty-five and ninety hundredths (885.90) feet to a point; thence
progressing along the easterly line of proposed Lot No. 2, North
thirty-five (35) degrees thirty (30) minutes zero (00) seconds West, a distance
of two hundred ninety-eight and zero hundredths (298.00) feet to a point on the
southerly right-of-way line of U.S. Route 11; thence progressing along same,
North fifty-four (54) degrees thirty-three (33) minutes twenty-three (23)-
seconds East, a distance of sixty (60.00) feet to a point on the westerly line
of proposed Lot No. 3; thence progressing along same, South thirty-five
(35) degrees zero (00) minutes zero (00) seconds East, a distance of two
hundred ninety-eight and zero hundredths (298.00) feet to a point on the
southerly line of proposed Lot No. 3; thence progressing along same, North
fifty-four (54) degrees thirty-three (33) minutes twenty-three (23) seconds
East, a distance of two hundred twelve and seventy-six hundredths (212.76)
feet- to a point, the point, of BEGINNING.

 

1

 

LOT
NO.2

 

BEGINNING
at a point, said point being the intersection of the southerly right-of-way
line of U.S. Route 11, and the westerly right-of-way line of U.S. Route 11, and
the westerly right-of-way line of Clinton Avenue; thence progressing in a southerly
direction along said right-of-way line, two hundred forty-one and forty
hundredths (241.40) feet to a point, the point of Beginning; thence progressing
South thirty-five (35) degrees thirty (30) minutes zero (00) seconds East, a
distance of two hundred ninety-eight and zero hundredths (298.00) feet to a
point; thence progressing South fifty-four (54) degrees thirty-three (33)
minutes twenty-three (23) seconds West, a distance of eight hundred eighty-five
and ninety hundredths (885.90) feet to a point; thence progressing North
thirty-two (32) degrees twenty-six (26) minutes fifty (50) seconds West, a
distance of two hundred ninety-eight and forty-one hundredths (298.41) feet to
a point on the southerly right-of-way line of U.S. Route 11; thence progressing
along said right-of-way line, North fifty-four (54) degrees thirty-three (33)
minutes twenty-three (23) seconds East, a distance of eight hundred seventy and
one hundredth (870.01) feet to a point, the point of BEGINNING.

 

LOT
NO. 3

 

BEGINNING
at a point, said point being the intersection of the southerly right-of-way
line of U.S. Route 11 and the westerly right-of-way line of Clinton Avenue, the
point of Beginning; thence progressing along the westerly right-of-way line of
Clinton Avenue, South thirty-six (36) degrees forty-one (41) minutes zero (00)
seconds East, a distance of two hundred ninety-seven and eighty-four hundredths
(297.84) feet to a point; thence progressing South fifty-four (54) degrees
thirty-three (33) minutes twenty-three (23) seconds West, a distance of two
hundred and twelve and seventy-six hundredths (212.76) feet to a point; thence
progressing North thirty-five (35) degrees thirty (30) minutes zero (00)
seconds West, a distance of two hundred ninety-eight and zero hundredths (298.00)
feet to a point on the southerly right-of-way line of U.S. Route 11; thence
progressing along said right-of-way line, North fifty-four (54) degrees
thirty-three (33) minutes twenty-three (23) seconds East, a distance of one
hundred eighty-one and forty hundredths (181.40) feet to a point, the point of
BEGINNING.

 

Tax
ID / Parcel No. 21-18-1359-008; 21-18-1359-010; 21-18-1359-010A

 

Being
the same premises which became vested in Petro Stopping Centers, LP by Deed
recorded October 3, 2000 in Cumberland County Records, Deed Book 230, Page 306.

 

2

 

Kingston Springs, TN (#49)

162 Luyben Hills Road

Kingston Springs, TN 37082

 

Exhibit A-31

 

Legal Description

 

Parcel
1:

 

Tract
1:

 

A
tract of land in the 11th Civil District of Kingston Springs, Cheatham County,
Tennessee, being Parcel No. 9 on Tax Map 96M, and being more particularly
described as follows:

 

Beginning
at a Right-of-Way Monument at the intersection of the southerly Right-of-Way
line of interstate 40, and the easterly Right-of-Way for Luyben Hill Road;
thence with the southerly Right-of-Way of interstate 40, North 60 deg. 45’ 35”
East, 658.65 feet to an existing Right-of-Way monument; thence continuing with
the southerly Right-of-Way of interstate 40, North 76 deg. 49’ 02” East, 195.00
feet to an Iron Pin; thence leaving said Right-of-Way, with the Petro property
as recorded in Deed Book 329, Page 325, R.O.C.C., and the herein described
Tract 1, South 13 deg. 10’ 58” East, 555.92’ to an iron pin in the northerly
right-of-way of Petro Road; thence leaving said line with the northerly
right-of-way for Petro Road with a curve to the right with a delta of 9 deg. 22’
29”, a radius of 475.00’, a chord bearing and distance of South 72 deg. 00’37”
West, 77.63’, an arc length of 77.72’ to an iron pin; thence with the northerly
right-of-way for Petro Road, South 76 deg. 41’ 52” West, 165.56’ to an iron
pin; thence with the northerly right-of-way for Petro Road with a curve to the
left with a delta of 6 deg. 20’ 47”, a radius of 525.00’, a chord bearing and
distance of South 73 deg. 31’ 28” West. 58.12”, an arc length of 58.15’ to an
iron pin; thence with the northerly right-of-way for Petro Road South 70 deg.
21’ 05” West, 310.89’ to an iron pin; thence with the northerly right-of-way
for Petro Road with a curve to the right with a delta of 90 deg. 00’ 00”, a
radius of 25.00’, a chord bearing a distance of North 64 deg. 38’ 55” West,
35.36’, an arc length of 39.27’ to an iron pin in the easterly right-of-way of
Luyben Hill Road; thence with easterly right-of-way of Luyben Hill Road, with a
curve to the left with a delta of 29 deg. 12’ 34”, a radius of 567.90’, a chord
bearing and distance of North 34 deg. 15’ 12” West, 286.39’, an arc length of
289.52’ to an iron pin; thence with easterly right-of-way of Luyben Hill Road,
North 48 deg. 51’ 29” West, 148.20’ to the point of beginning and containing
371,282 square feet or 6,523 acres, more or less, as shown hereon.

 

Tract
2:

 

A
tract of land in the 11th Civil District of Kingston Springs, Cheatham County,
Tennessee, and being more particularly described as follows:

 

Beginning
at a right-of-way monument in the easterly right-of-way line of Luyben Hill
Road; thence with the easterly right-of-way of Luyben Hill Road North 19 deg.
38’ 55” West, 8.33 feet to an iron pin; thence with a curve to the right with a
delta of 90 deg. 00’ 00”, a radius of 25.00 feet, a chord bearing and distance
of North 25 deg. 21’ 05” East, 35.36 feet and arc length of 39.27 feet, to an iron
pin in the southerly right-of-way for Petro Road; thence with the southerly
right-of-way of Petro Road, South 54 deg. 51’ 12” West, 125.12 feet to the
point of beginning and containing 1,875 square feet or 0.043 Acres, more or
less.

 

Being
the same property conveyed to Petro PSC Properties, L.P. by Deed of record in
Book 318, Page 503, Register’s Office for Cheatham County, Tennessee.

 

Paroel
2:

 

Tract
1:

 

A
tract of land in the 11th Civil District of Kingston Springs, Cheatham County,
Tennessee, and being more particularly described as follows:

 

Beginning
at an iron pin in the northerly right-of-way line of Petro Road, said iron pin
being the southeast corners of Petro, Inc. Land recorded in Deed Book 318,
page 503, Register’s Office for Cheatham County, Tennessee and iron pin
also being the southwest corner of the herein described tract; thence leaving
the northerly right-of-way line of Petro Road with the common line of herein
described tract and Petro land North 13 deg. 10’ 58”, West 555.92 ft. to an iron
pin in the southerly right-of-way of interstate 40; thence with the southerly
right-of-way line of Interstate 40 North 76 deg. 49’ 02”, East 253.29 ft. to a
concrete monument; thence continuing with the southerly right-of-way line of Interstate
40 North 78 deg. 59’ 24” East 52.93 ft. to a concrete monument, being a common
corner of herein described tract and Lot 8 of Kingston Springs Interstate Subd.
Recorded in Plat Book 11, page 64, R.O.C.C., TN. leaving Interstate 40
with the common line of herein described tract and Lot 8 of Kingston Springs
Interstate Subd. Recorded in Plat Book 11, Page 64, R.O.C.C., TN. leaving
Interstate 40 with the common line of herein described tract and Lot 8 Kingston
Springs interstate Subd. recorded in Plat Book 11, Page 64, R.O.C.C., TN.,
South 11 deg. 16’ 40”, East

 

1

 

483.81
ft. to an iron pin in the northerly boundary line of Tract 2, thence with the
northerly boundary line of Tract 2, South 62 deg. 49’31”, West 259.69 ft. to an
iron pin; thence continuing with the northerly boundary line of Tract 2, with a
curve to the right, with a radius of 475.00 ft. to a delta of 04 deg. 31’26”, a
chord bearing and distance of South 65 deg. 03’40”, West 37.49 ft., an arc
length of 37.50 ft. to a point of beginning and containing 154,731 sq. ft. or
3.552 acres, more or less, as shown hereon.

 

Tract
2:

 

A
tract of land in the 11th Civil District of Kingston Springs, Cheatham County,
Tennessee, and being more particularly described as follows:

 

Beginning
at a iron pin in the northerly right-of-way line of Petro Road, said iron pin
being the southeast corner of Petro, Inc. Land recorded in Deed Book 318,
Page 503, Registers Office of Cheatham County, Tennessee, and iron pin
also being northwest corner of herein described tract; thence, with the
southerly boundary line of Tract 1 with a curve to the left, with a radius of
475.00 ft., a delta of 04 deg. 31’26”, a chord bearing and distance of North 65
deg. 03’40” East 37.49 ft., a arc length of 37.50 to an iron pin; thence,
continuing with the  southerly boundary
line of Tract 1 North 62 deg. 49’31” East 259.69 ft. to an Iron pin being a
common corner of herein described tract and Lot 8 of Kingston Springs
Interstate Subd. Recorded in Plat Book 11, Page 64, leaving the southerly
boundary line of Tract 1 South 26 deg. 49’21”, East 24.88 ft. to a point;
thence South 62 deg. 47’57”, West 259.52 ft. to a point; thence South 62 deg.
47’57”, West 259.52 ft. to a point; thence, with a curve to the right, with a
radius of 500.00 ft., a delta of 05 deg. 00’09”, a chord bearing and distance
of South 65 deg. 18’02”, West 43.64 ft., an arc length of 43.66 ft. to a point;
thence North 13 deg. 10’58”, West 25.33 ft. to the point of beginning and
containing 7,489 sq. ft. or 0.171 acres, more or less, as shown hereon.

 

Being
the same property conveyed to Petro PSC Properties, L.P. by Deed of record in
Book 329, Page 325, Register’s Office for Cheatham County, Tennessee.

 

2

 

Knoxville, TN (#12)

722 Watt Road

Knoxville, TN 37934

 

Exhibit A-32

 

Legal Description

 

TRACT
ONE:

 

SITUATE
in the Sixth Civil District of Knox County, Tennessee, without the corporate
limits of the City of Knoxville, Tennessee, and being more particularly bounded
and described as follows:

 

BEGINNING
at an iron pin located at the southeastern intersection of the right of way of
Palestine Road and Watt Road, said iron pin located 85 feet from the center
line of both Palestine Road and Watt Road; thence from said point of beginning
with the southern right of way of Palestine Road, North 60 deg. 06 min. East,
256.39 feet to an iron pin; thence continuing with said right of way, North 21
deg. 01 min. East, 1018.59 feet to an iron pin corner common to Tract Three; thence
leaving said right of way of Palestine Road and with Tract Three, South 42 deg.
32 min. East, 298.06 feet to an iron pin, corner common to Tract Two; thence
with Tract Two, South 42 deg. 52 min. East, 361.79 feet to an iron pin, corner
common to Smith; thence with Smith, South 42 deg. 52 min. East, 132.37 feet to
an iron pin corner to Palmer; thence along the new divisional line of the
parties, South 14 deg. 56 min. West, 750.48 feet to an iron pin in the
northwestern line of a TVA right of way; thence continuing along the new
divisional line between the parties and the northwestern line of the TVA right
of way, South 54 deg. 18 min. West, 550.0 feet to an iron pin located in the
northeastern right of way of Watt Road; thence with said right of way, North 69
deg. 44 min. West, 47.69 feet to an iron pin; thence North 38 deg. 18 min.
West, 194.70 feet to an iron pin; thence North 60 deg. 29 min. West, 160.70
feet to an iron pin; thence with a curve to the right having radius of 869.93
feet, North 30 deg. 54 min. West, a chord distance of 350.56 feet to an iron
pin being the point of BEGINNING; according to and being known as Tract One on
the survey dated 24 May 1990, as revised 23 December 1991, and
revised 12 February 1992, prepared by Robert G. Campbell, License No. 1199,
with Robert G. Campbell & Associates, L.P., 6636 Central Avenue Pike,
Knoxville, TN 37912, bearing File No. 87052.

 

BEING
the same property conveyed to Petro PSC Properties, L.P., a Delaware limited
partnership, by Warranty Deed from Cardwell Holdings, Inc., a Delaware
corporation, and J. A. Cardwell and wife, Martha Evonne Cardwell, dated May 7,
1992, of record in Deed Book 2072, page 154, in the Knox County Register’s
Office.

 

TRACT
TWO:

 

SITUATE
in the Sixth Civil District of Knox County, Tennessee, without the corporate
limits of the City of Knoxville, Tennessee, and being more particularly bounded
and described as follow:

 

BEGINNING
on an iron pin in the southern right of way of Palestine Road, 1393 feet, more
or less, east of the right of way of Watt Road, corner common to Tract Three;
thence with the southern right of way of Palestine Road, North 29 deg. 11 min.
East, 52.66 feet to an iron pin, corner common to Smith; thence with Smith,
South 42 deg. 28 min. East, 662.81 feet to an iron pin; thence South 29 deg. 33
min. West, 207.99 feet to an iron pin, corner common to Tract One; thence with
Tract One, North 42 deg. 52 min. West, 361.79 feet to an iron pin, corner
common to Tract Three; thence with Tract Three, North 29 deg. 33 min. East,
157.65 feet to an iron pin; thence North 42 deg. 32 min. West, 300.00 feet to
an iron pin in the southern right of way of Palestine Road, the point of
BEGINNING; according to and being known as Tract Two on the survey dated 24 May 1990,
as revised 23 December 1991, revised 12 February 1992, last reviewed
and revised 7 January 2004 and prepared by Robert G. Campbell, License No. 1199,
with Robert G. Campbell & Associates, L.P., 6636 Central Avenue Pike,
Knoxville, TN 37912, bearing File No. 87052.

 

1

 

TRACT THREE:

 

SITUATE in the Sixth Civil
District of Knox County, Tennessee, without the corporate limits of the City of
Knoxville, Tennessee, and being more particularly bounded and described as
follows:

 

BEGINNING on an iron pin in
the southern right of way of Palestine Road, 1235 feet, more or less, east of
the right of way of Watt Road, corner common to Tract One; thence with the
right of way of Palestine Road, North 21 deg. 01 min. east, 6.45 feet to a concrete
monument; thence North 29 deg. 13 min. East, 151.87 feet to an iron pin, corner
common to Tract Two; thence with Tract Two, South 42 deg. 32 min. East, 300.00
feet to an iron pin; thence South 29 deg. 33 min. West, 157.65 feet to an iron
pin, corner common to Tract One; thence with Tract One, North 42 deg. 32 min.
West, 298.06 feet to an iron pin in the southern right of way of Palestine Road,
the point of BEGINNING, according to and being known as Tract Three on the
survey dated 24 May 1990, as revised 23 December 1991, revised 12
February 1992, last reviewed and revised 7 January 2004 prepared by
Robert G. Campbell, License No. 1199, with Robert G. Campbell &
Associates, L.P., 6636 Central Avenue Pike, Knoxville, TN 37912, bearing File
No. 87052.

 

BEING the same property
conveyed to Petro PSC Properties, L.P., a Delaware limited partnership, by
Warranty Deed from J. A. Cardwell d/b/a Cardwell Properties, J. A. Cardwell,
individually, and wife, Martha Evonne Cardwell, dated May 7, 1992, of record in
Deed Book 2072, Page 166, in the Knox County Register’s Office.

 

2

 

Amarillo, TX (#7)

8500 I-40 E. at Lakeside Drive

(Exit 75)

Amarillo, TX 79118

 

Exhibit A-33

 

Legal Description

 

TRACT ONE:

 

Lot 1, Block 4, I. H.
40 East Industrial Park Unit No. 5, an Addition to the City of Amarillo,
Potter County, Texas as shown on the plat thereof recorded in Volume 1638,
Page 817, Official Records, Potter County, Texas, more particularly
described by metes and bounds as follows:

 

A 27.493 acre tract of land
situated in the Northeast portion of Section 90, Block 2. A.B.& M.
Survey, Amarillo, Potter County, Texas, described by metes and bounds as
follow:

 

COMMENCING at the Northeast
corner of said Section 90; THENCE South 00° 25’ 02” West, 335.00 feet;
THENCE South 89° 58’ 10” West, 138.79 feet to a T.D.H.T. R.O.W. monument in the
West R.0.W. line of Loop 335 end the South R.0.W. line of I.H. 40 marking the
most Easterly Northeast corner and TRUE PLACE OF BEGINNING or the tract
described herein;

 

THENCE South 00° 15’ 27”
West, along the West line of Loop 335, 1328.90 feet to a 1/2 inch iron rod;

 

THENCE South 89° 54’ 27”
West 856.35 feet to a point;

 

THENCE North 00° 04’ 03”
West, along a common line with an adjoining 18.811 acre tract, 1399.29 feet to
a point in the South R.O.W. line of I.H. 40 marking the Northwest corner of
this tract and the Northeast corner of said adjoining tract;

 

THENCE North 89° 55’ 57”
East, along said R.O.W. line 327.43 feet to a T.D.H.T. R.O.W. monument.

 

THENCE South 88° 09’ 35”
East, along said R.0.W. line, 487.57 feet to a T.D.H.T. R.O.W. monument;

 

THENCE South 42° 29’ 01”
East, along said R.O.W. line, 72.88 feet to the TRUE PLACE OF BEGINNING and
containing 27.493 acres of land more or less.

 

TRACT TWO:

 

A tract of land situated in
the Northwest One-Quarter of Section 75, Block 2, A.B.& M Survey,
Potter County, Texas, and being more particularly described as follows, to-wit:

 

COMMENCING at the Northwest
corner of said Section 75: thence North 89°56’10” East, along the North
Line of said Section 75, distance of 161.60 feet to a point; thence South
0°25’O2” West, parallel, with the West line of said Section 75, a distance
of 281.21 feet to a concrete highway right-of-way marker in the South right-of-way
line of U.S. Interstate Highway 40 (1-40), marking the most Northerly
Northwest and BEGINNING CORNER of this tract;

 

THENCE North 88°01’55” East,
along the said South right-of-way line of 1-40, a distance of 309.69 feet to a
1/2 inch iron rod with a plastic cap stamped “Thomas RPS 2203” marking the Northeast
corner of this tract;

 

THENCE South 0°15’27 West,
Parallel with the East right-of-way line of State Highway Loop 335 (also called
Lakeside Road), a distance of 511.97 feet to a 1/2 inch rod with a plastic cap
stamped “Thomas RPS 2203” marking the Southeast corner of this tract;

 

THENCE South 89°56’10” West,
parallel with the North line of said Section 75, a distance of 360.00 feet
to a 1/2 inch iron rod with a plastic cap stamped “Thomas
RPS 2203” in the said East right-of-way line of Loop 335, marking the Southwest
corner of this tract;

 

THENCE North O°15’27” East,
along the said East right-of-way line of Loop 335, a distance of 447.88 feet to
a concrete highway right-of-way marker, marking the most Westerly Northwest
corner of this tract;

 

1

 

THENCE North 43°18’57” East,
along the highway right-of-way line, a distance of 74.02 feet to the most
Northerly Northwest and BEGINNING CORNER of this tract.

 

2

 

Beaumont, TX (#4)

5405 Walden Road

Beaumont, TX 77705

 

Exhibit A-34

 

Legal
Description

 

TRACT I:

 

BEING [original illegible]
acre [original illegible] square feet) tract of land out of and a part of that
certain 39.9195 acre tract conveyed to J.A. Cardwell and G.R. Russell by deed
dated October 6, 1978 and recorded in Volume 2115, Page 30 of the
Deed Records of Jefferson County, Texas, and also the K. R. White called 2,914
acre tract and all being situated in the Samuel Stivers League, Abstract
No. 51, Jefferson County, Texas, and being more particularly described as
follows:

 

BEGINNING at an iron rod in
the southerly line of Walden Road, also being the northeasterly corner of the
said K. R. White tract and also being the most easterly north corner of the
tract herein described;

 

THENCE SOUTH 30o 39’ WEST
along the easterly line of said K. R. White tract and the most easterly line of
tract herein described, a distance of 584.31 feet to an iron rod for corner;

 

THENCE NORTH 60o 42’ 15”
WEST along the southerly K. R. White tract, a distance of 210.45 feet to an
iron rod for corner;

 

THENCE SOUTH 89° 59’ WEST,
112.00 feet to an iron rod for corner;

 

THENCE SOUTH 00° 03’ EAST
along the easterly line of said Cardwell and Russell tract, a distance of
416.37 feet to an iron rod for the most southerly corner of tract herein
described;

 

THENCE NORTH 63° 21’ 30”
WEST along the southerly line of tract herein described, a distance of 533.95
feet to an “X” in concrete for corner;

 

THENCE NORTH 25° 59’ 25”
EAST along the westerly line of tract herein described, a distance of 390.00 feet to  an “X” in concrete
for corner;

 

THENCE NORTH 60° 00’ 35”
WEST along the southerly line of tract herein described, a distance of 634.00 feet
to an iron rod for corner in the southeasterly right of way line of Interstate
Highway 10;

 

THENCE NORTH 41° 38’ 32”
EAST along the southeasterly right of way line of Interstate Highway 10 and the
northwesterly line of tract herein described, a distance of 408.15 feet to an
iron rod for corner;

 

1

 

THENCE NORTH 68° 34’ 27”
EAST, 206.72 feet along the southeasterly line of Interstate Highway 10, a
concrete monument for corner, same also marking the new south line of Walden
Road;

 

THENCE SOUTH 68° 17’ 02” EAST, 72.52 feet along the south line of Walden Road, a
concrete monument for angle point;

 

THENCE SOUTH 66° 14’ 21”
EAST, 104.37 feet along the south line of Walden Road, a concrete monument for
angle point;

 

THENCE SOUTH 61° 52’ EAST
along the south line Walden Road, a distance of 103.00 feet to a concrete
monument for corner;

 

THENCE NORTH 29° 45’ EAST,
30.00 feet to a point in the original south line of Walden Road, an iron rod
for corner;

 

THENCE SOUTH 60° 42’ EAST,
676.15 feet along the original south line of Walden Road to an iron rod for
corner;

 

THENCE SOUTH 70° 33’ EAST
along the south line of Walden Road and north line of K. R. White tract, a
distance of 108.78 feet to the PLACE OF BEGINNING and containing in area 20.000
acres (871,200 square feet) of land, more or less.

 

SAVE AND EXCEPT that certain
12.970 acre tract conveyed to Masilla Capital Corporation in Deed recorded
under County Clerk’s Film No. ###-##-#### of the Real Property Records of Jefferson
County, Texas.

 

SAVE AND EXCEPT that certain
0.5139 acre tract conveyed to the City of Beaumont in Special Warranty Deed
recorded under County Clerk’s File No. 1999045013 Official Public Records
of Real Property of Jefferson County, Texas.

 

TRACT II:

 

BEING a 12.970 acre tract of
land out of and a part of that certain 39.9195 acre tract conveyed to J. A.
Cardwell and G. R. Russell by deed dated October 6,1978 and recorded in
Volume 2115, Page 30 of the Deed Records of Jefferson County, Texas, also
being a part of the M. B. Hebert 55.774 acre tract and a part of Lot 2, Block 1
of C. E. Smith’s Beaumont Citrus Fruit Gardens as recorded in Volume 3,
Page 17 of the Map Records of said County, all being situated in the
Samuel Stivers League, Abstract 51, Beaumont, Jefferson County, Texas;

 

BEGINNING at an iron rod
found in the southerly line of Walden Road, same also marking the northerly corner
of the K. R. White 2.914 acre tract and also being the most easterly north corner
of the 12.970 acre tract of land herein described;

 

THENCE South 52 deg. 42 min.
West along the northwesterly line of said 2.914 acre tract and along the
southeasterly line of the 12.970 acre tract herein described, a distance of
580.54 feet to an iron rod set marking the southeasterly corner of the 12.970
acre tract;

 

THENCE North 76 deg. 08 min.
56 sec. West, along the south line of said 12.970 acre tract, a distance of
320.30 feet to a P. K. nail found set in concrete marking a southwesterly corner
of the 12.970 acre tract;

 

2

 

THENCE North 60 deg. 00 min.
35 sec. West along the southwesterly line of the 12.970 acre  tract, a distance of 634.0 feet to an
iron rod found marking the most westerly corner of the 12.970 acre tract, said
corner being located in the southeasterly right of way line of Interstate
Highway 10;

 

THENCE North 41 deg. 38 min.
32 sec. East along the southeasterly right of way line of Interstate Highway 10
and along the northwesterly line of the 39.9195 acre tract and of the 12.970
acre tract, a distance of 408.15 feet to an iron rod found for angle point;

 

THENCE North 68 deg. 34 min.
27 sec. East, 206.72 feet along the southeasterly line of Interstate Highway 10
to an iron rod found for corner, same also marking the new south line of Walden
Road;

 

THENCE South 68 deg. 17 min.
02 sec. East, 72.52 feet along the south line of Walden Road to an iron rod
found for angles point;

 

THENCE South 66 deg. 14 min.
12 sec. East, 104.37 feet along the south line of Walden Road to a concrete
monument found for angle point;

 

THENCE South 61 deg. 52 min.
East, 103.00 feet to a concrete monument found for corner;

 

THENCE North 29 deg. 45 min.
East, 30.00 feet to an iron rod found for corner in the original south line of
Walden Road;

 

THENCE South 60 deg. 42 min.
East, 676.15 feet along the original south line of Walden Road to the PLACE OF BEGINNING, containing in area
12.970 acres of land, more or less.

 

SAVE AND EXCEPT that certain
0.5139 acre tract conveyed to the City of Beaumont in Special Warranty Deed
recorded under County Clerk’s File No. 1999045013 of the Official Public
Records of Real Property of Jefferson County, Texas.

 

TRACT III:

 

BEING a 2.489 acre tract of
land out of and a part of Lot 3, Block 1 of C.E. Smith’s Beaumont Citrus Fruit
Gardens, as recorded in Volume 3, Page 17 of the Map or Plat Records of
Jefferson County, Texas, and also being a part of the M.B. Hebert 55.774 acre
tract and being out of and a part of that certain 39.9195 acre tract conveyed
to J.A. Cardwell and G.R. Russell dated October 6,1978 and recorded in
Volume 2115, Page 30 of the Deed Records of Jefferson County, Texas, all
being situated in the Samuel Stivers League, Abstract 51, Beaumont, Jefferson
County, Texas;

 

COMMENCING at an iron rod
marking the most westerly corner of the said 39.9195 acre tract located in the
southeasterly right of way line of Interstate Highway 10 and being in the north
line of Lot 5 and the south line of Lot 6 of said Block 1;

 

THENCE NORTH 41° 37’ EAST
along the southeasterly right of way line of Interstate Highway 10, a distance
of 457.32 feet to a concrete monument for angle point;

 

THENCE NORTH 50° 38’ EAST
along the southeasterly right of way line of Interstate Highway 10, a distance
of 506.34 feet to a concrete monument for angle point;

 

THENCE NORTH 41° 38’ 32”
EAST along the southeasterly right of way line of Interstate Highway 10, a
distance of 41.0 feet to an iron rod for the most northerly corner of a 3.774
acre tract;

 

3

 

THENCE
SOUTH 600 00’ 35” EAST along the northeasterly line of a
3.774 acre tract, a distance of 356.0 feet to the PLACE OF BEGINNING of the
2.489 acre tract herein described, being the most northerly corner of said
tract;

 

THENCE
SOUTH 600 00’ 35” EAST along the northeasterly line of
said 2.489 acre tract, a distance of 278.0 feet to a point for the most
easterly corner of said tract;

 

THENCE
SOUTH 290 59’ 25” WEST along the southeasterly line of
the 2.489 acre tract herein describe, a distance of 390.0 feet to point for
most southerly corner of said tract;

 

THENCE
NORTH 600 00’ 35” WEST along the southwesterly line of
the 2.489 acre tract, a distance of 278.0 feet to a point for the most westerly
corner of said tract;

 

THENCE
NORTH 290 59’ 25” EAST along the northwesterly line of
the 2.489 acre tract, a distance of 390.0 feet to the PLACE OF BEGINNING,
containing in area 2.489 acres of land, more or less.

 

TRACT
IV:

 

BEING
a 0.4589 acre (19,989 sq. ft.) tract or parcel of land located in the Samuel
Stivers League, Abstract 51, Jefferson County, Texas, being out of and a part
of that called 3.774 acre tract described in a Release of Lien, recorded in
Film Code No. 103-50-2341 of the Real Property Records of Jefferson
County, Texas, and being a part of that called 1.961 acre easement tract
conveyed to Innkeeper Enterprises, Inc., recorded in Clerk’s File No. 2002004235,
Official Public Records of Real Property, Jefferson County, Texas, said 0.4589
acres being more particularly described by metes and bounds as follows;

 

NOTE:
The Basic of Bearings is along the southeast right-of-way line of Interstate
Highway 10, having been called North 41037’00” East 457.32 feet (found North 41037’00” East 456.98 feet),
recorded in Film Code No. 104-23-1211 of the Real Property Records of
Jefferson County, Texas.

 

COMMENCING
at a 5/8” iron rod found for the northwest corner of that called 3.314 acre
tract conveyed to Innkeeper Enterprises, Inc, by Special Warranty Deed in
Lien of Foreclosure, recorded in Clerk’s File No. 2002004235 of the
Official Public Records of Real Property, Jefferson County, Texas, and being
the northwest corner of the said 3.774 acre tract, from which a TxDOT monument
found for an angle point in the said southeasterly right-of-way line of
Interstate Highway 10, bears South 41029’24” West 34.35 feet (South 41033’50” West 34.43 feet).

 

THENCE
South 59057’46” East
along the north line of the said 3.314 and 3.774 acre tracts a distance of 304.50
feet (called South 59059’40” East
304.55 feet) to a Scribed 1/4” drill hole in concrete found for the northeast
corner of the said 3.314 acre tract, being the northwest corner and POINT OF
BEGINNING of the said 0.4589 acre tract herein described;

 

THENCE
South 60004’37” East
along the north line of the said 3.774 acre tract a distance of 50.71 feet
(called South 59059’40” East) to
a Scribed “x” in concrete found for the northeast corner of the said 3.774 acre
tract, being the northwest corner of the called 2.489 acre tract also described
in said Film Code No. 103-50-2339 of the Real Property Records of
Jefferson County, Texas;

 

THENCE
South 30000’10” West
along the west line of the said 2.489 acre tract a distance of 389.92 feet
(called South 29058’41” West
389.89 feet) to a Scribed 3/8” drill hole found for the southwest corner of the
said 2.489 acre tract, being the southwest corner of the said 3.774 acre tract,
and being

 

4

 

in
the north line of that called 16.549 acre trat described in Film Code No.
###-##-#### of the Real Property Records of Jefferson County, Texas;

 

THENCE
North 59°58’52” West along the south line of the said 3.774 acre tract, being
the said north line of the 16.549 acre tract, a distance of 51.83 feet (called
North 60°00’35” West 51.78 feet) to a Scribed 3/8” drill hole found for the
southeast corner of the said 3.314 acre tract, being the southwest corner of
the said 0.4589 acre tract;

 

THENCE
North 30010’04” East
along the east line of the said 3.314 acre tract a distance of 389.83 feet
(called North 30008’40” East
389.91 feet) to the POINT OF BEGINNING and containing 0.4589 acres (19,989 sq.
ft.) of land, more or less.

 

NOTE: Said TRACTS I
through IV being further collectively described as follows, to-wit:

 

That
certain 22.47 acre, more or less, tract out of the Samuel Stivers League,
Abstract 51, Jefferson County, Texas, being comprised of a portion of a called
20.00 acre tract conveyed to Petro PSC Properties, L.P. as recorded in Film
Code No. ###-##-#### of the Real Property Records of Jefferson County, Texas, a
called 12.970 acre tract conveyed to Petro PSC Properties, L.P. as recorded in
Film Code No. 104-23-0832 of the Real Property Records of Jefferson County,
Texas, a called 2.488 acre tract conveyed to Petro Stopping Centers, LP as
recorded in Clerks File No. 2002042760 of the Official Public Records of Real
Property of Jefferson County, Texas, and a called 0.4589 acre tract conveyed to
Petro Stopping Centers, LP as recorded in Clerks File No. 2002042757 of the
Official Public Records of Real Property of Jefferson County, Texas, said 22.47
acres being more particularly described by metes and bounds as follows:

 

Basis
of Bearings is along the southeasterly right-of-way line of IH-10 Service Road
and a northwesterly line of the said 20.00 acre tract having been called North
41028’32” East
408.15 feet. 

 

BEGINNING
at a 1/2”iron rod found in the said southeasterly right-of-way line of IH-10
Service Road for the most northerly corner of a called 3.3246 acre tract
conveyed to Inn Keeper Enterprises, Inc. as recorded in Clerks File No. 9517774
of the Official Public Records of Real Property of Jefferson County, Texas and the
most westerly corner of the said 20.00 and 22.47 acre tracts;

 

THENCE
North 41038’32” East
along the said southeasterly right-of-way line of IH-10 Service Road and a
northwesterly line of the said 20.00 and 22.47 acre tracts a distance of 408.15
feet (called North 41038’32” East
408.15 feet) to a 1/2” iron rod found for an angle point of the said 20.00 and
22.47 acre tracts;

 

THENCE
North 68032’57” East
continuing along the said southeasterly right-of-way line of IH-10 Service Road
and a northwesterly line of the said 20.00 and 22.47 acre tracts a distance of
206.83 feet (called North 68034’27” East 206.72 feet) to a concrete monument found in the
southwesterly right-of-way line of Walden Road for the most northerly corner of
the said 20.00 and 22.47 acre tracts;

 

THENCE
South 68019’04” East
along the said southwesterly right-of-way line of Walden Road and the northeasterly
line of the said 20.00 and 22.47 acre tracts a distance of 72.56 feet (called South
68017’02” East 72.52
feet) to a 1/2” iron rod found for an
angle point of the said 20.00 and 22.47 acre tracts;

 

5

 

THENCE
South 66°07’47” East continuing along the said
southwesterly right-of-way line of Walden Road and the northeasterly line of
the 20.00 and 22.47 acre tracts a distance of 104.39 feet (called South 66°14’12”
East 104.37 feet) to a 1/2” iron rod found for an angle point of the said 20.00
and 22.47 acre tracts;

 

THENCE South 67°45’35” East continuing along the said
southwesterly right-of-way line of Walden Road and a northeasterly line of the
20.00 and 22.47 acre tracts a distance of 103.00 feet (called South 61°52’00”
East 103.00 feet) to a 1/2” capped iron rod set for an interior corner of the
said 20.00 and 22.47 acre tracts;

 

THENCE North 29°50’53” East continuing along the said
southwesterly right-of-way line of Walden Road and the northwesterly line of
the 20.00 and 22.47 acre tracts a distance of 10.20 feet (called North 29°45’00”
East) to a 1/2” capped iron rod set for the most westerly corner of a called
0.5139 acre tract conveyed to the City of Beaumont as recorded in Clerks File No. 1999045013
of the Official Public Records of Real Property of Jefferson County, Texas and
an exterior corner of the said 22.47 acre tract;

 

THENCE continuing along the said southwesterly
right-of-way line of Walden Road and the said 0.5139 acre tract with the
following courses and distances:

 

South 59°24’54” East 123.30 feet (called South 59°15’13”
East 123.76 feet) to a 5/8” iron rod capped found for an angle point

 

North 30°50’51” East 12.01 feet (called North 30°42’20”
East 11.97 feet) to a “X” scribed in concrete for an angle point;

 

South 58°43’20” East 31.74 feet (called South 58°39’56”
East 31.75 feet) to a “X” scribed in concrete for an angle point;

 

South
31°11’36” West 11.64 feet (called South 31°11’36”
West 11.64 feet) to a 5/8” iron rod capped found for an angle point;

 

South 59°23’34” East 431.28 feet (called South 59°15’13”
East 431.28 feet) to a capped iron rod set for the PC of a curve;

 

THENCE continuing along the said southwesterly
right-of-way line of Walden Road and the said 0.5139 acre tract with a curve to
the left having a chord bearing of South 64°12’38” East, a chord distance of
200.16 feet and a radius of 1185.92 feet, a distance along the curve of 200.39
feet to a 5/8” iron rod found in a southeasterly line of the said 20.00 acre
tract for the most easterly corner of the said 22.47 acre tract;

 

THENCE South 30°59’57” West along the said
southeasterly line of the 20.00 acre tract a distance of 544.73 feet (called
South 30°39’00” West) to a 1/2 iron rod found for the exterior
corner of the said 20.00 and 22.47 acre tracts;

 

THENCE North 60°42’04” West a distance of 210.43 feet
(called North 60°42’15” West 210.45 feet) to a 1/2” iron rod found for an angle
point of the said 20.00 and 22.47 acre tracts;

 

THENCE North 89°57’53” West a distance of 111.97 feet
(called South 89°59’00” West 112.00 feet) to a 1/2” iron rod found for an angle
point of the said 20.00 and 22.47 acre tracts;

 

6

 

THENCE
South 00°01’40” East a distance of 416.45 feet (called
South 00°03’00” East 415.37 feet) to a 1/2” iron rod found for the most
southerly corner of the said 20.00 and 22.47 acre tracts;

 

THENCE North 63°22’57” West along the southwesterly
line of the said 20.00 and 22.47 acre tracts a distance of 533.83 feet (called
North 63°21’30” West 533.95 feet) to a “X” scribed in concrete found for the
most southerly corner of the said 2.489 acre tract and an exterior corner of
the said 20.00 and 22.47 acre tracts;

 

THENCE North 59°58’05” West along the southwesterly
line of the said 2.489 acre tract a distance of 278.11 feet (called North 60°00’35”
West 278.00 feet) to a “X” scribed in concrete found for the most westerly
corner of the said 2.489 acre tract and the most southerly corner of the said
0.4589 acre tract;

 

THENCE North 60°08’20” West along the southwesterly
line of the said 0.4589 acre tract a distance of 51.82 feet (called North 59°58’52’
West 51.83 feet) to a “X” scribed in concrete found for the most southerly
corner of a 3.3246 acre tract conveyed to Inn Keeper Enterprises, Inc. as
recorded in Clerks File No. 9517774 of the Official Public Records of Real
Property of Jefferson County, Texas, the most westerly corner of the said
0.4589 acre tract and an exterior corner of the said 22.47 acre tract;

 

THENCE North 30°08’46” East along the common line
between the said 0.4589 and 3.3246 acre tracts a distance of 390.78 feet
(called North 30°10’04” East 389.83 feet) to a punch hole in concrete found for
the most northerly corner of the said 0.4589 acre tract, the most easterly
corner of the said 3.3246 acre tract and an interior corner of the said 22.47
acre tract;

 

THENCE North 60°00’36” West along the northeasterly
line of the 3.3246 acre tract a distance of 305.24 feet (called North 59°57’46”
West 304.50 feet) to the POINT OF BEGINNING and containing 22.47 acres of land,
more or less.

 

7

 

 

	
   

  	
   

  	
  El Paso, TX (#1)  

  
	
   

  	
   

  	
  1295 Horizon Blvd.

  
	
   

  	
   

  	
  El Paso, TX 79927 

  

 

Exhibit A-35

 

Legal Description

 

PARCEL
1

 

Tracts
1W, 1W1, 1W2 and 1Z, LEIGH CLARK SURVEY NO. 293 in El Paso County, Texas,
according to the resurvey of said LEIGH CLARK SURVEY NO. 293 made by El Paso
County, Texas for tax purposes and being more particularly described by metes
and bounds as follows:

 

BEGINNING
at a 1 inch iron pipe set in the Southerly Right of Way line of Gateway East
for the Northeasterly corner of Tract 1N and the Northwesterly corner of the
Horizon Interchange; Thence South 56°24’13” West along said
Southerly Right of Way line of Gateway East, a distance of 162.56 feet to 11⁄2
inch aluminum cap; Thence North 33°35’00” West a distance of 60
feet to an “X” chiseled in concrete in the Northerly Right of Way line of
Gateway East for the Point of Beginning of the parcel being described;

 

THENCE
a distance of 31.42 feet along the arc of a curve to the Right whose radius is
20.00 feet and whose central angle is 90°00’00” and whose long chord
bears North 78° 35’47” West a
distance of 28.28 feet to an “X” chiseled in concrete in the Easterly Right of
Way line of Stockyard Road for the most Southwesterly point of the property
being described;

 

THENCE
North 33°35’00” West
along said Easterly Right of Way line of Stockyard Road a distance of 949.05
feet to a 11⁄2 inch aluminum cap;

 

THENCE
a distance of 31.42 feet along the arc of a curve to the Right whose radius is
20.00 feet and whose central angle is 90°00’00” and whose long chord
bears North 11°25’00” East a
distance of 28.28 feet to a 11⁄2 inch aluminum cap set in the Southerly Right of
Way line of Robin Circle and being the most Northwesterly point of the property
being described;

 

THENCE
North 56°25’00” East
along said Right of Way line of Robin Circle a distance of 38.81 feet to a 11⁄2
inch aluminum cap;

 

THENCE
a distance of 635.02 feet continuing along said Southerly Right of Way line of
Robin Road along the arc of a curve to the Right whose radius is 963.39 feet
and whose central angle is 37°46’00” and whose long chord
bears North 75°18’00” East a
distance of 623.59 feet to a 1 inch iron pipe;

 

THENCE
a distance of 219.08 feet continuing along said Southerly Right of Way line of
Robin Circle along the arc of a curve to the Left whose radius is 332.25 feet
and whose central angle is 37°46’47” and whose long chord
bears North 75°17’37” East a
distance of 215.13 feet to a 1 inch iron pipe;

 

THENCE
a distance of 31.42 feet along the arc of a curve to the Right whose radius is
20.00 feet and whose central angle is 90°00’00” and whose long chord
bears South 78°35’47” East a
distance of 28.28 feet to a 11⁄2 inch aluminum cap set in the Westerly Right of
Way line of Gateway East for the most Northeasterly point of the property being
described;

 

THENCE
a distance of 542.26 feet along said Westerly Right of Way of Gateway East
South 33°35’47” East to
a 11⁄2 inch aluminum cap;

 

THENCE
a distance of 76.44 feet continuing along the Northwesterly Right of Way line
of Gateway East along the arc of a curve to the Right whose radius is 97.33
feet and whose central angle is 45°00’00” and whose long chord
bears South 11°05’47” East a
distance of 74.49 feet to a 11⁄2 inch aluminum cap;

 

1

 

THENCE
continuing along said Northwesterly Right of Way line of Gateway East South 11°
24’ 13” West a distance of 81.80 feet to a 11⁄2 inch aluminum cap;

 

THENCE
continuing along said Northwesterly Right of Way line of Gateway East a
distance of 76.44 feet along the arc of a curve to the Right whose central
angle is 45° 00’ 00” and whose long chord bears South 33° 54’ 13” West a
distance of 74.49 feet to a 11⁄2 inch aluminum cap for the most Southeasterly
point of the parcel being described;

 

THENCE
along the Northerly Right of Way line of said Gateway East South 56° 24’ 13”
West a distance of 697.39 feet to the Point of Beginning of the parcel being
described and containing 17.482 acres of land more or less.

 

PARCEL
2

 

Tract
1N, LEIGH CLARK SURVEY NO. 293, in El Paso County, Texas, according to the
resurvey of said LEIGH CLARK SURVEY NO. 293 made by El Paso County, Texas for
tax purposes and being more particularly described by metes and bounds as
follows:

 

BEGINNING
at a 1 inch iron pipe set in the Southerly Right of Way line of Gateway East
and the Northwesterly corner of Horizon Interchange and for the Northeasterly
corner and the Point of Beginning of the parcel being described;

 

THENCE
along the Westerly Right of Way line of Horizon Interchange South 33° 35’ 00”
East a distance of 207.36 feet to a 1 inch iron pipe set in the Northerly Right
of Way line of Horizon Boulevard South and said point being the Southeasterly
corner of the parcel being described;

 

THENCE
South 64° 41’ 00” West along said Northerly Right of Way line of Horizon Boulevard
South, a distance of 127.97 feet to a 11⁄2 inch aluminum cap;

 

THENCE
a distance of 93.22 feet along the arc of a curve to the Right whose radius is
65.35 feet, whose central angle is 81° 44’ 00” and whose long chord bears North
74° 27’ 00” West a distance of 85.52 feet to a 11⁄2 inch aluminum cap set in the
Easterly Right of Way line of Stockyard Road for the most Southwesterly point
of the parcel being described;

 

THENCE
along said Easterly Right of Way line of Stockyard Road North 33° 35’ 00” West a
distance of 104.24 feet to a 11⁄2 inch aluminum cap;

 

THENCE
a distance of 31.41 feet along the arc of a curve to the Right whose radius is
20.00 feet, whose central angle is 89° 58’ 26” and whose long chord bears North
11° 24’ 13” East a distance of 28.28 feet to a 11⁄2 inch aluminum cap set in the
Southerly Right of Way line of Gateway East for the most Northwesterly point of
the parcel being described;

 

THENCE
along said Southerly Right of Way line of Gateway East North 56° 24’ 13” East a
distance of 162.56 feet to the Point of Beginning of the parcel being described
and containing 0.796 acres of land more or less.

 

2

 

PARCEL
3

 

16,111
acres, more or less, out of Tracts 5C, 5D, 5E, 5F, 5T, 5T-L and 5U, LEIGH CLARK
SURVEY NO. 293, El Paso County, Texas, being more particularly described by
metes and bounds as follows:

 

BEGINNING
at a brass cap concrete monument for a Texas Highway Department R.O.W. Marker
at the South corner of the Horizon Interchange R. O. W. of Interstate Highway No. 10,
located in said Leigh Clark Survey 293;

 

THENCE
South 87°58’13” West a distance of 405.74 feet to a found 5/8 inch rebar in the
South R.O.W. line of Horizon Boulevard South (Buford Road) for POINT OF
BEGINNING of the parcel being described;

 

THENCE
South 33°35’00” East a distance of 338.10 feet to a set 5/8 inch rebar;

 

THENCE
North 67°03’00” East a distance of 124.76 feet along the northerly R.O.W. line
of a 60.00 foot road easement to a set 5/8 inch rebar;

 

THENCE
144.00 feet along the arc of a curve to the left whose radius is 775.93 feet
and whose long chord bears North 61°44’00” East a distance of 143.80 feet;

 

THENCE
31.42 feet along the arc of a curve to the left whose radius is 20.00 feet and
whose long chord bears North 11°25’00” East a distance of 28.28 feet;

 

THENCE
South 33°35’00” East a distance of 222.34 feet along the Westerly R.O.W. line
of a 60 foot road to a set 5/8 inch rebar;

 

THENCE
135.88 feet along the arc of a curve to the right whose radius is 231.82 feet and
whose long chord bears South 16°47’30” East a distance of 133.94 feet to a set
5/8 inch rebar, said arc along said 60 foot R.O.W.;

 

THENCE
South a distance of 390.21 feet along the West line of said road R.O.W. to a
set 5/8 inch rebar;

 

THENCE
West a distance of 643.69 feet to a set 5/8 inch rebar;

 

THENCE
South 35°53’00” West a distance of 147.95 feet to a set 5/8 inch rebar;

 

THENCE
North 31°34’00” West a distance of 891.37 feet to a set 5/8 inch rebar in the
Southerly R.O.W. line of Buford Road;

 

THENCE
North 72°34’00” East a distance of 593.01 feet along said Buford Road to a set
5/8 inch rebar;

 

THENCE
North 56°22’00” East a distance of 42.68 feet to the POINT OF BEGINNING and
containing 16.11 acres (701,791.37 square feet) of land  more or less.

 

PARCEL
4

 

Easement
rights pursuant to that certain roadway easement from Kathleen Mikla to Crinco
Investments, Inc., now known as Petro, Inc. and D. L. McElroy as
filed in Volume 2085, Page

 

3

 

493,
Real Property Records, El Paso County, Texas, over a 0.6340 acre portion, more
or less, of Tract 5, LEIGH CLARK SURVEY NO. 293, El Paso County, Texas, being
more particularly described by metes and bounds as follows:

 

Starting
at a found Texas Highway Department Brass cap located at the most Southwesterly
corner of the Horizon Interchange, said point also lying along the
Northeasterly right-of-way line of a Proposed 60-foot wide Road Easement, said
point also being the most Westerly Property corner to Tract 5B, LEIGH CLARK
SURVEY NO. 293, said point being the “TRUE POINT OF BEGINNING.”

 

THENCE
South 33°35’00” East
along said Northeasterly right-of-way line a distance of 247.41 feet to a
point;

 

THENCE
South 56°25’00” West a
distance of 60.05 feet to a point lying along the Southwesterly right-of-way
line of a Proposed 60-foot wide Road Easement;

 

THENCE
North 33°35’00” West
along said Southwesterly right-of-way line a distance of 460.00 feet to a
point;

 

THENCE
North 56°22’00” East a
distance of 60.00 feet to a point;

 

THENCE
South 33°35’47” East a
distance of 212.64 feet back to the “TRUE POINT OF BEGINNING”, and said parcel
containing 27,618.70 square feet or .6340 acres of land, more or less.

 

PARCEL
5

 

Tract
5B, LEIGH CLARK SURVEY NO. 293, in El Paso County, Texas, according to the
resurvey of said LEIGH CLARK SURVEY NO. 293 made by El Paso County, Texas for
tax purposes, and containing 3.919 acres of land, more or less, and being more
particularly described by metes and bounds as follows:

 

Beginning
at a brass cap concrete monument for a Texas Highway Department R.O.W. marker
for the South corner of the Horizon Interchange R.O.W. of Interstate Highway No. 10,
and for the West corner of said Tract 5B, which is the POINT OF BEGINNING of
this tract being described;

 

THENCE
North 56°24’13” East a
distance of 500.00 feet along said R.O.W. to a Texas Highway Department Brass
Cap;

 

THENCE
South 51°56’55” East a
distance of 121.93 feet to a set 5/8 inch rebar;

 

THENCE
South 25°29’00” West a
distance of 185.20 feet to a set 5/8 inch rebar;

 

THENCE
309.63 feet along the arc of a curve to the left, whose radius is 821.94 feet
and whose long chord bears South 14°41’30” West a distance of
307.80 feet to a found 5/8 inch rebar;

 

THENCE
South 03°54’00” West a
distance of 144.61 feet to a set 5/8 inch rebar;

 

THENCE
46.67 feet along the arc of a curve to the right, whose radius is 39.45 feet
and whose long chord bears South 37°47’30” West a distance of
44.00 feet to a set 5/8 inch rebar;

 

THENCE
South 71°40’00” West a
distance of 71.38 feet to a set 5/8 inch rebar;

 

4

 

THENCE
171.05 feet along the arc of a curve to the left, whose radius is 291.83 feet
and whose long chord bears North 16° 47’ 30” West a distance of 168.62 feet to
a set 5/8 inch rebar;

 

THENCE
North 33° 35’ 00” West a distance of 364.27 feet to the “POINT OF BEGINNING”
containing in all 170,709.18 square feet or 3.919 acres of land, more or less.

 

PARCEL
6

 

1.002
acres of land, more or less, out of LEIGH CLARK SURVEY NO. 293, now known as
Tract 1B, LEIGH CLARK SURVEY NO. 293, in El Paso County, Texas, according to
the resurvey of said LEIGH CLARK SURVEY NO. 293 made by El Paso County, Texas
for tax purposes, and being more particularly described as follows:

 

BEGINNING
at a brass cap concrete monument for a Texas Highway Department R.O.W. Marker
at the South Corner of the Horizon Interchange R.O.W. of Interstate Highway No. 10,
located in said Leigh Clark Survey No. 293;

 

THENCE
N 33°35’47” W a distance of 342.64 feet along said I-10 R.O.W. line to a point
on the northerly R.O.W. line of Horizon Boulevard South (Buford Road);

 

THENCE
South 64°41’00” West a distance of 318.95 feet along the northerly R.O.W. line
of Horizon Boulevard South (Buford Road) to a set 5/8 inch rebar for the POINT
OF BEGINNING of the tract being described;

 

THENCE
South 64°41’00” West a distance of 180.29 feet along said R.O.W. to a set 5/8
inch rebar;

 

THENCE
North 33°35’00” West a distance of 182.96 feet to a set 5/8 inch rebar;

 

THENCE
North 56°25’00” East a distance of 221.43 feet to a set 5/8 inch rebar;

 

THENCE
South 33°35’00” East a distance of 171.67 feet to a set 5/8 inch rebar;

 

THENCE
64.49 feet along the arc of a curve to the right whose radius is 37.60 feet and
whose long chord bears South 15°33’00” West a distance of 56.87 feet to the
point of beginning and containing 1.002 acres (43,653.43 square feet) of land
more or less.

 

THENCE
64.49 feet along the arc of a curve to the right whose radius is 37.60 feet and
whose long chord bears South 15°33’ West a distance of 56.87 feet to the point
of beginning and containing 1.002 acres, more or less out of LEIGH CLARK SURVEY
NO. 293.

 

PARCEL
7

 

2.002
acres of land, more or less, out of LEIGH CLARK SURVEY NO. 293, now known as
Tracts 1C and 1C1, LEIGH CLARK SURVEY NO. 293, in El Paso County, Texas, and
being more particularly described by metes and bounds as follows:

 

BEGINNING
at a brass cap concrete monument for a Texas Highway Department R.O.W. marker
at the South corner of the Horizon Interchange R.O.W. of Interstate Highway No. 10,
located in said Leigh Clark Survey No. 293;

 

5

 

THENCE
North 33°35’47” West a
distance of 342.64 feet along said I-10 R.O.W. line to a point on the northerly
R.O.W. line of Horizon Boulevard South (Buford Road);

 

THENCE
South 64°41’00” West a
distance of 499.24 feet along the northerly R.O.W. line of Horizon Boulevard
South (Buford Road) to a set 5/8 inch rebar for the POINT OF BEGINNING of tract
being described;

 

THENCE
South 64°41’00” West a
distance of 102.53 feet along said R.O.W. to set a 5/8 inch rebar;

 

THENCE
North 33°35’00” West a
distance of 384.31 feet to a found 5/8 inch rebar;

 

THENCE
37.70 feet along the arc of a curve to the left whose radius is 744.84 feet and
whose long chord bears North 57°51’55” East a distance of
37.66 feet to a found 5/8 inch rebar;

 

THENCE
North 56°25’00” East a
distance of 265.27 feet to an “X” marked in concrete;

 

THENCE
31.42 feet along the arc of a curve to the right whose radius is 20.00 feet and
whose long chord bears South 78°35’00” East a distance of
28.28 feet to an “X” marked in concrete;

 

THENCE
South 33°35’00” East a
distance of 195.14 feet to a set 5/8 inch rebar;

 

THENCE
South 56°25’00” West a
distance of 221.53 feet to a set 5/8 inch rebar;

 

THENCE
South 33°35’00” East a
distance of 182.96 feet to the point of beginning and containing 2.002 acres,
more or less.

 

PARCEL
8

 

Tract
1E, LEIGH CLARK SURVEY NO. 293, in El Paso County, Texas, according to the
resurvey of said LEIGH CLARK SURVEY NO. 293 made by El Paso County, Texas for
tax purposes, and containing 2.984 acres of land, more or less, and being more
particularly described by metes and bounds as follows:

 

BEGINNING
at a brass cap concrete monument for a Texas Highway Department R.O.W. marker
at the South corner of the Horizon Interchange R.O.W. of Interstate Highway No. 10,
located in said Leigh Clark Survey 293;

 

THENCE
North 33°35’47” West a
distance of 342.64 feet along said I-10 R.O.W. line to a point on the northerly
R.O.W. line of Horizon Boulevard South (Buford Road);

 

THENCE
South 64°41’00” West a
distance 601.79 feet along the northerly line of said Buford Road to a 5/8 inch
rebar set for the POINT OF BEGINNING of the tract being described;

 

THENCE,
South 64°41’00” West a
distance of 150.81 feet along said R.O.W. line to a set 5/8 inch rebar;

 

THENCE,
South 72°34’00” West a
distance of 204.08 feet along said Buford Road R.O.W. to a found 5/8 inch rebar
for the Southwest corner of this tract;

 

6

 

THENCE,
North 31°34’00” West a
distance of 381.55 feet to a found 5/8 inch rebar, for the Northwest corner of
this tract;

 

THENCE,
North 72°34’00” East a
distance of 169.00 feet to a found 5/8 inch rebar;

 

THENCE,
172.29 feet along the arc of a curve to the left whose radius is 744.84 feet
and whose long chord bears North 63°56’25” East a distance of
171.89 feet to a found 5/8 inch rebar;

 

THENCE,
South 33°35’00” East a
distance of 384.31 feet to the point of beginning and containing 2,984 acres
(129,992.55 square feet) of land, more or less.

 

7

 

PARCEL
9

 

A
portion out of LEIGH CLARK SURVEY NO. 293, NKA TRACT 1A46 in El Paso County,
Texas, according to the resurvey of said LEIGH CLARK SURVEY NO. 293 made by El
Paso County, Texas for tax purposes and containing 1.721 acres of land, more or
less, and being more particularly described by as follows:

 

An
80 foot wide road Right-of-Way known as Robin Circle lying between Gateway East
and Stockyard Road in LEIGH CLARK SURVEY NO. 293 in El Paso County, Texas and
being more particularly described by metes and bounds as follows:

 

BEGINNING
at a 11⁄2 inch aluminum cap lying in the Easterly Right-of-Way line of Stockyard
Road and said cap being the most westerly point of Tract 1Z and the Point of
Beginning of the Right-of-Way being described;

 

THENCE
with the southerly Right-of-Way line of Robin Circle and the northerly boundary
line of Tract 1Z a distance of 31.42 feet along the arc of a curve to the
right, the central angle of said curve being 90°00’00”, its radius being 20
feet, and a long chord bearing North 11°25’00” East a distance of
28.28 feet to a point;

 

THENCE
continuing along said southerly Right-of-Way line of Robin Circle North 56°25’00” East a
distance of 38.81 feet to a point;

 

THENCE
following a curve to the right along said southerly Right-of-Way line of Robin
Circle an arc distance of 635.02 feet, the central angle of said curve being 37°46’00”, its
radius being 963.39 feet, and a long chord bearing North 75°18’00” East a
distance of 623.59 feet to a point;

 

THENCE
following a curve to the left along said Right-of-Way line of Robin Circle an
arc distance of 219.08 feet, the central angle of said curve being 37°46’47”, its
radius being 332.25 feet, and a long chord bearing North 75°17’37” East a
distance of 215.13 feet to a point;

 

THENCE
following a curve to the right along said southerly Right-of-Way line of Robin
Circle an arc distance of 31.42 feet, the central angle of said curve being 90°00’00”, its
radius being 20.00 feet, and a long

 

8

 

chord
bearing South 78°35’47” East a distance of 28.28 feet to a point lying in the
southwesterly Right-of-Way line of Gateway East;

 

THENCE
along the southwesterly Right-of-Way line of Gateway East North 33°35’47” West
a distance of 120.00 feet to a point;

 

THENCE
following a curve to the right along the Northerly Right-of-Way line of Robin
Circle an arc distance of 31.42 feet, the central angle of said curve being
90°00’00”, its radius being 20.00 feet, and a long chord bearing South 11°24’13”
West a distance of 28.28 feet;

 

THENCE
following a curve to the right along said Northerly Right-of-Way line of Robin
Circle an arc distance of 166.33 feet, the central angle of said curve being
37°46’47”, its radius being 252.25 feet, and a long chord bearing South 75°17’37”
West a distance of 163.33 feet to a point;

 

THENCE
following a curve to the left along said Northerly Right-of-Way line of Robin
Circle an arc distance of 687.75 feet, the central angle of said curve being
37°46’00”, its radius being 1,043.39 feet, and a long chord bearing South 75°18’00”
West a distance of 675.37 feet to a point;

 

THENCE
continuing along said Right-of-Way line of Robin Circle South 56°25’00” West a
distance of 38.81 feet to a point;

 

THENCE
following a curve to the right along said Northerly Right-of-Way line of Robin
Circle an arc distance of 31.42 feet, the central angle of said curve being
90°00’00”, its radius being 20.00 feet, and a long chord bearing North 78°35’00”
West a distance of 28.28 feet to a point lying in the northeasterly
Right-of-Way line of Stockyard Road;

 

THENCE
continuing along said northeasterly Right-of-Way line of Stockyard Road South
33°35’00” East a distance of 120.00 feet to the Point of Beginning of the road
Right-of-Way being described and containing 1.721 acres of land, more or less.

 

9

 

PARCEL
10

 

A
portion out of LEIGH CLARK SURVEY NO. 293, NKA TRACT 1A47 in El Paso County,
Texas, according to the resurvey of said LEIGH CLARK SURVEY NO. 293 made by El
Paso County, Texas for tax purposes, and containing 2.317 acres of land, more
or less, and being more particularly described by metes and bounds as follows:

 

BEGINNING
at the most Westerly corner of the Horizon Interchange on U.S. Highway
Interstate 10;

 

THENCE
South 56°24’13” West a distance of 162.56 feet;

 

THENCE
a distance of 31.42 feet along the arc of a curve to the left whose radius is
20.00 feet and whose long chord bears South 11°24’37” West a distance of 28.28
feet to a point on the Northwesterly R.O.W. line of Stockyard Road;

 

THENCE
North 33°35’00” West a distance of 100.00 feet along said Stockyard Road;

 

THENCE
a distance of 31.42 feet along the arc of a curve to the left whose radius is
20.00 feet and whose long chord bears South 78°35’24” East a distance of 28.28
feet;

 

THENCE
North 56°24’13” East a distance of 697.39 feet;

 

THENCE
a distance of 76.44 feet along the arc of a curve to the left whose radius is
97.33 feet and whose long chord bears North 33°54’13” East a distance of 74.49
feet;

 

THENCE
North 11°24’13” East a distance of 81.80 feet;

 

THENCE
a distance of 76.44 feet along the arc of a curve to the left whose radius is
97.33 feet and whose long chord bears North 11°05’47” West a distance of 74.49
feet;

 

THENCE
North 33°35’47” West a distance of 662.26 feet;

 

THENCE
North 56°24’13” East a distance of 60.00 feet to a point in the Southwesterly
R.O.W. of Interstate Highway 10;

 

THENCE
South 33°35’47” East a distance of 727.43 feet along said Interstate Highway 10
R.O.W.;

 

THENCE
South 11°24’13” West a distance of 212.13 feet continuing along said R.O.W.;

 

THENCE
South 56°24’13” West a distance of 600.00 feet to the Point of Beginning and
containing 2.317 acres of land, more or less.

 

10

 

PARCEL
11:

 

A
portion out of LEIGH CLARK SURVEY NO. 293, NKA TRACT 8 in El Paso County,
Texas, according to the resurvey of said LEIGH CLARK SURVEY NO. 293 made by El
Paso County, Texas for tax purposes, and being more particularly described by
metes and bounds as follows:

 

COMMENCING
at a point which is a concrete right of way marker located at the northwesterly
right of way line of said F.M. 1281 Overpass; thence along said right of way
line, South 56°23’25” West, a
distance of 50.00 feet to the northeasterly corner of said Tract 8 and the TRUE
POINT OF BEGINNING;

 

THENCE,
along the easterly boundary line of said TRACT 8, South 33°36’35” East, a
distance of 200.00 feet to a point for corner;

 

THENCE,
along the southerly boundary line of said Tract 8, South 55°20’55” West, a
distance of 550.09 feet to a point in the westerly right of way line of said
F.M. 1281 Overpass;

 

THENCE,
along said westerly right of way line of F.M. 1281 Overpass, North 33°36’35” West, a
distance of 210.00 feet to a point for corner;

 

THENCE,
along the northerly right of way line of said F.M. 1281 Overpass, North 56°23’25” East, a
distance of 550.00 feet to a point for corner and the TRUE POINT OF BEGINNING,
containing an area 2.588 acres of land, more or less.

 

11

 

	
   

  	
  San Antonio, TX (#5)  

  
	
   

  	
  1112 Ackerman Road  

  
	
   

  	
  San Antonio, TX 78219

  

 

Exhibit A-36

 

Legal Description

 

Legal
description of the land:

 

21.341
acres (929,814 square feet) of land, being the remaining portion of Lot 1, Block
1 New City Block 17322, Petro Shopping Center subdivision Unit 1, City of San
Antonio, Bexar County, Texas, according to plat recorded in Volume 9500, Page
224-225, of the Deed and Plat Records, Bexar County, Texas, said 21,341 acres
of land being more particularly described as follows:

 

Commencing,
at the point of intersection of the East Right-of-Way line of Ackerman Road and
the South Right-of-Way line of Interstate Highway 10;

 

Thence:
South 00° 04’ 01” East,
14.88 feet along the East a Right-of-Way line of Ackerman Road to an iron pin
found for a point of curvature having a tangent bearing North 00° 04’ 01” West,
for the POINT OF BEGINNING of the herein described tract;

 

Thence,
42.85 feet with the arc of a curve to the right having a radius of  35.00 feet and a central angle of 0?°??’09” to an
iron pin found for a point of tangency and being in the South Right-of-Way line
of Interstate Highway 10;

 

Thence,
North 70° 05’ 00” East,
408.46 feet along and with the South Right-of-Way line of Interstate highway 10
and the North Line of said Lot 1 to an iron pin, set and being the Northeast
corner of the herein described tract, said point also being the Northwest
corner of Lot 3, Block 2, New City Block 17322 of venue Kentworth subdivision
according to plat recorded in Volume 3507, Page 129 of the Deed and Plat
Records of Bexar County, Texas;

 

Thence,
South 00° 04’ 01” East,
645.82 feet along and with the West line of said Lot 2 to an iron pin set for
an interior corner of the herein described tract and being the Southwest corner
and said Lot 2;

 

Thence,
North 00°55’59” West,
East, 284.50 feet along with the South line of said Lot 2 to an iron pin set
and being an exterior corner of the herein described tract and the Southeast
corner of said Lot 2;

 

Thence,
South 00° 08’ 45” East,
403.55 feet along and with the East line of said Lot 1 to a 1 inch pipe found
for the Southeast corner of the herein described tract and being the Southeast
corner of said Lot 1;

 

Thence,
South 83° 55’ 37” West,
1243.86 feet along and with the south line of said Lot 1, and the herein
described tract and the North line of Martindale Army Airfield to an iron pin
found in the Easterly Right-of-Way line of Ackerman Road for the Southwest
corner of the herein described tract and of said Lot 1;

 

Thence,
North 00° 04’ 01” West,
208.45 feet along and with the West line of said Lot 1 and the Easterly
Right-of-Way line of Ackerman Road to the point of intersection and containing
21,241 [ORIGINAL ILLEGIBLE] 1,828,124 square feet of land, more or less;

 

Less
and except property conveyed by deed to Texas Transportation Commission dated
April 2, 2007, and recorded at                    .

 

 

	
   

  	
   

  	
  Vinton, TX (#50)

  
	
   

  	
   

  	
  601 East Vinton Road

  
	
   

  	
   

  	
  Vinton, TX 79821

  

 

Exhibit A-37

 

Legal Description

 

PARCEL
12:

 

METES AND BOUNDS DESCRIPTION

 

THE
PARCEL OF LAND HEREIN DESCRIBED IS ALL OF TRACTS 6H, 6HI, 6LI AND 6N, LAURA E.
MUNDY SURVEY NO. 233 EL PASO COUNTY, TEXAS AND IS MORE PARTICULARLY DESCRIBED
BY METES AND BOUNDS AS FOLLOWS:

 

COMMENCING
AT A SET 5/8” IRON WITH CAP LYING AT THE INTERSECTION OF THE EASTERLY
RIGHT-OF-WAY LINE OF U.S. INTERSTATE HIGHWAY NO. 10 RIGHT-OF-WAY WIDTH VARIES
AND THE SOUTHERLY RIGHT-OF-WAY LINE WESTWAY ROAD (120-FOOT RIGHT-OF-WAY), SAID
POINT BEING THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION;

 

THENCE,
NORTH 90° 00’ 00” EAST,
ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF WESTWAY ROAD, A DISTANCE OF 264.26
FEET TO A SET BRIDGE NAIL AND SHINER;

 

THENCE,
39.27 FEET ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00
FEET, A CENTRAL ANGLE OF 90° 00’ 00” AND A CHORD WHICH
BEARS SOUTH 45° 00’ 00” EAST,
A DISTANCE OF 35.36 FEET TO A SET BRIDGE NAIL AND SHINER LYING ON THE WESTERLY
RIGHT-OF-WAY LINE OF KINGSWAY DRIVE (80-FOOT RIGHT-OF-WAY);

 

THENCE,
85.05 FEET ALONG SAID RIGHT-OF-WAY LINE AND ALONG THE ARC OF A CURVE TO THE
RIGHT, HAVING A RADIUS OF 260.00 FEET, A CENTRAL ANGLE OF 18° 44’ 31” AND A
CHORD WHICH BEARS SOUTH 09° 22’ 15” WEST, A DISTANCE OF
84.67 FEET TO A SET BRIDGE NAIL AND SHINER;

 

THENCE,
SOUTH 18° 44’ 31” WEST,
CONTINUING ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 120.49 FEET TO A SET
BRIDGE NAIL AND SHINER LYING ON THE COMMON BOUNDARY LINE BETWEEN TRACTS 6H AND
6L, LAURA E. MUNDY SURVEY NO. 233;

 

THENCE,
SOUTH 00° 03’ 36” EAST,
A DISTANCE OF 1221.30 FEET TO A FOUND 1/2’ IRON LYING ON THE COMMON BOUNDARY
LINE BETWEEN TRACTS 6A AND 6N, LAURA E. MUNDY SURVEY NO. 233;

 

THENCE,
SOUTH 89° 57’ 40” WEST,
ALONG SAID BOUNDARY LINE, A DISTANCE OF 728.03 FEET TO A SET 5/8 IRON WITH CAP
LYING ON THE EASTERLY RIGHT-OF-WAY LINE OF U.S. INTERSTATE HIGHWAY NO. 10
(RIGHT-OF-WAY WIDTH VARIES);

 

THENCE,
NORTH 00° 00’ 00” WEST,
ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 352.33 FEET TO A SET 5/8” IRON WITH
CAP;

 

THENCE,
NORTH 16° 37’ 47” EAST,
CONTINUING ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 249.13 FEET TO A SET 5/8’
IRON WITH CAP;

 

THENCE,
NORTH 39° 15’ 34” EAST,
CONTINUING ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 763.45 FEET TO A SET 5/8’
IRON WITH CAP;

 

THENCE,
NORTH 00° 0’ 00” EAST,
CONTINUING ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 215.00 FEET TO THE TRUE
POINT OF BEGINNING OF THIS DESCRIPTION.

 

SAID
PARCEL OF LAND CONTAINS 17.555 ACRES (764,717 SQ. FT.) OF LAND MORE OR LESS.

 

1

 

PARCEL
13

 

Property
description:       A portion of Lot A,
Block 17, Westway Unit II, El Paso County, Texas

 

METES AND BOUNDS DESCRIPTION

 

The
parcel of land herein described in a portion of Lot A, Block 17, Westway Unit
II, El Paso County, Texas, and is more particularly described by metes and
bounds as follows:

 

Commencing
at a found 5/8” iron with cap lying on the northwest corner of Tract 6111,
Laura E. Mundy Survey No. 233 and on the easterly right-of-way line of
U.S. Interstate Highway No. 10 (right-of-way width varies); Thence, North
00° 00’ 00” West, along said right-of-way line, a distance of 120.00 feet to a
set bridge nail and shiner lying on the northerly right-of-way line of Westway
Drive (120-foot right-of-way), said point being the TRUE POINT OF BEGINNING of
this description;

 

THENCE,
North 00° 00’ 00” West, a distance of 265.00 feet to a set 5/8” iron with cap;

 

THENCE,
North 90° 00’ 00” East, a distance of 222.49 feet to a set 5/8” iron with cap
lying on the westerly right-of-way line of Kingsway Drive (80-foot
right-of-way);

 

THENCE,
South 10° 44’ 31” East, along said right-of-way line, a distance of 165.22 feet
to a set bridge nail and shiner;

 

THENCE,
85.05 feet continuing along said right-of-way line and along the arc of a curve
to the right, having a radius of 260.00 feet, a central angle of 10° 44’ 31”
and a chord which bears South 09° 22’ 15” East, a distance of 84.67 feet to a
set bridge nail and shiner;

 

THENCE,
39.27 feet along the arc of a curve to the right, having a radius of 25.00
feet, a central angle of [original illegible] 00’ 00” and a chord which bears
South 45° 00’ 00” West, a distance of 33.36 feet to a set chiseled “X” lying on
the northerly right-of-way line of Westway Road;

 

THENCE,
North 90° 00’ 00” West, along said right-of-way line, a distance of 264.36 feet
to the TRUE POINT OF BEGINNING of this description.

 

Said
parcel of land contains 1.604 acres (69,057 sq. ft.) of land more or less.

 

2

 

	
   

  	
   

  	
   

  	
   

  	
  Weatherford, TX (#2)

  
	
   

  	
   

  	
   

  	
   

  	
  2001 Santa Fe Drive

  
	
   

  	
   

  	
   

  	
   

  	
  Weatherford, TX 76086

  

 

Exhibit A-38

 

Legal Description

 

TRACT
ONE:

 

BEING
A PORTION OF THE R. NOWLING SURVEY, ABSTRACT NO. 998, AND THE H. INMAN SURVEY,
ABSTRACT NO. 724, IN PARKER COUNTY, TEXAS, AND DESCRIBED BY METES AND
BOUNDS AS FOLLOWS, TO WIT:

 

COMMENCING
AT A 1/2 INCH IRON PIN IN THE NORTH RIGHT OF WAY LINE OF INTERSTATE HIGHWAY NO.
20, BY DEED CALL 506.57 FEET NORTH AND 1301.14 FEET EAST FROM THE SOUTHWEST
CORNER OF SAID INMAN SURVEY;

 

THENCE
SOUTH 76 DEGREES 47 MINUTES 00 SECONDS WEST, WITH THE NORTH RIGHT OF WAY LINE
OF SAID HIGHWAY 640.00 FEET TO THE POINT OF BEGINNING OF THIS TRACT HEREIN
DESCRIBED;

 

THENCE
SOUTH 76 DEGREES 47 MINUTES 00 SECONDS WEST, WITH INTERSTATE HIGHWAY NO. 20,
219.60 FEET TO A 1/2 INCH IRON PIN AT THE INTERSECTION OF THE NORTH RIGHT
OF WAY LINE OF INTERSTATE NO. 20 WITH THE NORTH RIGHT OF WAY LINE OF F.M.
HIGHWAY # 2552;

 

THENCE
WITH THE NORTH RIGHT OF WAY LINE OF F.M. HIGHWAY # 2552, NORTH 67 DEGREES 56
MINUTES 00 SECONDS WEST 467.76 FEET, NORTH 76 DEGREES 46 MINUTES 00 SECONDS
WEST 32.90 FEET AND NORTH 67 DEGREES 56 MINUTES 00 SECONDS WEST 200.00 FEET TO
A 1/2 INCH IRON PIN;

 

THENCE
NORTH 00 DEGREES 39 MINUTES 00 SECONDS EAST, 711.46 FEET TO A 5/8 INCH IRON
PIN;

 

THENCE
NORTH 89 DEGREES 59 MINUTES 38 SECONDS EAST, 626.83 FEET TO A 5/8 INCH IRON
PIN;

 

THENCE
SOUTH 14 DEGREES 28 MINUTES 04 SECONDS EAST, 598.46 FEET TO A POINT FOR CORNER;

 

THENCE
SOUTH 13 DEGREES 13 MINUTES 00 SECONDS EAST, GENERALLY WITH A FENCE, 350.00 FEET
TO THE POINT OF BEGINNING AND CONTAINING 14.7500 ACRES OF LAND, MORE OR LESS.

 

SAVE
AND EXCEPT that portion conveyed to James A. Cardwell, Sr., doing business
as Cardwell Properties, joined by his wife, Martha Evonne Cardwell by General
Warranty Deed dated May 19, 1994, filed October 24, 1994, recorded in
Volume 1615, Page 443 of the Real Property Records of Parker County,
Texas.

 

1

 

TRACT
TWO:

 

BEING
A PORTION OF THE H. INMAN SURVEY, ABSTRACT #724, PARKER COUNTY, TEXAS, BEING A PART OF
THAT CERTAIN 2.812 ACRE TRACT AND DESCRIBED BY METES AND BOUNDS AS FOLLOWS:

 

COMMENCING
AT A 1/2 INCH IRON PIN IN THE NORTH RIGHT OF WAY LINE OF INTERSTATE HIGHWAY #
20, BY DEED CALL 506.57 FEET NORTH AND 1301.14 FEET EAST FROM THE SOUTHWEST
CORNER OF SAID INMAN SURVEY;

 

THENCE
SOUTH 76 DEGREES 47 MINUTES WEST, WITH THE NORTH RIGHT OF WAY LINE OF SAID
HIGHWAY AT 290.0 FEET THE SOUTHEAST CORNER OF SAID 2.812 ACRE TRACT, IN
ALL 400.4 FEET TO THE POINT OF BEGINNING OF THIS TRACT HEREIN DESCRIBED:

 

THENCE
SOUTH 76 DEGREES 47 MINUTES WEST, WITH THE NORTH RIGHT OF WAY OF SAID HIGHWAY
239.6 FEET TO A 1 INCH GALVANIZED PIPE, THE SOUTHWEST CORNER OF SAID 2.812 ACRE
TRACT;

 

THENCE
NORTH 13 DEGREES 13 MINUTES WEST, 350.00 FEET TO THE NORTHWEST CORNER OF SAID
2.812 ACRE TRACT;

 

THENCE
NORTH 76 DEGREES 47 MINUTES EAST, WITH THE NORTH LINE OF SAID TRACT, 240.3
FEET;

 

THENCE
SOUTH 13 DEGREES 05 MINUTES 51 SECONDS EAST, 350.0 FEET TO THE POINT OF
BEGINNING AND CONTAINING 1.928 ACRES OF LAND, MORE OR LESS.

 

SAVE
AND EXCEPT that portion conveyed to James A. Cardwell, Sr., doing business
as Cardwell Properties, joined by his wife, Martha Evonne Cardwell by General
Warranty Deed dated May 19, 1994, filed October 24, 1994, recorded in
Volume 1615, Page 443 of the Real Property Records of Parker County,
Texas.

 

TRACT
THREE:

 

BEING
A PORTION OF THE R. NOWLING SURVEY, ABSTRACT NO. 998 AND THE H. INMAN SURVEY,
ABSTRACT NO. 724, IN PARKER COUNTY, TEXAS, DESCRIBED BY METES AND BOUNDS
AS FOLLOWS:

 

COMMENCING
AT A POINT IN THE NORTH RIGHT OF WAY OF INTERSTATE HIGHWAY NO. 20, BY DEED CALL
506.57 FEET NORTH AND 1301.14 FEET EAST FROM THE SOUTHWEST CORNER OF SAID INMAN
SURVEY;

 

THENCE
SOUTH 76 DEGREES 47 MINUTES WEST, WITH SAID RIGHT OF WAY, 640.0 FEET;

 

THENCE
NORTH 13 DEGREES 13 MINUTES WEST, 350.0 FEET TO THE POINT OF

 

2

 

BEGINNING
OF THIS TRACT HEREIN DESCRIBED;

 

THENCE
NORTH 14 DEGREES 28 MINUTES 04 SECONDS WEST, 598.46 FEET TO THE NORTHEAST
CORNER OF A 14.75 ACRE TRACT;

 

THENCE
SOUTH 89 DEGREES 59 MINUTES 38 SECONDS WEST, 626.83 FEET TO THE NORTHWEST
CORNER OF A 14.75 ACRE TRACT;

 

THENCE
NORTH OO DEGREES 39 MINUTES 00 SECONDS EAST, 115.0 FEET;

 

THENCE
SOUTH 89 DEGREES 20 MINUTES 27 SECONDS EAST 185.99 FEET;

 

THENCE
NORTH 00 DEGREES 39 MINUTES 00 SECONDS EAST, 205.6 FEET;

 

THENCE
NORTH 89 DEGREES 59 MINUTES 38 SECONDS EAST, 624.56 FEET;

 

THENCE
SOUTH 13 DEGREES 05 MINUTES 51 SECONDS EAST, 865.49 FEET;

 

THENCE
SOUTH 76 DEGREES 47 MINUTES 00 SECONDS WEST, 240.3 FEET TO THE POINT OF
BEGINNING AND CONTAINING 8.561 ACRES OF LAND, MORE OR LESS.

 

TRACT
FOUR:

 

PARCEL
A:

 

BEING
1.51 acres, more or less, situated and being a portion of the Henry Inman
Survey, Abstract No. 724, Parker County, Texas and being a portion of all
those certain Lots, Tracts or Parcels of land conveyed to James A. Cardwell by
deed recorded in Volume 1361, Page 1100, Real Records, Parker County,
Texas and being more particularly described by metes and bounds as follows:

 

COMMENCING
at a large nail found in the north right of way line of interstate Highway No. 20,
said nail being called by deed to be North 907.41 feet and East 1301.14 feet
from the southwest corner of said Henry Inman Survey;

 

THENCE
North 12 deg. 46 min. 51 sec. West 390.01 feet to an iron rod set;

 

THENCE
South 76 deg. 47 min. 00 sec. West 127.99 feet to an iron rod set for a place
of beginning;

 

THENCE
North 13 deg. 05 min. 51 sec. West 242.46 feet to an iron rod set;

 

THENCE
South 78 deg. 57 min. 45 sec. West 272.18 feet to an iron rod set;

 

THENCE
South 13 deg. 05 min. 51 sec. West 242.46 feet to a point for the southwest
corner of this tract;

 

THENCE
North 78 deg. 57 min. 45 sec. East 272.18 feet to Place of Beginning.

 

3

 

PARCEL
B:

 

Easement
Estate created by that certain Drainage Easement Agreement by and between
Desarrollo Texas No. 1, L.P. and James A. Cardwell and Martha Evonne
Cardwell, dated November 4, 2003, filed December 1, 2003, and
recorded in/under Volume 2171, Page 576 of the Real Property Records of
PARKER County, Texas over and across the following described tract of land:

 

BEING
0.839 acres situated in and being a portion of the HENRY INMAN SURVEY, ABSTRACT
No. 724, Parker County, Texas and being a portion of all those certain
Lots, Tracts or Parcels of land Conveyed to James A. Cardwell by deed recorded
in Volume 1361, Page 111, and a portion of all that certain Lot, Tract or
Parcel of land conveyed to KKH Family Limited Partnership by deed recorded in
Volume 2077, Page 892, Real Records, Parker County, Texas, and being more
particularly described by metes and bounds as follows:

 

COMMENCING
at a large nail found in the north right of way line of Interstate Highway No. 20,
said nail being called by deed to be North 907.41 feet and East 1301.14 feet
from the southwest corner of said Henry Inman Survey;

 

THENCE
North 12 deg. 46 min. 51 sec. West 390.01 feet to an iron rod set;

 

THENCE
South 76 deg. 47 min. 00 sec. West 127.99 feet to an iron rod set;

 

THENCE
North 13 deg. 05 min. 51 sec. West 242.46 feet to an iron rod set;

 

THENCE
South 78 deg. 57 min. 45 sec. West 112.64 feet to the Point of Beginning;

 

THENCE
South 78 deg. 57 min. 45 sec. West 56.44 feet to a point;

 

THENCE
North 33 deg. 49 min. 41 sec. East 440.44 feet to a point;

 

THENCE
North 17 deg. 04 min. 04 sec. East 181.50 feet to a point;

 

THENCE
South 89 deg. 54 min. 21 sec. East 255.23 feet to a point;

 

THENCE
North 31 deg. 02 min. 53 sec. East 51.11 feet to a point on the bank of a
creek;

 

THENCE
South 58 deg. 57 min. 07 sec. East along said creek, 40.0 feet to a point;

 

THENCE
South 31 deg. 02 min. 53 sec. West leaving said creek, 79.77 feet to a point;

 

THENCE
North 89 deg. 54 min. 21 sec. West 248.27 feet to a point;

 

THENCE
South 17 deg. 04 min. 04 sec. West 157.78 feet to a point;

 

THENCE
South 33 deg. 49 min. 41 sec. West 406.52 feet to the Point of Beginning and
containing 0.839 acres of land, more or less.

 

4

 

Exhibit A-39

	
   

  	
   

  	
   

  	
   

  	
  Spokane, WA (#39)

  
	
   

  	
   

  	
  Legal Description

  	
   

  	
  10506 West Aero Road

  
	
   

  	
   

  	
   

  	
   

  	
  Spokane, WA 99224

  

(Leasehold)

 

PARCEL
A:

 

THAT
PART OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 24 NORTH, RANGE
42 EAST, W.M., IN SPOKANE COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:

 

BEGINNING AT A POINT ON THE EASTERLY LINE OF REVISED HAYFORD ROAD,
WHICH POINT IS 30 FEET NORTHEASTERLY OF THE EXTENDED CENTERLINE OF SECONDARY
STATE HIGHWAY NO. 11-D; THENCE SOUTH 50°31’53” EAST, PARALLEL WITH AND 30 FEET
DISTANT FROM SAID EXTENDED CENTERLINE, A DISTANCE OF 660 FEET; THENCE NORTH 32°31’10” EAST, A DISTANCE OF
470.03 FEET TO THE SOUTHEAST CORNER OF WASHINGTON STATE HIGHWAY DEPARTMENT PIT
SITE C-94; THENCE NORTH 15°39’59” EAST, ALONG THE EASTERLY LINE OF SAID PIT SITE C-94, A DISTANCE
OF 600 FEET TO THE NORTHEAST CORNER OF SAID PIT SITE C-94; THENCE NORTH 08°15’05” EAST, A DISTANCE OF
882.44 FEET TO A POINT ON THE SOUTHERLY LINE OF HALLETT ROAD; THENCE NORTH 88°53’33” WEST, ALONG SAID
SOUTHERLY LINE A DISTANCE OF 284.30 FEET TO A POINT IDENTIFIED AS PT 331+01.8
ON WASHINGTON STATE HIGHWAY DEPARTMENT DRAWINGS, WHICH POINT IS THE TERMINUS OF
SAID REVISED HAYFORD ROAD; THENCE SOUTHERLY ALONG THE EASTERLY LINE OF REVISED
HAYFORD ROAD A DISTANCE OF 1783.21 FEET TO THE POINT OF BEGINNING;

 

EXCEPT
THE WASHINGTON STATE HIGHWAY DEPARTMENT PIT SITE C-94;

 

AND
EXCEPT THAT PORTION LYING WITHIN SHORT PLAT 819-92 RECORDED IN VOLUME 15 OF
SHORT PLATS, PAGE 6;

 

AND
EXCEPT THAT PORTION KNOWN AS PARCEL “M” OF SURVEY, RECORDED UNDER AUDITOR’S
FILE NO. 9511290075 IN BOOK 68 OF SURVEYS, PAGE 20;

 

AND
EXCEPT THOSE PORTIONS CONVEYED TO SPOKANE COUNTY FOR ROADS BY DEEDS, UNDER
AUDITOR’S FILE NOS. 9508170097 AND 9511060087;

 

PARCEL
“B-1”:

 

A
TRACT OF LAND SITUATED IN GOVERNMENT LOTS 2 AND 5 IN SECTION 7, TOWNSHIP
24 NORTH, RANGE 42 EAST, W.M., IN SPOKANE COUNTY, WASHINGTON, DESCRIBED AS
FOLLOWS:

 

BEGINNING
AT THE NORTHWEST CORNER OF SAID SECTION 7; THENCE SOUTH 25°21’ EAST, 1712.7 FEET TO THE
POINT OF BEGINNING; THENCE NORTH 18°11’ EAST, 600 FEET; THENCE SOUTH 88°59’ EAST, 500 FEET; THENCE
SOUTH 18°11’ WEST, 600
FEET; THENCE NORTH 88°59’ WEST, 500
FEET TO THE POINT OF BEGINNING;

 

EXCEPT
ANY PORTION LYING WITHIN WESTBOW ROAD;

 

ALSO
EXCEPT THAT PORTION CONVEYED TO SPOKANE COUNTY BY DEED RECORDED JULY 21, 1995,
UNDER RECORDING NO. 9507210189;

 

AND
A PORTION OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 24 NORTH, RANGE
42 EAST, W.M., IN SPOKANE COUNTY, WASHINGTON MORE PARTICULARLY DESCRIBED
AS FOLLOWS:

 

COMMENCING
AT THE NORTHWEST CORNER OF FORMER PIT SITE C-94 AS SHOWN ON RECORD OF SURVEY,
RECORDED IN BOOK 64 OF SURVEYS, PAGE 22, UNDER AUDITOR’S RECORDING NO.
9503170136; THENCE NORTH 88°29’56” EAST, ALONG THE NORTH LINE OF SAID PIT SITE A DISTANCE OF 445.64
FEET TO THE WESTERLY RIGHT OF WAY LINE OF WESTBOW ROAD, 81.00 FEET WIDE PER
CONTRACT PLANS OF ROAD IMPROVEMENT DISTRICT NO. 483 IN SPOKANE COUNTY; SAID
POINT BEING ON A NON-TANGENT CURVE, CONCAVED TO THE EAST AND HAVING A RADIUS OF
972.50 FEET; (FROM WHICH A RADIAL LINE BEARS SOUTH 87°15’55” EAST) THENCE SOUTHERLY
ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 9°57’42”. AN ARC DISTANCE OF 169.08 FEET TO THE
POINT OF BEGINNING; THENCE CONTINUING ALONG SAID RIGHT OF WAY, SOUTH 07°12’41” EAST, A DISTANCE OF
222.97 FEET TO THE BEGINNING OF A CURVE CONCAVED TO THE WEST AND HAVING A
RADIUS OF 559.50 FEET; THENCE SOUTHERLY ALONG SAID CURVE THROUGH A CENTRAL
ANGLE OF 18°49’06” AN ARC
DISTANCE OF 183.76 FEET TO THE NORTHEAST CORNER OF TRACT-1 PER SPOKANE COUNTY
SHORT PLAT NO. SP-819-92, RECORDED IN BOOK 15 OF SHORT PLATS, PAGE 7; THENCE
SOUTH 88°29’56” WEST,
ALONG THE NORTH LINE OF TRACT-1 A DISTANCE OF 135.32 FEET TO THE SOUTHEAST
CORNER OF SAID FORMER PIT SITE C-94; THENCE NORTH 15°39’59” EAST, ALONG THE EAST LINE OF SAID PIT
SITE, A DISTANCE OF 423.28 FEET TO THE POINT OF BEGINNING;

 

SITUATE
IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON.

 

PARCEL
“C”:

 

TRACTS
1, 2, 3 AND 4 OF SHORT PLAT NO. 819-92, AS PER PLAT THEREOF RECORDED IN VOLUME
15 OF SHORT PLATS, PAGE 6;

 

SITUATE
IN THE COUNTY OF SPOKANE, STATE OF WASHINGTON.

 

 

	
   

  	
   

  	
  Exhibit A-40

  	
   

  	
   

  
	
   

  	
   

  	
   

  	
   

  	
  Laramie, WY (#3)

  
	
   

  	
   

  	
  Legal Description

  	
   

  	
  1855 Curtis Street

  
	
   

  	
   

  	
   

  	
   

  	
  Laramie, WY 82070

  

 

Tract
I:

 

Lot
1, Block 1, as shown on the record plat entitled “Petro Addition” and recorded
on June 4, 1994, in Plat Cabinet II, Rack #11, Records of Albany County,
Wyoming.

 

EXCEPTING
THEREFROM that parcel of land containing 6,445 square feet, more or less, and
described in that Warranty Deed dated January 19, 1995, and recorded on February 27,
1995, in Book 471, page 469, Records of Albany County, by Petro Stopping
Center, L.P., Number 3, unto The Transportation Commission of Wyoming

 

ADDRESS:
1855 Curtis Street

 

Tract
II:

 

A
tract of land lying in the Northeast quarter of Section 31, Township 16
North, Range 73 West of the 6th Principal Meridian, Albany County, Wyoming,
more particularly described as follows:

 

Beginning
at the Northeast comer of said Section 31 monumented by a Survey Cap
stamped “PELS 4822”; thence North 88 degrees 43 minutes 23 seconds West, a
distance of 30.00 feet along the Northerly section line to an aluminum capped
rebar set by Gertsch/Baker; thence South 07 degrees 16 minutes 37 seconds West,
parallel to the East line of said Section 31, a distance of 1019.06 feet
to an aluminum capped rebar set by Gertsch/Baker; thence South 88 degrees 43
minutes 23 seconds East, a distance of 30.00 feet along the Northerly line of
Madison Street, as shown on the plat of the Town of West Laramie, to a point on
the East line of said Section 31 (the point being an aluminum capped rebar
set by Gertsch/Baker); thence North 01 degrees 16 minutes 37 seconds East, a
distance of 1019.06 feet along the East line of said Section 31, to the
point of beginning, with bearings being based on the East line of said Section 31,
i.e. North 01 degrees 16 minutes 37 seconds East.

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